HomeMy WebLinkAboutApplication APPLICANT 7/24/2006
,
City of Springfield
Development Services Department
225 Fifth Street
Springfield, OR 97477
land Division Application, Type II
Subdivision Tentative: . [g] Subdivision Replat Tentative: 0
Partition Tentative: 0 . Partition Replat Tentative: 0
.. .
-. . . -
.
Phone:
IFax:
97401
541-485-8130
541-485-8130
Applicant Name:
Company: Emerald Citv Real Estate
Address: .325 Goodpasture Island Rd.
;;;t'%:iJ:i:<jItrY0J'i22':"",,..,,.~i(:"'<<@%F'>~:$'W'''''':;'1i:'n;ti,*~?i'''in~;1"R'''' "!fd\\",*'i0::~;
Applicant's Rep.: IMichael J. Kaiser
Company: 1 Poaqe Enqi~eerinq
Address: PO Box 2527 OR 97402.
OR
541-485-4505
1541-485-5624
Property Owner:
Company:
Address:
Same as applicant
1
I
I
~"''''''_'__'' """"~,-;""=,,c.-: ~-.~~'-r--"'C1i!=-'hn;,r~~~'"''':~~-'-i''''~~''''''"''[.:''-''U;''''''b/.-~' :-,~"'''''''%-.''-jr--''--"'-'''=-' '''__:':';''&1ri~"..:.<::;,rl
"'-~~~.N ',"~"'''''_''_'__'' '.~_="""'." 0' ,_M4 . ,W;"""",,_,,"",~..., '-..-....."""1!IiIi......kl.:;;l<ill.r' ".,.~,...,-,~.,.,. _'~"'..~'__''''''__~'''''_'''''.r. '. "
17 03 27 31 TAX LOT NO(S): 900. 1000. 3600, 3601
I
Phone:
IFax:
ASSESSOR'S MAP NO:
Property Address: 1226 Fairview Sprinqfield, OR 97477
Size of Property: 2.0 Acres IS! Square Feet D
Proposed Name of Subdivision: Quinalt Subdivision
""""~~._.,."__..."...,,. _"....._....~._^'._~,~~,......_=.&y_,..".c..~.",.-"::;rl....L-"';^""'. .-r."'."'~.=-"'.....=~~.-.:_,_~_"',,"".~......=,=".;="..r.'U:="'W';._',;..,M""^'~''''=-''''~_=_,.'''''=:-'''.,-_.,,___'''..=''''T'''''''I
Description of
Proposal: Subdivision into 10 lots for single family residential use.
,
.. .
sf
Existing Use: vacant
,# of Lots/Parcels: .10... Avq. Lot/Parcel Size: 7500
t:::a"",.- ::..,,-,cJ,':-fu'_";':~~ ~.;.J:'.c:i::t;;$i<,:.'~ ~;;::hL.:_~~~...,,.i'''n_.::;aii-
Reviewed by:
(initials)
Reviewed by:
Case No.: Date: (initials)
,~ee.!.~~,~~~!::.;~44el"'"'_Pdl!"'G=""~,,.!~~~~;;,~,_;;''''2k,l1f.'"""'."~fl'~~~I"~';~e"f-._",kJlF"'''",''''',,,....''''1
Zoning:
Applicable Refinement Plan:
Location: City Limits D
Associated Applications:
I'" N_-C'~'_ '."yc;.;.,'....:..,. 'i..,'.,=."'~, ^,,~:i-' - .~~~."'.- ~M;...~ ..,-_;;;;-;:; e'~,.,"'.~l{ -~.__fE~k(..." ~-----:;'-~JW'\R,:'::;'>"~' ,..~.,"",,,, :.:; :"~A'_"',~~~;{;;."7:::.A" :.",~-r:z.~.- -
Pre-Submittal (rL'Yv./. _ IVV\'I
Case No.: kUw LU.J I
Overlay District:
Plan Designation:
Urban Growth. Boundary D
Date:
~~7.! _.. "l
I
I
Steps in the Process:
1. The Applicant Submits a Pre-Submittal Meeting Application
The Pre-Submittal Application is mandatory. Please refer to the Springfield Fee Schedule for
the Pre-Submittal Application fee. The submittal package must conform to the application
completeness checklist attached to this form. You are required to submit 7 copies of the
submittal requirements packet for pre-submittal review. Pre-submittal meetings will be
conducted every Tuesday and Friday between 10:00 am and noon, We will strive to conduct
the Pre-Submittal meeting within five to seven working days of receiving the application.
2. Applicant and the City conduct the Pre-Submittal Meeting
We strongly encourage you, the owner and design team to attend the Pre-Submittal meeting.
The meeting will be held with representatives from Public Works Engineering 'and
Transportation, Community Services (Building), Fire Marshall's office, and the Planning
Division, The meeting will be scheduled for 30 to 60 minutes. The Planner will provide you
with a Pre-Submittal Checklist at the end of the 'meeting specifying the items required to
make the application complete-if it isn't,already complete. You will then have 180 days to
make the application complete for submittal and acceptance by the City.
3. Applicant Submits a Complete Application
-
When you have addressed all of the items on the Pre-Submittal Checklist, please submit 18
copies of the complete application to the City, A fee will be collected at that time and the 120
day calendar review period will begin. When the Planner has prepared a draft land use
decision, the draft will be mailed/faxed to the applicant/owner/design team for their review.
At the applicant's request, the planner will schedule a meeting to review the draft with
appropriate staff if certain issues need resolution before the final land use decision is issued.
Owner's Signature
This applicati~ri will be used for both the required Pre-Submittal Meeting and subsequent
complete application submittal. Owner's signatures are required at both stages in the application
process. An application without the Owner's signature will not be accepted.
The undersigned acknowledges that the information in this application is correct and accurate for
scheduling of the Pre-Submittal Meeting. .
....------Z-~
Owner:_:::;~'----
Signature
Date:
~ft~2<:8C
!?t~ ~/
Print
\
\
.,
~
vjp.,
Land Division Submittal Requirements Checklist
*If you feel an item does not apply, please state the reason why and attach the explanation to
this form.
1. Application fee-refer to the Development Code Fee Schedule for the appropriate fee
calculation formula. A copy of the fee schedule is available at the Development Services
Department. The application fee and current postage fee is collected at the time of.
. complete application submittal.
~-' -..'-.,----...-....-.:;..f
2. Copy of the deed and a preliminary title report-one copy issued within the past 30
days documenting ownership and listing all encumbrances. If the applicant is not the
property owner, written permission' from the property owner is required.
3. One additional copy of the Land Division Plan reduced to 8';'''x 11", which will be
mailed as part of the required neighboring property notification packet.
4. Right-of-Way Approach Permit application must be provided where the property has
frontage on an Oregon Department of Transportation (ODOT) facility.
5. Stormwater Management System Study-four copies of the study with the completed
Storm water Seoping Sh~et attached, The plan, supporting calculations and
documentation must be consistent with the Engineering Design Standards and Procedures
Manual. .
6. Traffic Impact Study-four copies of a study prepared bya Traffic Engineer in accordance
with SDC Section 32.020(1)(c). Traffic Impact Studies (TIA) .all9w the City to analyze and
evaluate the traffic impacts and mitigation of a development on the City's transportation
system. In general, a TIA must explain how the traffic from a given development affects
the transportation system in terms of safety, traffic operations, access and mobility, and
immediate and adjoining street systems. A TIA must aiso address, if needed, City, metro
plan and state land use and transportation policies and objectives.
7. Seven copies of the following plan sets for the Pre-Submittal Meeting
OR
Eighteen copies of the following plan sets for Complete Application Submittal
All of the following plans must include the scale (appropriate to the area involved and
sufficient to show detail of th~ plan and related data, such as 1" = 30', 1" = 50' or 1" =
100'), north arrow, and date of preparation. All plan sets must be folded to 8'12" by 11"
and bound by rubber bands for submittal.
a. Site Assessment of Existing Conditions
1~l'Prepared by an Oregon licensed Landscape Architect or Engineer
'''' []'Vicinity Map ,
I3""The name, location and dimensions of all existing site feat~res including buildings, 'curb
cuts, trees and impervious surface areas, clearly indicating what is remaining and what
is being removed .
1'1'" G Required setbacks to the proposed new property lines for existing structures to remain
on site
rJ~' Gl The name, location, dimensions, direction of flow and top of bank of all watercourses
and required riparian setback that are shown on the Water Quality Limited Watercourse
Map on file in the Development Services Department
[J'fhe 100-year floodplain and floodway boundaries on the site, as specified in the latest
adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter of Map Amendment
or Letter of Map Revision
Q-The Time of Travel Zones, as specified in Article 17 of the Springfield Development
Code and 'delineated on the Wellhead Protection Areas Map on file in the Development
;J<l;11; , Services Department' ' ,
)~" 7!1I;.':!".[:rPhysical features including, but not limited to trees 5" in diameter or greater when
measured 4 'h feet above the ground, significant clusters of trees and shrubs, riparian
," areas, wetlands and rock outcroppings .
~Soil types and water table information as mapped and specified in the Soils Survey of
. Lane County. A Geotechnical Report prepared by an Engineer must be submitted
concurrently if the Soils Survey indicates th'e proposed development area has unstable
soils and/or a high water table
b. Tentative Land Division Plan
/'
[J Prepared by an Oregon Licensed Land Surveyor in accordance with ORS 92
[::rLocation of all existing and, proposed easements
Ga~Dimensions and size of each parcel and the approximate dimensions of each building
site indicating the top and toe of cut and fill slopes to scale
" Ef Location and type of existing and proposed street lighting
[j~Location" widths and names of ail existing and proposed streets, alleys, dedications or
other right-of-ways within or adjacent to the proposed land divisiof)
eg-'Location of existing and required traffic control devices, fire hydrants, power poles,
transformers, neighborhood mailbox units and similar public facilities
c:::rLocation and width of all existing and proposed sidewalks, sidewalk ramps, pedestrian
access ways and bike trails ' ,
c;tLocation, size and type of plantings and street trees in any required planter strip
Q' Location and size of existing and proposed utilities on and adjacent'to the site including
sanitary sewer mains, stormwater management systems, water mains, power, gas,
telephone, and cable TV. Indicate the proposed connection points. Where multiple
panhandles are proposed, the utility plan must include any utilities located in the
driveway(s).
Phased Development Plan required if redivision is proposed. The plan must include
the boundaries and sequencing of each proposed redivision. Any redivision must
progress in a sequence promoting street connectivity between the various phases of
the development and accommodating other required public improvements.
;-II':
V"~
c. Grading and Paving Plan
GPrepared by an Oregon Licensed Civil Engineer "
13 Planting plan prepared by an Oregon Licensed Landscape A'rchitect where plants are
proposed as part of the stormwater management system
[21; Roof drainage patterns and discharge locations
[!]I Pervious and impervious area drainage patterns
pI p G!] The size and location of stormwater management systems components, including but
not limited to: drain lines, catch basins, dry wells and/or detention ponds; storm water
I quality measures; and natural drainageways to be retained
[3 Existing and proposed spot' elevations and co"ntours lines drawn at 1 foot intervals (for
. "land with a slope over 10 percent, the contour lines may be at 5 foot intervals)
[2J 'Amount of proposed cut and fill
,
8. Additional materials that may be required
IT IS THE APPLICANT'S RESPONSIBILITY TO DETERMINE IF ADDITIONAL
STANDARDS/ APPLICATIONS APPLY TO THE PROPOSED DEVELOPMENT. THE
APPLICANT SHOULD CONSIDER UTILIZING EITHER THE DEVELOPMENT ISSUES OR
THE PRE-APPLICATION REPORT AS DISCUSSED IN SDC 31.030:
o Proposed deed restrictions and a draft of any Homeowner's Association Agreement
D Additional plans and documentation for submittal of a Cluster Subdivision proposal as
specified in SDC Section 16.100(3)
D Riparian Area Protection Report For properties located within 150 feet of the top of
bank of any Water Quality Limited Watercourses (WQLW) or within 100 feet of the top
of bank of any direct tributaries of WQLW
D A Geotechnical Report prepared by an engineer must be submitted concurrently if there
are unstable soils and/or a high water table present
D Where the development area is within an overlay district applicable, address the
additional standards of the overlay district
D If five or more trees are proposed to be removed, a Tree Felling Permit as specified in
SDC Article 38
D A wetland delineation approved by the Oregon Division of State Lands must be
submitted concurrently where there is a wetland on the property
D Any required federal or state permit must be submitted concurrently or evidence the
permit application has been submitted for review
D Where any grading, filling or excavating is proposed with the development, a Land and
Drainage Alteration permit must be submitted with the land use application
D Where applicable, any Discretionary Use, Variance or Modification of Provisions as
specified in SDC Article 10 or 11
. '
,I represent this application to be complete for submittal to the City. Consistent with the
completeness check performed on'this application at the Pre-Submittal Meeting, I affirm the
information identified by the City as necessary for processing the application is provided herein
or the information will not be provided if not otherwise contained within the submittal, and the
City mav begin processing the application with the information as submitted. This statement
serves as written notice pursuant to the requirements of ORS 227.178 pertaining to a compiete
application
Owner:
Signature'
Print
Date:
~
225 Fifth Street
Springfield, Oregon 97477
541-726-3759 Phone
"'''"'":'~,
iiji!
~ity of Springfield Official Receipt
...-evelopment Services Department
Public Works Department
RECEIPT #:
3200600000000000399
Date: 07/24/2006
2:52:14PM
Paid By
BUIDEVELOPMENT
Item Total:
Check Number Authorization
Received By Batch Number Number How Received
Amount Due
325,00
$325.00
Job/Journal Number
PRE2006-00071
Description
CTY Subdivision Tentative Pin
Payments:
Type of Payment
Check
Amount Paid
emm
1047
In Person
Payment Total:
$325,00
$325.00
.
cReceintl
Page I of I
7/24/2006
POAGE
'!
ENGINEERING & SURVEYING. INC.
PH 541/485-4505 FAX 541/485-5624 E-Ml\IL MK1\ISER@POAGE.NET
P.O. 130X 2517 EUGENE, OR 974()2-015~ 990 DBII:': ST.
TRANSMITTAL LETTER
DATE July 24, 2006
TO City of Springfield
ATTN Planning
RE Bui Subdivision (17-03 27 31, tax lots 900 , 1000, 360 I, & portion of 3600)
JOB NO 3464
SENT BY Michael J. Kaiser
We are sending you the following:
COPIES DESCRIPTION
I Land Division Application, Type II
I Deed & Title Report
I Tentative Subdivision Plan (Reduced)
4 Stormwater Management Study
7 Tentative Subdivision Plan (full size)
7 Grading & Paving Plan
7 Site Assessment of Existing Conditions
REMARKS Please find the above items for the preliminary submittal of the Tentative
,
Subdivison for Tuan Bui. A Traffic Impact Study is not included as it is not
required per the criteria listed in SDC 32.020(1)( c). The proposal to create
10 lots for singie family residential use will result in 100 average vehicle tips
per day. Please let me know if you need anything else. Thanks, Mike,
../ ;~ ."
(
(
,
"
"
.
Fidelity National Title Company of Oregon
PRELIMINARY REPORT
In response to the application for a policy of title insurance referenced herein', Fidelity
National Title Company of Oregon reports that it is prepared,ito issue, or cause 'to bk
. . .. . . . I
issuedl as of the specified date I a Policy or Policies of Title Insurance describing the land ark!
the estate or inierestdescribedl insuring against loss which may be sustaiilf3d by reason JI
any defectl lien or encumbrance not shown or r~ferred to as an. Fxceptio!1 below or npt
excluded from coverage pursuant to the printed Schedulesl Conditions and Stipulations of tre
Policy forms. .
The pri'lted Exceptions and Excfusions from the coverage of said Policy or Policies are BEt
forth in Exhibit A attached. 'Copies of the Policy forms should be read. They are availa, 'Ie
from the office which issued this report.
This. report (and any supplemen~s 'or amend.ments) /s issued solely for the purpose 'of
facilitating the issuance of a poliCY of title insurance and no liability is assumed.
i
The Poliey(s) of title insurance to be issued hereunder will be policy(s) of Fidelity National Title
Insurance Company; a California corporation, . /
Please read the exceptions shown or referred to below and the exceptions and exclusions set
forth in ~xhibit A of this report carefully_ The exceptions and exclusiims are meant to pfovide
you with notice of matters which are not covered under the terms Df the title insurance policy
ai1~ should be carefully considered.
It is important to note that this preliminary report is not a written representation as to the
condition of title and may not list allliensl defects and encumbrances affecting title to the
land.
This report is for the exclusive use of the parties to the contemplated transaction, and the
company does not have any liabiiity to any. third pa rties nor any liability until the full premium
is paid and a policy is issued. Until all necessary documents are placed of recardl the
company reserves rhe right to amend or supplement this preHmina,y report.
~'iou,~~/o~d
-'1-
,
.
",(
Fidelity National Title Conipany of Oregon
800 Willamette, Suite 500 . Eugene, OR 97401
(541) 683-5422' FAX (541) 683-5437
PRELIMINARY REPORT'
ESCROW OFFICER: Chiquit McCloskey
TITLE OFFICER: David Forstrom
ORDER NO.: 01-511758-46- A
Amended
TO:. Fidelity National Title Co.
A TTN: ChiCleit McCloskey
800 WilamOette - Suite 500
Eugene, OR 97401
OWNER/SELLER: James D. Wynne, Robert F. Myers and G~raJdine .R. Myers
BUYER/BORROWER: Tuan Bui
PROPERTY ADDRESS:
EFFECTIVE DATE:
December 6, 2005,05:00 P.M,
1. The policy and endorsements to be Issued and the related charges are:
Owner's Standard
Lender;s Extended
Government Service Charge
100,116,8..1 Endorsemeht(s)
A"MOUNT
200,000.00
199,500.00
PREMIUM
705.00"
262,00
20,00
50,00
2, THE ESTATE OR INTEREST IN THE LAND HEREINAFTER DESCRIBED OR REFERRED
TO COVERED BY THIS REPORT IS:
A Fee
3, TITLE TO SAID ESTATE OR INTEREST,A T THE DATE HEREOF IS VESTED IN:
James D. Wyt:lne, as to an undivided 1/2 interest; ,Rooert F. Myers, aka Bob Myers and
Geraldine R. Myers. aka Geri Myers, husband and wife, as tq an undivided 1/2 interest, as
tenants in common
4, THE lAND REFERRED to IN THIS REPORT IS SITUATED, IN THE CITY OF
"SPRINGFIElD,IN THE COUNTY OF Lane, STATE OF OREGON, AND IS DESCRIBED AS
FOllOWS: .
SEE EXHIBIT "DNE" ATTACHED HERETO AND MAOE A pART HEREOF
,.~J..:_.~,___
I :'j,[.\ '\i~:~~"~~~~o\'~j
. ~
~:.C~2005
<
;;-~--'- ~.__.._--~,----!
....., r
,~","'_U_~I
~-,':"iL?L~----1
" ..
. ;
i
. .~. "",", -..n.... "-" ....'" _,~~""~",, ,.__"""_~;
'.
"~T"
"
Order No. 01-51r~58~46
(
(
EXHIBIT "ONE"
PARCEL I:
/
Beginning at a Point on the North line of the Robert E. Campbell arid wife Donation Land Claim
No. 59 in Township 17 South, Range 3 West of the Willamette Meridian, 2481.2 feet West
of the Northeast corner of said Donation Land Claim, which Point of Beginning is also 80 feet
East of the Northeast corner 'of County Survey"No. 1015; thence running South 71;1.6 feet,
parallel to the East line of County Survey No. 101'5; thence East 112 feet; parallel to the'
South line of said Donation Land Claim No. 59; thence North 711.6 feet, more or less, to the
North line of the said Robert E. Campbell and wife Donation Land Claim No. 59; thence West
112.feet to the Point of Beginning, in Lane County, Oregon. I
EXCEPTING THEREFROM that portion thereof conveyed by Stanley C, Broaddus, et al io the
State of Oregon by and through its State Highway Commission by deed recorded Aplil 17,
1959, Reception ,No. 65337, Lane County Deed Records, in Lane County; Oregon.
ALSO EXCEPT that portion thereof conve'yed to Lane County, Oreg6'n, by Stanley C. Broaddus
and Ima G. Broaddus by Deed recorded June 23, 1959, Clerk's File No. 71244,and Rhoaa S.
Price by deed recorded June 23, 1959 Clerk's File No. 71243, Lane County Deed Reca-ds,
in Lane County, Oregon. . .
ALSO EXCEPT that tract to Lane County, Oregon for Fairview Drive by deed recorded by
March 16; 1961 ,Clerk's File No. 26236,Lane County Deed Records, in Lane County, Oregoo.
. . . .. ,
ALSO EXCEPT: Beginning at a Point on the Northerly right-of-yvay line <?f Fairview Drive, sam-
point being 220,81 feet South 0' 47' West and 80.0 feet.Sout~ 89' 56' 10" East of th.
Northeast corner of Block 7, FIRST ADDITION TO CENTENNIAL GARDENS, as platied ano
recoraed in Book 38, Page 14, Lane County Plat Records; running thence along said Northerly
right-of-way line; South 890 56' 10" East 112.0 feet; thence North 00 47' East 120.0 feet;
.thence North 890 56' 1 o It. West 112.0'feet; thence South 00 47' West 120.0 feet to the
Point of Beginning, in Lane County, Oregon. J
PARCEL II:
A tract of land in Section 27, Township 17 South, Range 3 West of the Willamette Meridian,
more particularly described as follows: Beginning at the Northeast corner of that property
described in Reel 131 , Instrument #6550, lane'Col,1nty Deed Records, which point is 2:?69.2
feet, more or less, West of the Northeast corner of Robert E. Campbell Donation land Claim
No. #59; thence Southerly, along said line, 711.6 feet, more' or less, to the North line of
Fairview Drive; thence Easterly, along said Fairview Drive, 10 feet, more or less, to the
Southwest corner of that property d~scribed in Book 331, Page 63, said Deed Records; thence
Northerly, 'along said property line, 710.6 feet, more or less, to the Northwest corner of said
property; thence Westerly 10 feet, more or less, to the Point of Beginning, iri Lane County,
Oregon.
EXCEPTING any part of the above described property lying South of a line 120 feet from and
parallel to the North right-af-way line of Fairview Drive and excepting any part North of the
South right-of-way line'of the Q Street Floodway.
4V
2
,-
1.-
,
.'
I~
(
(
Orde~ No. 01-5111~:8-46
AS OF'THE DATE OF THIS REPORT, ITEMS TO BE CONSIDERED AND EXCEPTIONS TO
,-;::n"~""".'N ADDiTION TO THE PRINTED EXCEPTIONS AND EXCLUSIONS IN THE POLICY
FORM WOULD BE A OWS: , '
GENERAL EXCEPTIO
Taxes or essments which are not shown as existing liens by the records df any taxing
authority that levies taxes or assessments on real property or by the puhlic records,
proceedings by a public agency which may result in taxes or assessme~ts;or notices of.
such proceedings whether or not shown by the records of such agency or by the public
reco~ds. " ' / .
Any facts, rights; interests or claims which are not shown by the public records but which
could be ascertained by an inspection of said land'or by making inqu~ of persons in
possession. , ' , /, ' ,
Easements, or claims of easements or encumbrances, not shown by the public records.
reservations or exceptions'in patents or in acts authorizing the issu31ce thereof, water
dghts, claims or title to water, ' !
Discrepancies, conflicts in boundary lines, shortage in area, encroalments or any other
facts which a correct survey would disclose. ' -
Any statutory liens for labor or material, inCIUdi~9 liens for contribu ions due to the State
of Oregon for unemployment compensation and for worker's comrfensation, which have
now gained or may gain priority over the lien of the insured deed df trust, which liens do
~ot now appear of record. ' (
SPECIFic ITEMS AND EXCEPTioNS:' I
,
I
I
1,
2,
3,
4,
5.
~
city liens in favor of the City of Springfield, if any.
There are no liens as of December 6, 2005.
Rights of the public and governmental agencies in and to ariyportion of said land lying
within the boundaries of streets, roads and highways.
Easement(s) for the purpose(s) shown below and rights incidental thereto as granted in a
document. .
Granted to:
Purpose:
Recorded:
Affects:
City of Eug ene
Electric Distribution
October 14, 1937. Recorder's No. 55266!
Blanket easement
3
---'r -. --,
, .
"
c5
0
(J
0
(J
~
;)
( , Order No, 01-5111!i,8-46
Easement{sl for the purpose{sl shown below and rights iflcidental thereto as granted in a
document. .
Granted to:
Purpose:
Recorded:
Affects:
Pacific Power & Light Company, a corporation
Electric Distribution
February 7, 1962, Recorder's No. 58786
Blanket easement
Easementls) for the purpbse!s) shown below and rights incidental thereto as granted in a
document. .
Granted to:
Purpose:
Reco'rded:
Affects:
City of Springfield
Sanitary sewer
January 7, 1977, Recorder's No. 77~01125
Westerly 10 feet
Easement(s) for the purpose!:;} shown below and rights incidental thereto as granted in a
document.
Granted to:
Purpose:
Recorded:
City of Eugene
Pipelines
November 3, 1977, Recorder's No. 77-70551
Easement(s) for the purpose{sl shown below and rights incidental thereto as granted in a
document.
Granted to:
Purpose:
Recorded:
City of Eugene
Pipelines
March 13, 1978, Recorder's No. 78-16506
Easement(s! for the purpose(s) shown below and rights incidental thereto as granted in a .
document.
Granted to:
Purpose:
Recorded:
Affects;
City of Eugene
Construction Easement
March 15, 1978, Recorder's No. 78~17261
Northerly 300 feet
A lien for personal property taxes filed by the tax collector of the county shown, for the
amount set forth, and any other amounts due.
County:
Taxpayer:
CountY
Identification
Number:
Amount:
Recorded:
lane
Robert F. Myers
343,858
$119,09
July 19, 2005, Recorder's No. 2005-053329
Recorded:
Said document has bee~ amended by instrument
July 19, 2005. Recorder's No.2cio5-~o573q7
The following matters pertai.n to Extended coverage only:
4
'-T
c>
;Z
NOTES,
Note A.
Note B.
Note C.
Note D.
Note E.
Note F.
.-
(
Order No. 01-5117;$6-46
Any facts, rights. interests. or claims which are not shown by the public records but which
could be ascertained by an inspection of said limd or by making inquiry of persons in
possession.
To remove this item, we will require an affidavit and indemnity on a form supplied by the
company.
Any statutory liens for iabor or material, including liens for contributions due tb' the ~tate
of Oregon for unemployment compensation and for worker's compensation, which. have
now gained or may gain priority over the lien of the ins'ured deed of trust, whIch liens do
not now appear of record. (
To remove this item. we will require an affidavit and indemnity on a form supplied by the
company.
END OF ITEMS AND EXCEPTIONS
YOU WILL BE REVIEWING, APPROVING AND SIGNING IMPORTANT DOCUMENTS AT
CLOSING. LEGAL CONSEQUENCES FQLLOW FROM THE SELECTION AND USE OF THESE
DOCUMENTS. THESE CONSEQUENCES AFFECT YOUR RIGHTS AND OBLlGA Tim'S. yQU
MA Y CONSULT ,~N ATTORNEY ABOUT THESE DOCUMENTS. YOU SHOULD C@NSULT
AN ATTORNEY IF YOU HAVE QUESTIONS OR CONCERNS ABOUT THE TRANSACTION
OR ABOUT THE DOCUMENTS, IF YOU WISH TO REVIEW TRANSACTION OOCUI.1ENTS
THAT YOU HAVE NOT YET ASE CONTACT THE ESCROW AGENT.
06, Paid in full.
Amount:
Account No.:
Map No.:
Levy Code:
Affects:
$1 :i;'74
0230597
170327:h 01000
19.00
Parcell
\
\
Property taxes for the . cal year 2005-20 3, Paid in full.
Amount:
Account No.:
Map No.:
Levy Code:
Affects: .
$7.98
117S460
170327 3103601
19.00
Parcell!
a against James D. Wynne, Robert F. Myers, Geru.ldine
. . _.' i
There are no tax liens of record against James D. Wynne; Geraldine R. Myers or Tuci(l Bui.
. I
. 24 Month Chain of Title
Deed From James O. Wynne. to Robert F. Myers arid Geraldine R. Myers, readrded
December 12, 2005, Reception No: 2005-098501; $ 0.00 {1f2 interestl
5
'T"
Note G.
('
(
We are supplementing this report to add Parcel 11.
6
Order No. 01-51 H'-.~.8-46
'I
I
i
)
,
I
\
--T-'-
(
(
EXHIBIT A
AMERICAN LAND TITLE ASSOCIATION LOAN POLICY (10-17-92) .and
AMERICAN LAND-TITLE ASSOCIATION LEASEHOLD LOAN- POLICY (10-17-92)
SCHEDULE OF EXCLUSIONS FROM COVERAGE
n,.fulk>wing rn."......."p,.."".ly ."dud.d I",m 1I1. oo..,.;.,,~..ft/'l;ipoli<;y and tho Comp.ny""ll nol
f"lV I... c,_d.m~g..' 00'''. .""fnOy',I_.r oXP'''''' wnen.rise"V ro..ono~
1. 10\ AnV low, .,olnonce o,g"".(ntnontol rog~"'tion linchJd"'ll bu,n.. limiUd tobuiidino ondz.;~;"" tiw..
o,di""nc... Of.rogul",.,,,,,\ ,..oicting, prohibitinij or..lo'.>ilt<>mtli..""oup.""y,,,,,.,.,"n;Dymontol
tM.lon~; WI the oha..c.... d,me",;""" ., IOOOUM 01 .ny imp,ovem.ot noW or Mr..hot """'rM on tho
Iond;lffi)"'!>8roij,m;"owno,.b;p''',<oh,''Oointo..djms",;";"o,,,o,ofthBlsndo,onVF>'ccsl"l
""";;on!ho 10M is or w.... 'p.rt: or INI- 'n'""'.,.;,.~t.1 P,",..tion. or tho .fuet otony ...;.I.ti.," of tho..
10""" or<lln.oocB.'" go""mm.o..1 ",.uIoticn.-, .~c.p' to ~ '~Um' mo' a ""tic. of on. .ofo",a",.o'
th.,.,,1 0' . ""."" of a d.f.c'. ~~. .., .,..,,,,,,bronc. ,".u~il"lll f'~'" . v",lobo.. Of .11"".d viola'",..
illecM\I th.loruJ),.ocb....,.cord.dlnthopublio ,.eor<l.., 0.,. of Poicy,
101 Any ...v.mm,o"l PO,"" po....r no' oxduo.d by (.l ...".. .~e.p'" <11. ;_..,<11.,.. notic. or th<o
n."'... thor...I or. ""''''' 01. d.f.et, I;"n..f .""umll,.nc. ",.ul'mo fro",. "",..bon, '" .~...d
"",..'io".ff.e,lnuthelofldn...ba.n'8o"r<l.dinth.pvblle,...oro...O.u..fPor,oy.
2. Rlgh.s-ola",in.n,d"",.in unlou no'''' .cl......~.re;.o tho",ofho.b..~'.:on;!odin .....pubr'" ",oo,d.
..O.to.ofPo~oV, b,,,,,o'oxcl<J<ling Ilumco'o,....nV..km"wni$),.o..oe..mOdp'io'lDO....ofPol>oy
wn"h ",",uld. b-o blndil"lll ~,; iii. rivnb; "I. pureh..;" 10' v.l... withOu' ~""...!odgo.
3.- D.fo~"', Ii...... .""u",o..,..,... .dvo". d..im.; or 0.....' ,,,.It.'''
I.)uo".o..uff"'~........,.d"'.g"'edt<>b\<thomiou"'dcl..iti,,ot;
lol.'\<"k""~.nl<>tn. Comp."y. ",,'n.'.,,'d.o ;n....pubr'" r.eo..t.., Oat. 01 PollcV. b.rt.t.nown...
""'"",u.-...JcJolmanr .rnIn,,'d~lo..d 10"""",," tolhoComp.nybV.....i"""rao.Ia'm.n'p'.....'dllt.
o...tho.'n~<i,I"'.n'boi.m.'nin<"'.d1JndOf.lIt;or><>I"'v;
lel'"""~ln~lo..o'd.,m..."'thoinlu..oclo,,,,.nt;
Id] .""0M;g 0' cr..'od .ub"~lH<n"c D.... "I PofICV. 0'
I~I _u~inq in 10.. e, d.m... whicll ...,;,uld not hOv. b..n ,co.-lI;n&G if tho ~o <I.;",.n, had p.id
v.l....i.,th..."'..o,in...'..'mr~.Vthi>r><>li<y.
4. Un,;'hi"",.b.,.;,. oflr.. Iion.I rho "",u,od ",.".... bOc."~8 ol'th~ ;;"bility c,i.....,; olthajM\r,.d."
D.to.IP.ioy,o,.....in.b;r~ .,f.ilur.ol.nyS\Jb..qu.n'o"",,"'oltNln<!.b'odn...,tc<Omp~Wl'"
.QPlie.obledoil"lllbuoi""..lowo.olth....,.in......nloh.....landjo..,,""..o
~. In..lidity or unenl.",..b~ity of .'th..I;.n.1 tha jn<u"d "'0.ftl;J.~.. 0' .Ioim ",."",1; .wN.h ,""..- out.f
tho'''....<tion.vid.''''.dby_I....'''.d'''''........n<lt~ b...duoon....uryo'.""o"....um.'c'..tn
oro""'tiO" ",tnlth.., lend... I.w. , '.' , , . ...
6. An. <tnlUt..ry "'0 It>r <.",,,,... Iabo' or mOl...." (or "'a d.jm 01 pno"'Y ., .nv <..lUtory ,on for
....;;c... Iobor., m.toriob; .v., tho r,.,n..1 tho .......0 m.rtQ.,.1 0';'-"" Imm .nl",,,,,,,,,,m."t .,.~,k
",I.... '0","10,,0 wh"oehjo..",,,,,.,.dlcoondC<l,,,m.,,,,.d ,ub<.qu.n"eD... 01 Policy .no" nol
Jioo~ in who.. 0' In p.rt bV 'p",...d..I the Ind.b",dn=- ,..u,.d bV tho in"""d mo!tljo.' "",",h
.'OOtooIP.IicV"'......rod)"O<.dva"""d...'...obl</...d"'.dV.""'. .'
7.Anv"'im""hich.ri'...outoftho'ro"".."""c,...tmoth8in""'<tolib.,..ortG.o..~-'dbythi>.
.oJ"Y. by ",.<on 01 tho o""lOtion.1 loll."i b~nkrup"'V. ...'" ....olv.ney. .r .ima" <",d""",' rign'"
low;;, ",.,,,,b...d,,,,: . :
m",.tron.-..,.,nora.tim;J"""in"f_olthoin<u.odm"""8~..b.lngd..';'od.lrwdt>l.ni"",,,,.y"'"
o,!r.ndul,;o..""....I." ~,
lii'.t/lo'Ub"onl....tion.ltho:int....'.lthaln.""'.imortll._"....utt.rtho.i>pr.:.,;;,nOltM.
d""""," ofoqLJilobl. <.morO...""n;.r '. . .'. \ .
Iii) tho Ir.......ticn .,"",u-.v tho In..'." 01 thoo ....u...d m.,,"'~" hoo>ng d...",.d. p,"lorantiol ""nd...
."".p,w""..thop'","',,,nriol ti.""""ro'u1Uh-P",,,,,,loiluro:
1.1 to!fmoly "'.or<l""'....'rum.."ol""ns"'''.'
Ibl of $""0 ,,,,,onht".. ~ im'p.,. notic. 10' purcho<", 10' v.... .,. jud..m.M.. iion ",.dilo,.
AMERICAN LAND TITLE ASSOCIATION OWNER'S POlley l10"17~92) AND .
AMERICAN LAND TITLE ASSOCIATION LEASEHOLD OWNER'S POLICY (10-17-92)
SCHEDULE OF EXCLUSIONS FROM COVERAGE
)
Th. 1..1",,,,,,,," m.n..oaro ~.pras.jv .'olurl.d hem ""'<.V.fOg' ofthi. p..r""I"ruJ tho C"",,,,,nv';'iN no'
p'VIo.. or.d.",.g.,.or;to..nornoy'. I..c 0' o'p.o<o, woc.b.rioo by ro..onof::
1. 1.)Anyl.w.on;\ln.nco"f~ovomm.n"'l,oqulotJo.I'""lv<llngbu'no'lirnitodlobuildlng.r>d;.nlngl,"'''',
",ol"""""o,.",,"ulo,;....1 ,o.tr-;.,.,O. prohib"ing "'''''.'lng,.,(ilth.''''''W.;,.y''":'....'Ofljoy'''.n'..f
"'" I.nd; WI tho .~...oto" d,mM<"'''' Of Ioc.tion 01 .ny Imp,.vernon' ""w", n....Il"....ctod on ,I,.
Iond; Ii", . ..p....."" in ow~."'hlp Of. oh.ng. jn 'h. dim.""io", 0' .". of tho lan<l ~"n~ """,.i 01
whk:bll1..""'d..-o'''''''''P.rt;.r(i\lI.nvi",nm.ntolp",,,,o'ion.o,m.,jl''''.f.nVVJ<>Iot><>nof lh...
"""0. o,d",."".. or ge"",,,,m.ntol. ...gul..o"". ..c.pt to "'. .x"'.., "'.,. ",,'ie. 01 tho .."fo'~.,...o'
'h."'..Io'."""<..I.d.f.c','..n...n.urnb""".ro.ul'ingflom.....loliono,.1Ioo...iobloon
rlfoctiog tho Ion<! b.< b...o rocor<!.d in tho pubu. ,.<on;!, ot D... of Po~SV. ,
(bl ..1,"'10."""'''1.0..1 polico pnw..n<>'o,clud.d ".(.I.bov....c.p"o""'."",;,':""'~ ""tie. of "'.
".""'. 'thOl.ol 0' . notie. .f . ..1..,. ion 0' .nc"",b"nco "",uIO", ITom . vloiol",n .., .n.~.o
'"nio'ion.ff~,l"IIltho..ndh.;.l>oe"-"'"o'd.diothep""!ic,.i:c;o,.,Oo..oIPolil:y.
l; m.M. 01 ,,,,,...n' dom.in un;"., notic'o 01 tho ..~rcl.. ""'",of ho. 1>-0." ,"0<01.0 In tho pUb"o r""ord.
.,D... ofPol"y, nut.no,.xcI""lng l,omc.v."'~a.ny...lngwh;.,hho'oe'\>rr.opr'oor'.D..,..IP..I"'v
wh>ob",",.uiobobind,ng ""U'..rivh.. of,.pu"'''...., rn' ""....witho<r1.""w1odO',
3.0.1..", I,on<, oncumb..""",. 2d'....clo""., o,,,<boo,m."',,,,
I.J~f'O",~; <"","",d. u""",.d., '~'.cdtobyth. n.urod cloi~."t;
(bl"""no.""" lothoComp.,ny..",,'.raoo,..din "",'pvbli,> ""'"n;!..i6....'Pof"'V,butk"'''''"...m;,
...""oolo""."r.nd""tdiod."<lmwntlnlilo.t!1,C<l,..""nvbylho""'unldd.j",.n'prlo'''''nooalo
lh.inou",dol.irn.o'b..,.,;,.,ni""u,",oundOf'hilpo*,y;. '
Ic] ra,u~;nG in no 10""'0'''''.' to tho in>u,o<Iel.i",."t; \
101 .nO.hi"".., "",.tod ."o;.qu.;n' n; .D... ofP~lioy; 0' . '., ,."
1.1 r&Ou!tl..g ,n 10.. <If o.m.o. wrueh would fIC' hlrvo "".n ,tr.<..in~ ,( the ...",od ol..m.", ho< p.ir:!
v.,,,,,rcrtho.~,"~o,i,,,,,,,.dhytbio,,,,",,y, ,.' . 1
4. Any.I.;""which......outnfthou.n..c...nv.."ng ",'hoi"",,,,.d lh...."'" orin"'," "".."",d "y
lhi<.p.iicv, bV ...."".ottho.op...uonoflod."'1 b.n.",pt<:y. ...."'in."....ncy. o"im'"'tred""""
f1.n'" 10...... tho',i. b...d on:
W tho "."",,0,"0" o,.o,;no tho ";'''0' inr.r..' """"d by lh.. poiic:y "'m. d..m.d. I ndulo"r
c.n...y.""...,IToudul..nttt.mf.".or , . ..' , I
(,I tho tr.",ac""" <,..tir\ll ,n.. ....,. 0' Imoros' insurad by thi< P"'.V boing d..,...d . p"I."'nd~1
1r...........o.p,wn~,._."'I.;..n".ltr.".oI.;;'.,.,,''''fr<>m'''.I,II'''.: \
101''''',,,.ly'.oo,0....1''''''''''.n''''''"''''to''n' . .
'",., ~ .~..~, . 'm". ..~. .. ".~...; ,,, ..C. ... ,"".m.., - ,., "i'."
Th"b"nALTApoJlov!o.m.",.yb'i..u,;dt<l.ff.r<l~;ih.'S"nd;nlC.";","g"o'E.",ndo-dC';""",.2.'ln.dditioo totr...
.bova Ex<iu.iom Item Covor.go, th. E,.'pbon< lte,.. CO"-"lOgO';. S..n<I.r<lC""",,.. policy w,~.1so induel. ,h. fo~owing
G..no..IExceprio,.,.-:
SCHEDULEB
GENERAL EXCEPTIONS FROM 'COVERAGE
Th.. po,CV do.. nO' in.",. '\I.im, loss... d.",.g. Ian<! tho Comp.ny will no' p'V 00''''. ..tom.yo' f'-"= or ."p.",o<) whio~ ..... by ",.co.. of:
1. T,o'~""".'.m,,,"'-whieh .,.""t.ho...n....i,riog .on'. bYlh.,;<crd<ofonytil.iog.uthortly thot
1o"""'......."'...=<m.o(,,-on.'..lprop."y o,by the p.ubf", ",corDI. pr=.odirlg> bV.pub,. ...,..,V
whioh",.y"ro.ul'in tox.. "'......-m.n... "-,n.tic...of.".h""",,,.dl"l/< whoth.''''no,.ho""" hV'''"
,"",,,d.>>f,uch.go,;.,y.,bV'h.publil:,.,,,,,a..
2. Anylo.u. noh..,in...'.....,,,iolm. wI,ion."'nn,.hownovthopubr", r"""r<l.bu'wh,,"=ul'd o.
'.o.,-,.",.d~v.nJ"'1'ooctionol'.IdI.ruJcroVrn.klnginqujryolp."""'","""="'n.
PART 1
J. E...."'.nt.. Of ol.i",. oi ...."'~nl<.' ."""mb;".~. not .how" oY ..... public ,"".rtI.. r"'.""-tic'"
.r ..copticn, In "-"""''' ~r ,n .<b; ."""'ri.",g' tho j",uo",," thoraor. """" noh... ...into 0' titlo '"
"".,....
4. DI.craj,.nci.';" <cotl"", in b.;und.ry line" ,hort.lg. in ''''.. enc",.d,moot.<, .r .nv .th" to~.. wM:n
. o.n-ac',u......ywouid ~iSolc<.. .
5. Any <totuteryi.""fo,l.bo,,,,.motan.l indlf<ijn~ ,..... r.,..,ntributicno o'c""'''''"S''10010....''0I",
un.mpl<>ym.o'..enmp....."...n ..-.l fe, .....'oa'" o.;mp....~"on;. wh'cn h~n ""',"" ~.Io.d..' m.y 0''''
p,;o.ity 0""" ~ ~.~ 01 tho ,,,"urn" d..o r:1I frUC', "",",b li.n: do no' n"w .p"..,.1 ,",""n!.
nT~-
~
(
(
Fidelitv National Financial GrOlla of Comoanias' Privacy Statement
July 1.2001
We recognize and respect the privacy expectations of today's consumers and the requirements of applicable federal and state
privEley laws. We believe that making you aware of how WB use your non-public personal information ("Personal information.),
and to whom it is disclosed, will fo'rm thl! basis for a relationship of trust between us and the public, that we ,serve. This Privacy
Statement provides that explanation. We reserva the right to change this Privacy Statement from time to time consistent with
applicable privacy laws.
In the course of our business, we mllY collect Personal Information about you from the following sources:
From applications or other forms we receive from you or your authorized representative;
From your transactions with, or from the services being performed by, us, our affiliates, or others;
From our intarnet web sites;
From the public records maintained by governmentalllntities that WB either obtain directly from those entities, or from
our offiliafes Of others; and
From consumar or other reporting agencies.
Our Policies Regarding the ProteCtion of the Confidentiality and Security of Your Personall~formlltion
We maintain physical, electronic and procedural safeguards to protect your Personal Information from unauthorized access ~r
intrusion. We limit access to the Personal Information only to. those employees who need such access in connection win
providing products or services to you or for ether legitimate business purposes.
Our Policies and Practices Regarding the Sharing of Your Perf;onallnformation
We may share your Personal Information with our affiliates, such as insurance companies, agents, and other real estate
settlement service providers. We also may disclose your Personal Information:
. to agents, brokers or representatives to provide you with services you have requested;
to third-party contractors or service providers who provide services or perfcrm markoting or other lunctions on our!
behalf; af1d
to others with whom we enter into joint marketing agreements for pr.oducts or services that we balieve you may
find of interest.
In addition, we will disclose YOU[ Personal Information when you direct or gi~e us permission; when we are required by law to
do so, or when we suspect fraudulent or criminal activities. We also may disclose your Personal Information whef1 otherwise
pcrmined by applicable privacy laws such as, for exam pia, when disclosure is needed to ef1force our rights edsing out of I'If1V
agreement, transaction or relationship with you. .
One of the important responsibilities of some of our affiliated companies is to record documents in the pubiic domain. Such
documents rriav contain ycur Personal Information.
Right to Accllsa Your Plilrsonallnformatio'n and Ability to Corract Errors or Re,quest Changes, or Olllation
Certain states aHord you the right to access your Personal Information end, under certain oircumiaances, to fif1d out to whom
your Personal information has been disclcsed. Also, certain states afford you the right to request correction, amendment or
deletion of your Personal Information. We reserve the right. wheri'l permitted by law, to charge a reasonable fee to cover the
oosts incurred in responding to such requests. '
AU requests must be madll in WTiting to the following address;
Privacy Compiiance Officer
Fidelity National Fif1encial, Inc.
4050 Calle Real, Suite 220
Santa Barbera, CA 93110
Multiple Fmducts or Services
If we provide you with more than one financial pr6'd'u'ct or service, you may receive more than one privacy notice from us. We
apologize for any inconvenience-this may cause you.
c
"T"
)
~Y~I-:o: ~'356e-rj ------y"O';;o;'~'H'"J
o I "'PPRDX[>1I\T I'''' ,,/'Q,-ZA--3O"t..;-<-""'S."""-
tF- /.. 1I16TH COR(.ER iIi~ 600
,I I " -t .
,... 1'-''''', ~.i'i:'~.'.:.'. g~O .-L.: ~O,L __,<:, .' ~,:;, 3,93 AC,
) Dr ~ -, 1100' 1000 J~;;' - ('" "~
J ,-.. ~ -J r" 0.80 AC. t~~' ? \ ....... .'/';":"
, j -d''''''~ ,; 3 ff ~( :---
;, :::J:. r --x :*' '.~ ". "<,,,,702
t.l r- "', \) b " .',
. 0 l' - , , I"' , ., ~;, ~, mAd<
-8 :..J r f0 Q; ,.:~ S.2253~ ~ .f.:...f .~Itf w~..t ~ .
~'" (C) (-" 6 g : ' ~ \ m , .~ t~r ~,- 800 700, ~_
i;;:i hr r '--' t.-;: ,ell ..0'3"; :;_.~.tt~. N
J "{j tv '~' " .tll.'''~ '.: ::~~;~;~. :i.~:ii:'~ '5{~i",..-,~.~,j:.; ~.
;, ..J __ ". ,~ii ~
....,. ',:,'. / ----- l' f.t .Ii ~ 71~f ;). ill
....... ~ _ QU\N~U L '" "'.. 7!l~\tl'-~ l-L:r!tt ;'.'~. '
..tJ "".;" 'NES\ 0..; "'~' lelJ d,'" ~
U ~\JE.N\JE. 111,')3': ~,"IJ. ~ CI2~1{. ~
1101 .~. ~.l1';',) ~'
~ ~:~ ~r~':~
~ q!B
\
'#
~
l)J
~
"
,~'
f
N.E. Cor. BIK 7
Isr AdditIon' to
Centennial
Gardens
~,
.
'!~
I"
.'s. R!l',~,~~.~~ .i.12 a.!l
I.......r.,.~.:-;:. -~ i"
eo.o.
.N8!1.~!t.."ov
.
.,
~
~
1102 .
!
1001
!
~ --{;l@)
~
-<',;.,' ~ I
FAIRV I EW ".~ ""
. I:,':
. L\ :1'.
':~.y -
,
,.
,
~
!
le'- ~
sr,',,,'/O"c.
~~-l
L. -; ..
h-ffi-l
I
I
:'
'"
7:$".
7.5'
rx
-.(.
, ~~
.::::::: Cl ;~~~'~ J:
..
-"'-.,iE'
.'fl'"
1200
'''<''
1400
.loa'
.~
..
b
:/
1301
1500
/p, I
i
I,ll
'~~:i;"-
:~I'{j~~':
I.J "./;
ll~:::"":;-~ /'~;:\I
~;. n:j )}
- - '<:',;
r
I
I
I
I
I
I
I
I
I
I
I
l11ir~"~O' E; i'
301
1.30 AC.
..-1"",\
.,
~;
~ ~
L
_li
. ~;
S.38347
r-':---'
\ "o~"a~. 'VB. v I h;
7~V~' ! /'-
I ~ff'I. ~'otJ"~ " 8~~i~
I
I
I
,
)(..~ 0.3
~ ~I~ . r-I}
, -
iii ..
~,
"I "11.40' ~
~, 400 ' 0
JI ~O,13 AC,!'
~I ~ r- N 89"29'L
71."-0. 1~.'?'
0;,""".,....01':1":)_'""1"....,,-
<d 10l.....,.
I ~ 500
:1~0.19AC"
,
,
101:...""'-0'
>>."-'\' "c-~.<>..-w
1600
/p.. .
FIDELITY NATIONAL TITLE COMPANY,
This sketch above is made solely for the purpose of assisting in locating said premises an-d -the company assumes.
no liability fDr variations. if an" in di!nell:iions.an~.!f-!p:.H!q!rascertii.ined by actual,survey.
Map,#' 170j"Z73l-1I01OO 1100
~
,
S. ,.. i'
....<:>\.a~.
....13 \.z."\'",c'w
/160;'.,
,
1700
1800
("0'
N.
,
I 3500 'I
I I 71 I
1/1__ _ .----t-----l't'!!.:"~.8.." BY GULLY" BIKE.f'ATld .1 . J
..-/'" -I amor- _L . ,..._"""."'-------r-----t---.......:....kl/.;;;.:.--Jill='''''----y~-
1 I Iif.""';' , 'I-
I ' ,"'''"' II~ --..-.- I '""""" J'
~.I,..-'..,., ';ll,,',OO ..............
. ."- . ...C. . ( ~.'"'~....
--," ct' gOO -9 _~01 ,. ,.' l.-.~Plc. T.L:.S -fOO- 'r=:-
," 1100, 1000 .~ __."_'-""'= '1, ' '''''''''00 i 112
I O.80.AC. ~,' " \ !.A ---
I "(.
~: I; !,F- ([)~9=(QJ(QJ :~--
.-:-' 't ! S.22538 . R 'l(~ ~~,-,,,. ~ l~ ( i
,.,) ~ t< 01" I'J"~"-#- 700 1 ..
'" , \," .... r -. - - "3 ~
" . ,--~~~~.'W )'800 ~
~.' ~"_t. ~,' ~ I --~~
~,amf'i l., ~ :1
v1ES1 Qllltl,tl.Ul ~'.: ,~:1-; r. J
/l.VEIHJ~ ~.' '\'" ~:. 1, ~
/,.:~,. . '"' ' ,
',1101.~ r): t S.~Hh
~ ~ . ! ~ a I
N.E. COt, BIK 7 t t~ ~ l .f
~t Addllloll to ., ' ~ ! 1,1 .1
I 11al " (,
\ orden$ _0' ~''1'''''''( ~'ff' . f, )
.~ ....;;~~:t'~. . ~gf~-- - ~ f ~ I
,,; j oo,l I
fl l !', I
'< ! .'- I
_ . i I I"
$"'nID'~ .~....' ,$ l~ I
f~-"l FAIRVIEW '':''~':-"""",,,
'r9' ,,,,,,,,_,,,.>y([J]9-iOJ3 ~
1"1-*'1 1200 ).- ~
! " . 11301 1409..... e 1500 . 1601
I ; ~ IiJ /..... ,...... 1600
I i' 12;~ -).' ~
I < .
1 ~. ( ~'l;f.~....."".(.u.l ~
"'IO"i>, 1
I ,"'" ~ '
I 1302. 130J~~
1,,\p..'j.\N\\J~l\ I, ~y.bl~1 ii
,I \1 . ,,~.. .
~ _ -.-"LYMPlC ,I s~'''~- ,< ,
""(__ _ -.......:d1'.!Di:4 :i' t~
Y " '
II rlJ:S 11: ~ ~
/' . ~ J~ :1
L . ,4 -
_ "-c.<>' ""T'4L \ }i
''':.,:i.;:: ~ . ..... ..
L=,....l 'b~
~:t
q
E
',-,
2201
~ __ f
~5WO~
~ .Ri~g,.."lh l
,/~ ,tot
. .
, '
j' fll'IP -i'-"'-::''''"
: ~~ : ~ ~
:.~_~'_: ;UIOO
j ~'.."h :!;.~'..~ fiM%. ~~.
,;~..:. . ' :-,.'" ~ :~
E'-W' OLY~;'C~o ":
............" - ~--
'S.37009 '" ~ h
. "".k ..,....~""'- w ..
~oo ~ ~ . ~ '" ..
,..... U:-'f:i ~~. _ ~~ ,,~
.1~3;OOtI13~;:OI,~;ioi' :i~o I 1700' i;~.~;~:,~;~f::I~;'=:(~lig
: .." ir P~l, I o~DPc. : 0000 00 2300
Q .... ....,~ n ~~J.~"fii _ ..
,
.,
~ i
SEE
DETAIL.
MAP
NO. I
5,30347
I
'"
~
o
~
is .500~'
JtO.'9AC.
,
,
M':"~~'~'~'.-N I
......,:~.::~
~
i:J
"
1700
1901
t14AC.
I
; "''''::;.l"Jt
1902
0.2+ )1;,
"
~ \
\
,
~ ~ I ~ .
"1 ~I U_' ,c
.t~~~
'1900 '
O,~7 AC, ...
~
,~
, '
..
d
,\'
~
/<.<t'
~.<
7~,"
3400
;
iffi"
~' ~:::"';'I" !:':":-~,) ',<s.^
t1' 111 ,~;. 110 .L . \:':~r.~";';:/:
, ~.~ ~1109 :~'-,."rg_,.i.-,
'" I' ~ .,,'r \ t .
..I.!ftff~ I'\.';~ 10 ~ .
-....:t~~:... '""'{,~ ::~:~.~.;..
~~~l~~ -lV, OUINA.~T
:fl' "<.
r; 10'8 ..
....,
'-.'
'2100
t'~:i!l{~;;~~~.:S'
1
.~ '
j
'-
i'
I
,
,
I,
'~~"
-..",..
\
/.
.. American Title Group
Escrow No. on025766
\
WARRANTY DEED (INDIVIDUAL)
DELAINE R. MEYER, herein called grantor, convey(s) to TUAN DUI, Grantee, all that real property situated in
the County of LANE, State of Oregon, described as:
See Exbibit A attacbed hereto and made a part hereof.
and covenant(s) that grantor is the owner of the above described property free orall encumbrances except
COVENANTS. CONDITIONS, RESTRICfIONS, AND EASEMENTS OF RECORD.
and will warrant and defend the same against all persons who may lawfully c!a.im the same, except as shown above.
The true and actual consideration for this transfer is $145,000.00..
Dated January 3, 2006.
pJ~..'n~d(.~
DELAINE R. MEYER 6 --
STATE OF OREGON, County of LANE) ss.
On this~tLI'1..lULr 0/ 1-, ;l.OC0 personally appeared the above named DELAINE R. MEYF.R.and
acknowledged the foregoing instrument to be HER voluntary act and deed.
Befoceme: ~
. OF~~I;:';';':.'d' ~ ~ u)~{ I U(M1~
'i'= GINAlLARSON .~, " '-'
cr~ NOTARYPU8llC.OREGON Notary PU?llC IOrOru:.GON /, <Yf.
~ COMMISSIONNQ 374108 My commiSSion expIres: fiero/Of)
c. MYCOMMISSlONEXPtRES./AtJUARY182008
1 ~~ ,rte(':lOlffifii".;::;':;.;,-,,:,': elude cash plus all encumbrances existmg agamst the property to which the
proper1y remains subject or whieh the purchaser agrees to payor assume.
WARRANTY DEED (INDlVlDUAL)
Ul
STAT.~_Clr_Clnr.cou_.. .
, Division of Chie' Deputy Clerk
Lane County Deeds and R~~ords
2006.0010~~
,
m:LAINE R. MEYER
TO
Coun
I,
on tho
o'cl~(
1111111111111111111111111111111111111111111111111 $31,00
00771037200600010880020112! 01/0612006 12:39:31 P"
RPR-DEED Cnt=1 Stn=5 CASHIER 04
$10.00 $11.00 $10.00
Send Tax Statements 10:
TUAN SUI .
'(Sq~3 13a,lc<j Htlll&.
~J~fJe, ()~ 0'h/1"'5
After Recording Return to:
PACIfo"IC NORTHWI!:ST TITLE or LANt:
COUNTY, LLC
560 COlJNTRY CLUB PARKWA Y
,SUITE 110
ElJGENE':, OR 9741)1
W
Title
Bv
Deputy
_ Vlsiorlfc.mLSD0030R Reot_llllZll!l?
--
-'
_ ......,-".._-:._._... -.'"-_',._-..-::.'.~--=:I-''''::''''~::_'''_'''M...''_''_ ....._.~.~_M' .__.cL.-,__..~
\
"
,
~ .
,
E,xhibitA
BEGINNING at a point on ~hc North line orthe RobertF.:. Cll:rnpbcll and wife D.L.e. No. 59 ill Township 17 South, Range 3
West of the Willamette Meridian, 2280 feet West of the Northeast corner of said D.L.e., thence South 710.6 feel, thence West
p<lrallcl to the South line of said D.L.e. 75 feet, thence North 710.6 feet to the North line of said D.L.C., thence East is feetla
the piaee of ~eginning.in Lane County, Oregon.
EXCEPTING therefrom that portion conveyed to the Slale of Oregon by deed rcco~ded .July 26, 1956, Reception No. 90751:
ALSO EXCEPTINC that portion conveyed to Lane County by deed recorded June 22,1959, Reception No. 71168.
_._----'.___..1
\
;
:-:r,'
,.'
;
,;;" ..
Dil/islen of Chi.f D.pu;;"~"'"~';Jlerk
lane County Deeds and ~l$rds 2006-uOl087
111111111111111111111 ""1111111111"111111111111 $31,00
00771033200600010870020024
RPR-DEED Cnl=1 Sln=5 c~J{~~~ 12:39:31 PN
$10,00' sli.ao $10.00.
RECORDING REQUESTED BY
FIDELITY NATIONAL TITLE COMPANY OF OREGON
GRANTOR'S NAME
James D. Wynne and
Robert F. Myers, aka Bob Myers and Geraldine R. Myers
GRANTEE'S NAME
Tuen Bui
SEND TAX STATEMENTS To:
Tua" Sui
85903 Bailey Hill Road
Eugene, OR 97405
AFTER RECOROING RETURN TO:
Tuan Bui
85903 Bailey Hill Road
Eugene, OR 97405
:;...AI....t; AbUVC r Mr::. LINe rUN Iitl.UI1Ut:H ::. U::'C
STATUTORY WARRANTY DEED
James D. Wynne, as'to a'~ndivided 50% interest and Robert F. Myers, aka Bob Myers and Geraldine R. Myers. as to
an undivide~ 50% interest, .
Grantor, conveys and warrants to
. Tuan Bui, .- .,
Grantee, the following described real property, free and clear. of encumbrances except as spec.i~ically set forth below,
situated in the County of Lane; State of Oregon,
SEE EXHIBIT ONE ATTACHED HERETO AND MADE" PART HEREOF
Subject to and excepting:
Rights of the Public, Easements, Covenants, Conditions and Restrictions of record, if any.
THIS INSTRUMENT WILL NOT ALLOW USE OF THE PROPERTY DESCRIBEO IN THIS INSTRUMENT IN VIOLATION OF
APPLICABLE LAND USE LAWS AND .REGULATIONS, BEFORE SIGNING-OR ACCEPTING THIS INSTRUMENT THE
PERSON ACOUIRING FEE TITLE TO THE PROPERTY SHOULO CHECK WITH THE APPROPRIATE CITy.oR COUNTY
PLANNING DEPARTMENT TO VERIFY APPROVED USES AND TO DETERMINE ANY LIMITS ON LAWSUITS AGAINST
FARMING OR FOREST PRACTICES AS DEFINED IN ORS 30,930,
THE TRUE AND ACTUAL CONSIOERATION FOR THIS CONVEYANCE IS $200,000.00' ISee ORS 93.0301
.. 50% of which is paid to an accommodator as part of an IRC 1031 exchange
AFTER RECORDING RETUP.N TO
FIDELITY NATIONAL TITLE INSURANCE
, COMPANY OF OREGON
BOO WILLAMETTE. ST.. #50D
EUGENE, OR 97401
iL~...,..;l~=-
;~s D, Wynne , ' .
~~~//~----
Bobert F. Myers, aka ~yers ,
,0 .. : oil Y/0,r-P.-...
~e" ,J '.
DA TED: January 5, 2006
STATE OF OREGON
COUNTY OF LANE,
This instrument was acknowledged before me on
January 5. 2006
[!'--~--~~ ~ ~~
(I) OFFICLAlSEAl
C P Me ClOSKEY
, ' NO'TARYPUauC.OREGON I
\ COMMISSION NO 361873 I
I ~ CCl.1MISSIONE~~S.:~T }O 2006 I
by James D. Wynne. Robert F. Mvers. aka Bob Myers
anrl G.,aldine R Mvers ~ k
e(2.. '
NOTARY PUBLIC FOR OAEGON '0/:'" -I,n_~
MY COMMISSION EXPIRES: 11".,t...(,,) I t.I ..,.
FOAD.313 (Rev 2/961
STATUTORY WARAANTY DEED
&M- 5117$, II,.
,~
,I
,
....,;7 ..
Escrow No. 01-511758-CM -46
TitJi3 Order No. 00511758
EXHIBIT ONE
PARCEL I:
Beginning at a Point on the North line of the Robert E. Campbell and' wife Donation Land Claim No. 59 in Township
17 South, Range 3 West of the Willamette Meridian, 2481:2 feet West of the Northeast corner of said Donation land
Claim, which Point of Beginning is also 80 feet East of the Northeast corner of County Survey No. 1015; thence
running South 711.6 feet, parallel to the East line of County Survey No. 1015; thence East 112 feet, parallel to the
South line of said Donation Land Claim No. 59; thence North 711.6 feet, more or less, to the North line of the said
Robert E. Campbell and wife Donation Land Claim No. 59; thence West 112 feer ,~o the Point of Beginning, in Lane
County, Oregon.
EXCEPTING THEREFROM that portion tt'o'areof conveyed by Stanley C. Broaddus, et al to the State of Oregon by and
through its State Highway Commission by deed recorded April 17, 1959, Reception No. 65337, Lane County Deed
Records, in Lane County, Oregon.
ALSO EXCEPT that portion thereof conveyed to lane County, Oregon, by Stanley C. Broaddus and Ima G. Broaddus
by Deed recorded June 23, 1959, Clerk's File NO.71244,and Rhoda S. Price by deed recorded June 23,1959 Clerk's
File No. 71243, lane County Deed Records, in Lane County, Oregon.
ALSO EXCEPT that tracHa lane County, Oregon for Fairview Drive by deed recorded by March 16, 1961, Clerk's File
No. 26236, Lane County Deed Records, in Lane County, Oregon.
ALSO EXCEPT: Beginning at a Point on the Northerly right-of-way line of Fairview Drive, said point being 220,81 fee,t
Sout~ 00 47' West,and 80.0 feet South 890 56' 10" East of the Northeast corner of Block ?, FIRST ADDITION TO
CENTENNIAL GARDENS, as platted and recorded in Book 38, Page 14, lane County Plat Records; running thence along
s~id Northerly'right,of-way line, South 89056' 10" East 112.0 feet; thence North 00 47' East 120.0 feet; thence
North 890 56' 10" West 112.0 feet; thence SoUtt1 00 47' West 120.0 feet to the Point of Beginning, in Lane County,
Oregon.
PARCEL II:
A tract of land in Section 27, Township 17 South, Range 3 West of the Willamette Meridian, more particularly
described as follows: Beginning at the Northeast corner of that property described in Reel 131, 'Instrument #6550,
Lane County Deed Records, which point is 2369.2 feet, more or tess, West of the Northeast corner of Robert E.
Campbell Donation Land Claim No. #59; thenc'e Southerly, along said line, 711.6 feet, more or less, to the North line
of Fairview Drive; thence Easterly, along said Fairview Drive, 10 feet, more or'less, to the Southwest corner of that
property described in Book 331. Page 63, said Deed Records; thence Northerly, along said property line, 710.6 feet,
more or less, to the Northwest corner of said property; thence Westerly 10 feet, more or less, to the Point of
Beginning, in Lane County, Oregon.
EXCEPTING any part of the above described property lying South of a line 120 feet from and parallel to the North
right-of-way line of Fairview Drive and excepting any part North of the South right-at-way line of .the Q Street
Floodway.
---'
/
GENERAL NOTES
1. ALL BOlJN[)AAY MID LOT OWW51ONS A~E .....PRO~I~A'E
:<. CONTuuRS ARE BASEOON CHr OF SPRIN~1O..0 DATUI.!- THE
SE;NCfI"ARKUSE:O!SASQA(!f!(:ArlHES(J(fTHfA5TCORNE:ROF
AT Ill!: TOP BACK OF CUITa 0< ~A"ARACK ANIl QlNMLT STReETS.
lHfd:LEYATIONOF SAIOSOUAREIS 4~B.17.
J. 'THE: M<:TRO Pl^NOE5lQ~TiCNFO~ THIS PROPERfr A~ All
ADJACENT PROPERTIES IS LOW DENS"Y RESIOl:Nl1AL TIiSPRO"rRTY
Af'O ALL ADJACENT PROPERTIES,ARE ~Om:D LOR (LOW OENSITY RES;oENTIAL)
NQ WATERCOURSES EX'ST ON THE SITE.
IlIIS SITE'S OUlSruE THE JO_YR TIME: Of"TRAVU ZONE AS
SHOWN ON TflE WE!.WAO PROTECTION AREAS WlP.
~~~o;b;rod~I~~N T~l~Et~~~~hIAH~~~~~;i;~:;:R
Tf.aUo.:;'toLSH:UOEEP.8UTflEl.-Ome:STlGATIONHASSHOWN
THAT HIE WATER HElLE IS GREATER THAN6fEH[)[[P
7, THE SHE 151101 LOCATEDWI1HIN THE IOO-rEAR f1.OOO MA<:ARD ARoA.
STOR\< O<SPOSAL. FOR EACH lOT WA.L E:ITHER BE' TO THE ~TREET
PriT~OW?l~Y~~~1~uMrg~E~LH:';t"TO~~~~~Hc~~r~LES N THE
CURB TO BE tI~TALL(D WITH COl<~TRUCT10N O. ORIV(w~YS FOR flOMES
~ ~ ~fc~[~:t:;) ~~'~tMfri~~fh'\Jb'ifo(~Lg~~. fHrM~~E ~~b~h~~RBS,
ot HilS SITE.
10 NO STRUCTUR(~EXIST ON THE PROPERTY.
1< SANITARy SEWER CONNE:CTIONSWILL8EI.<AO(t!CO>l.i\!NTlONWITHBUlLt>tIG
P[R",TS FORHCH LOT.
'2. NO OFf SITE 5HEET.f1.0W OF STORM WATER RUNOfr RUNS ACROSS TI1lS SITE.
'3. STREET LrC>rTINC [~IST5 ~OR 11', CMNALT AS ~HOWN. A STRe!:T lIGHT FOR
fAIRVl(WWII.J..BEINSTALLmIfREOUlRF;O
I' ~~~ ~fP:Ja8~~h~p:ifs~T~'l~L~0~^~~~~'MTWNRrCLUOIOO W. OUH~Ll).
15. gm~~p1Th\S Avr-~,~~~~n~o d~N~11~oJ;l(lrA~~~w~DIVIL'UAI. I.-or
10. E"~T~O POVlE~!5 OVERHVOAlONQ SllESOF rAIRVIEW ANDlINDERGR~D
ALONG6QIHSro.SOFW. WN. rHONE & CATV TO FOLLOW
UGPDW.R TO W.OUINAlT AD ONFMRVI(W. EXISTlI-IG QUINALT
~Wlll~~~ovm,N:S p~ ~)u~~~U.:Ero~~8~~R CROSSINGS
IHREE_ 2' CON~l V2USEO.UNUSEOON.~rOl1CATV)
a,'IE - ~" CONOlJlT (TO USED FOfl PHONE)
17. E~!STING RIONT or '!lAY ~EQICATIO~ "ND PAVING ,,"PllOVE~EUT5 END
AT H'E WESTERlY BO"-"'OARY or rAX lOT ~.Ol F"OR ",rs. Q\J1UALT
~VE""E, IIAlF or A STA>IOARD CUL-DE-SAC AS SHOWN filTY PROJECT
~~-I~I~~6v~~~NR~~'~SCOI~IS,M ClA,-OHAC IS TO 8 DEDlCATEO
lS.ALLTREESONSITEAR(TORElI.AINUNTlNOIVIOUAlLOT
OE"ELOP~!::NT, rll-lJIL OC1ER""",TlON 01' IREE Rc"OV~L Ofl
PRESERVAIION SIIAI.-L TAKE PLAC!:: vrlT~ PERl.tITS rOR
HOllE CONSTRU~TJO~, AT TH~ (JISCRnlON a. THE OWNER.
1~ ?~P~g6~tWi:l ~Hio~~~3~c..i.:tf~s'{og~~b\~l~R'i~;O~~5J~iSI0N.
OWNER
TUANBlJI
I~O s,. "l~ STREET
SPR;Nl;FIELD,OA Y7477
ENGINEER/SURVEYOR
PO~G~ ENGtNEERIJ-I(; & SUAVEYING. NC.
~90 OOlE sme:n
<WEIlE,OR 97402
SOLAR ACCESS
lOTS l_B OF TlIS suaoo"J$lON CO"!!'LV WITII Tl~ SOLAR
~CCESS STANOAROS Of sac SECTION J5.o10(.I) b)ll) HAVING
AIIORTM-SOUTH Ol><(NSIQN Of" 90 FEEl OR M<} ("ANQ
HAVa<<I A f.~ONr lor WE OREN1EO WITHt;.1{) OEGREES
OFIHE1RUEEASI-WESTAXlS,LQTS9.ol<I0IXlNOT.
LEGAL DESCRIPTION
RUER TO THE I'RELlr.tINA~Y TlTet ~EPORT
SUBt.IlTTEDASPAATOF.TI!lSAPPLI;AT1(lN.
VARJES.6,O'MM
'.0
Sl.l1FM;,
i~
I f'1.~NT 5WAlf \11TH
IIPPROVED<IlASSIlX
~ ,10D1'G
-~TOO;r-G
~.
C(II.('hC1WJI,'{l'
C~'!Slf] ~OCK .~'
W[SO(OfPAVI<G
____I ~
___ l.
LOT 10 - GRASSY SWALE
CROSS SECTION
NO SCALE
TENTA rIVE S UBDIVISffON PlLAN
FOR
YUAN BUff
ASSESSOR'S MAP 17 03 27 31
SPRINGFIELD, LANE COUNTY, OREGON
JUNIJ 2006
~~-
,rOiil<COlr.. /I
fl.[l,"li~ I !~: '8YBU.LYBKEPAHf
1 ,i~1 q'
1703:273:2 '--oC' ~ S\O~I.t-E-
TL200.d ,:=:-e~~4 0 . IRI\~-~-
~:::'-I,:'''-''"''5I.:~._:.-..:~.__::::::: ~ 1 ------4~~ clJ'f~\..---
-jt:'~~1i'i~:=~): :/:\~' !~'.,,-
.----rxISIJ~O_I' L6r. 3 '5
10' pu~ lOT 2 ~'6q SF
LOT I L-
I 9,648 sr. 8,151 SF I 10"
-~-- -~ -~ ili~ig"
(:~ ' ~'F' F
I ~ <XUO I ,
- '~1' i.t
,l>il! (' e~ c""a-~ "I
_ANiJ I' ~ / '. CUT"""" ~5'.
TL 100 111 Ex.' SNl 9J"S
MAP 17 032732 0: SI<I ", ,"wcw.::'" ."Z.;J'.<
TI,IOI "1,~\'lI~ b:~~-~I ';" ??7' ";"<;; f.C
'\ ~~- _/,_~~:b;-- All 'J._ l.Wl-Uf.
'J:\." ""'''o,~_-c.-.-.~. .-.'" .~. ~' I" -... :,..- "1 #'
\ _____-~:r.:;......, ~ l~' ~- " I; ~be:'1tcOI <l,
~;--:.-;::--~ ^"'BNt1'erJ,~~~~..,r)" I 7' XCilJl~ 0, fil l~^~Rf'~ -#
Vf'BS1~t:.1N^~~_~"KO~1T~..,)~;;:2,~.~;,- O~~11:111 ~,~ 11~:~rnr ~ ~~i,'I:T~lITEM IlJ ~i~i 0":#
, ",,,---,-- I II ~ I :~i{; .....Tl<"""" ~ (V/:/~
- .. - ==-1 I, rr.500~ \ ~ ~ 'b-1':)li LOT 8 ;;~~i
-..1' \o~\ 'TLml 1:111 ~'l \ LOTi7 6257SF'-----:~;;;..
EX fff/l ' l'al LOT 5 OT 6, (; mq SF ili:!~
I, T1I48 I li1lr' "t,:" "I i~1 \ Iii:
I I 0'"'00=' J I, r rfJij'1?1" "'<1' LOT 4~ II .. i!'!!
,e,j O'Pf/ :!. "".'''''~~ I:I~ A ,I' ""'" 1'1
~ I - OJ"? -"<('''- ~<S\!- JUg_ 1; 'i 115 221 EXCL bl \ f~~
~ < J2 II f 12 .. " .... POLE) "'I'
"II '51>>l'PIWAnl ,~~'- ll' ~&i;;tAt.l:
~ 11147 'I 7.lea"~~cs. @ I~ "l:':~'"" ',__n-tSgUT
" I =i~f ~>:I"l~" I~' ""E "'. Ii TL 800
~ .I-~"I' '-"", ~I' 11~~' ['I-M""'"".^,
< 'I TL D02 I ~ ~t.,,-,,-, g, LOT 10 ~ '1'~~E:4~tS'
l-< I lL KlOI '. '14,510 SF. ',;NPOLt PORTKlN
II \ IN &:I .~OFrlAGLOT
I TL 146 'r.: \ ~):"-,, noM ,ex GO",c
I ST~IIAN-lJU: II \ :~?i:,"OI." ,~,.""
"".El^1J~1!"IIIEXH'lO W,~~L.O'\'lv'fl'l" ,TWQI2I-~'51IlFffS
I fL a.11MI ., }/EX rr ",,:i~--""'I {~rc 55' ' ~ 0 2.0" '
1- _ _ ~~:~i~T: ,t" 1:.1Lioi~, i Eu;M i""~I'-~t}~5- --"fu.~A"~'" ,,, i ~I ~
+ - - - - ~~!:~~-~~3::7-~> ~E~~;~~: ,~,[~~~~: _ '~J ~~!~;kf,:,~~~'OY~Y,-~ _.
I' '--EX ,?' ,~ ~~,"~;\.L<~,~,:~!__~]'mF,A!,~::~~,,::~,~.~~L,_~':":,~ 8
iE" :..i : ..Tt-~""""~D' I I I,j i~!' i
I !OV.'i :"'.'! ,","' , 0' '~l''''-, :";~: b~~,'1 ""' I
TL 145 TL 3500 TL 1200" C'-l TL 1301 TL 1400
/'IF,p f./Ap 0 EX"
1_ /~OJ.,-- - /70J r:> ,
</J2 27Ji,,!
SCALE
r - 50'
n'
0'
,
LOT 4 I
9.361 SF
TL 702
.'
TL 700
""'''IOS_..c.
TL 709
POAGE ENGINEERING & SURVEYING, INC.
P.O, BOX 2527 . EUGENE, OR 97402 - (5411 485.4505
JOB ND. 3484, DWH. BY CON DA TE: 6f7/06 ~
CAOO File ~ :J-lSHH/l.GCD aooo FilE -'0 ,9484
" ASSESSOR'S MAP 17-03-27-31 TAX LOT 900. 1000. 3601, ,\, PORTION OF 360()
."
VICINTIY MAP
_NO SCALE_
I,
LEGEND
:::::::::::::::': EXre;TINGClJllllSIO(,$OEW~~
PROPOSEOCUR8SIOESroEWALK
SIJBJECIPROP(RTYeOUNOMY
PROPOSE;Oi>ROPl:RTYlNE:
_ _ ~ _ EXISTJNG STORM (Sl~. AS SHOWN)
------PROI'OSEDSWALt
_=_PROI'OSroSTORt.lPIPE(S:ZEASSHOWNj
_EXS~S'M1_EXISIINOSANlTARY(SlZE"SSfiOWN)
_SAN_PROI'DSEOSANlTMY(SrlI':ASSIlOWN)
EXISTING OVERHEAD POWEll (OHI')
EXISTING IJNDERORDUNO(UO) POWER
nrsTING WATERLINE (SllE AS SHOWN)
PROPOS[QPUBLICWATERUNE
Ii\'I P"OPOSEOWAT<RME'TER
't EX!5TING FIRE ~YORANl
EXIST",,"-,PPW/SlREElUOHT
~ EXIS11N<?TREEASflQTEP(SEENOT~S).
o ~~~W 1~wicJyWMM f~&4:m
1L 500
._~~.w_
,EXH'tD
'_L
'e"~es, o~eo;""EIl ".00.
~J1'rtES: 06-30-20071
./
."
. '!
~ ENGI~ERING & SURVEYING_ INC
STORM DRAINAGE STUDY
for
Bur SUBDIVISION
;...... .. .-. ....,,- / ' ...,.,.--=Jl.
I ':~PIRES &> / JO o? ~~
"--..-.-... _u_ I I ~
July 21, 2006
ClVIL/ ENGINEERING . SURVEYING
p,o, BOX 2527 EUGENE, OR 97402-0152 990 OBIE ST. 54114854505 FAX 5411485-5624 WWW,POAGE.NET
.' P6/06/~006 09: 41 FAX 541 736 1021
CITY OF SPRINGFIELD PW
,1iiI 002
,.,.....,..'_ ' ..Pwr"".u>~
~ .~~~
PUBLIC WORKS DEPARTMENT / Engineering Division Phone: (541) 726-3753 Fa.'c (541) 736-1021 .
STORMW ATER MANAGEMENT SYSTEM SCOPE OF WORK
__ ......... ._. ..,.._.,._. "','"" . ._... ._,u__. """.1' ," .,_..,._,_',... ON _.__ n' ".,_.., .. . . " ..... -. ....,..."..n . ._, ,'" _...... .....".. ... "'''n' ... ..._.,,-...~..." '.,'
.w'...,;; ~~1~~1~1i~. t~ ;aaSI~~~l~~~~107;;fj:r~1:J::Jf~:;.it~~~::/~aX#,;j1i021;:~~~k~~~t~~;~~;:5i!j;);~;;
Projeet Name:, Ouinalt Subdivision Applicant: Michael J. Kaiser/Poal1;e Engineering
Assessors Parcel #: 17032731, TL 900,1000,3600, & 3601 Date: 5/16/2005 '1
Land Use(s): Residential pbone #: 541-485-4505 I
Project Size (Acres): '1.7 Fax #: '541-485-5624 I
Approx. Impervious Area;, 0.4 ac (1600 sffiot + 1980 sr" pay) ElIlail; . mkaise!@poage.net I
,;::::~::::: :;'.~::t::~ :::~.~~:::'.:~::~:: :~:: :~"::~r.::;:~:t:;::~.~ :i" ~:r. ;r.:L: .1; ,j !i,i, r. ~ ' j il r I .. ~ !:'~:;I ~~ J: ]'J: '::~': 1 I' r:! r_~ ,: 'r J'~:! t ~ !'1 ='J ~ ~ I::! ~,~t I' h ~H h' ~~:t; ih~ 1"~ I!~':III :1:.1.\:11 !' ~I r II 'I' ~ .JJ.'111 'l'lI"I". ~ Ihi. q i:.I: il;~ iI,i' d.l. "'i....~.1 i.:..j.. ".~".....~".; ..,.,;...,.;; '''';;''." ".. -
Project Description (lnclude a copy of Assessor's map): Divide, four tax lots (map 17032731, tax lots 900, 1000,
3600, & 3601) into 10 lots for single family residential use. Project will inelode construction of the east half of the
culdesac as the west half is already constructed. All of the utilities are available in the pub! ie ,;. vv:" adjacent to the site.
The public sanitary sewer system will be extended east, along Fairview, to provide service to the lots fronting on
Fairview. The pu~lic sanirary sewer system bas already been extended to the culdesac iri W. Quinalt.
Drainage Proposal (public connection(s), discharge location(s), ete. Attach additional sheet(s) if necessary;
The public piped systcm for street runoff (botb Quinalt and Fairview) is a 36" pipe running along the westerly boundary
, of the project. All lots are projected to dispose of stormwater runoff through weep holes in the street or by direct
connection (as allowed) to the public pipe. As a last resort, drywells will be used 'if existing street grades and lot grades
do not allow for draining to tbe street without making the project impractical or infeasible.
Proposed Stormwater Best Management r..actices: The only new public impervious area added with this project
is the west baWofthe culdesill: (approx. 1,980 square feet). Other than the culdesill:, no new public impervious areas or
storm lines are proposed with the subdivision. The only BMPs to accompany the proposed subdivision would be street
trees CW. Quinalt & Fairview) and a grassy swale to convey runoff from the panhandle driveway to Fairview.
:f~~j;~i\i'j'~ilt;J~;lii:":~irfl~~FfZ~i;~1:l~r~Elf~~:~.~j~ff~1fti~iEJ:E2t:$Zh:~~j~;,'i,,)i;mr,[;fj[:~~r
Drainae:e Study Tvue ffiDSPM Section 4.03.2\: (Note. UH mav be substituted for Rational Method'
Ij Small Site Study - (use Rational Method for calculations)
o Mid-Level Development Study - (use Unit Hydrograph Method for calculations)
o Full Drainage Development Study - (llSe Unit Hydrograph Method fOX' calculations)
Environmental Considerations:.
8 Wellhead Zone: - tJ/A
lIi WetlandJRiparian: ...v,.,
m Soil Type: 101 - 0.,.;....
Downstream Analvsis: I
~ 'N/A ~
o Fl(}w line for starting water surface elevation:
o Design HGL to use for starting water surface elevation:
o Manhole/Junction to take imalysis to:
OJ Hillside Development:
fiI' FloodwaylFloodplain:
L..,;,. /.~tiJ Other Jurisdictions:
tJ/A
;.1)1)
/ "''''" I:"
Vrf..v,
Return to Matt Stouder (Ii! City of SDriDroeld, email: mstouder(li!ci.sDrilu!fteld.or.us. FAX; (541) 736-1021
P6/06/;006 09:41 FAX 541 736 1021
CITY OF SPRINGFIELD PW
141003
COMPLETE STUDY ITEMS hf.o'~ciiiiCfuj;g#:6iilY:'~~$:'~'}:~~!.',:WI
* Based upon the information provided on the front of this sheet, the following represents a minimum of what is needed for an
application to be complete for submittal with respect 10 drainage; however, this list should no/ be used in lieu of the Springfield
Development Code (SDC) or the City's Engineering Design Manual. Compliance with these requirements does not constitute site
approval; Additional site specific information may be required. Note: Upon seoping sheet submittal, ensure completedform has
been signed in the space provided below:
Interim Design StandardsIWater Quality (EDSPM Cbapter 3)
&q'd NIA
o fi All non-building rooftop (NBR) impervious surfuces shall be pre-treated (e.g. multi-chambered catchbasin w/oil
filtration media) for stormwater quality. Additionally, a minimum of 50% of the NBR impervious surfuce shall be
treated by vegetated methods.
o Where required, vegetative stormwater design shall be consistent with interim design standards (EDSPM Section 3.02),
, set forth by the Bureau of Environmental Services (BES) or Clean Water Services (CWS).
ei For new NBR impervious area less than 15,000 square feet, a simplified design approacb may be followed as specified
by the BES for vegetative treatment.
Ii If a stormwater treatment swale i'l proposed, submit calculations/specifications for sizing, velocity, flow, side slopes,
bottom slope, and seed mix consi'ltent with either BES or CWS requirements.
l!iJ Water Quality calculations as required in Section 3.03.1 ofllie EDSPM
~ All building rooftop moonted equipment, or other fluid containing eQuipment located outside of the building, shall
be provided With secondary containment or weather resistant enc1osure~
ti
o
o
o
D
General Study Requirements (EDSPM Section 4.~3)
~ 0 Drainage siudy prepared by a Professional Civil Engineer licensed in the state of Oregon.
IDA complete drainage study, as required in EDSPM Section 4.03.1, including a hydrological study map.
o Calculations showing system capacity for a 2-)1= storm event and overflow effects of a 25-year storm event.
o The time of concentration (Tc) shall be determined ll.'ling a 10 minute smrttlme for developed basins,
Review of Downstream System (EDSPM Section 4.03.4.C)
10 iii A downstream drai)1age analysis as descn'bed in EDSPM Section 4,03.4.C. On-site drainage shall be governed by the
V' "5"U Plumbing Specialty Code (OPSe).
o . Elevations of the HGL and flow lines for both city and private systems where applicable.
Design of StormSystcms (EDSPM Section 4.04)
'Ii 0 Flow lines, slopes, rim elevations, pipe type and sizes clearly indicated on the plan set.
lj 0 Minimum pipe cover shall be 18 inches for reinforced pipe arid 36 inches for plain concrete and plastic pipe materialB,
or proper engineering calculations shall be provided when less. The cover shall be sufficient to support an 80,000 lb
load without failure of the pipe !ltrncture. .
Ii 0 Manning's "n" values for pipes shall be consistent with Table 4-1 of the EDSP. All storm pipes shall be designed to
achieve a roi"imum velocity of three (3) feet per second at 0.5 pipe full based on Table 4- 1 as well.
OtherlMise .
fij. D Existing and proposed contolrnl, located at one foot interval. Include spot elevations and site grades showing how site
dnrins
fjj D. Private stormwater easements shall be clearly depicted on plans when private stormwater flows from one property to
another ~
o iii Drywells sbaU "ot receive runoff from allY surface wlo being treated by one or more BMPs; with the exception of
residential building roofS (EDSP Section 3.03.4.A). Additional provisions apply to this as required by the DEQ. Refer
to the websrte: www_deCl_state_or_uslwo/!;!'1'onndwafuichome_hcm for more information~
o Ii! Detention ponds shall be designed to limit runoff to pre-development rates for the 2 through 25-year storm events
-This form shall be included as an attachment, inside the front cover, of ihe .tormwa'er smdy
li;7~i<~~~'~;;!:";~~;~;'~:i:::~!.;':'W}!QRr4N:r;ENqLNE:ERPLE4SE,Re1D #r,e.if[)4ltliJ.#Gi-!~L:.:;.;: , " ," · .ntl
As the engineer of record, I hereby"certify the above tequired items are complete and included with the submitted stolIDwater
study and pi"" set. . ~ l' ~ '
Signature:' ~~~ _~;"~ Date: 7/2~/f:)(P
OVERVIEW
This storm drainage study is being prepared in accordance with the City of Springfield
Engineering Design Standards and Procedures Manual (EDSPM). The Drainage Study type
required for this project is a Small Site Development Study'per Section 4.03.2 of the Design
Manual and per the Stormwater Management System Scope of Work prepared by the City. The
hydrologic calculations shown on the following pages are based on 2 year and 25 year storm
events using the Santa Barbara Unit Hydrograph Method for calculating runoff. The hydraulic
calculations for the proposed storm drainage system were done using Haestad Methods
Flowmaster Software.
CONCLUSIONS
Based on the design criteria requirements of the EDSPM the proposed storm drainage system can
handle the design storm event. The proposed system can handle up to and including the 25-year
storm event without overflowing. Based on 50% impervious area for Lot 10, the only lot
dr";nin~ to the swale, there will be 0.14 cfs and 0.25 cfs (peak flows) for the 2 year and 25 year
events, respectively The grassy swale (triangular channel) is to be sloped at 1.0%. It will flow
2.5" deep for the 2 year storm and 3.1" deep for the 25 year storm. It will require two. 3" pipes
at 2.0% slope to carry the design flow from the swale to the street (through weepholes in curb).
The output sheets (Flowmaster) show the 3" pipe with half of the flow (since there will be two
pipes). If, during an extreme event, overflowing occurs, it would flow overland to the public
street and be picked up into the public system through nearby curb inlets/catch basins.
-
Developed 2-year, SCS Type 1A, 24 hour Storm
BUI SUBDrvISlON (W. Quinalt & Fairview)
DEVELOPED CONDITION (Lot 10).
total area = 6861 0,16 (acres) File No: 3464 D2.QPW
pervious area = 343] 0.08 (acres) 7-21-06,
. ., 3431 0,08 (acres)
ImpervIOus area =
pcrvious CN = 90 S= 1.1111 0.2S = 0.2222
imperviousCN = 98 S= 0.2041 O.2S = 0.0408
total dcpth rain Hyrdologic
Pt= 3.12 (inches) SCS Soil TyPe: Group
dt= 10 (niin) Oxley (101) C
24-Hoill SCS Type IA Design Storm - 2 Year
PERVIOUS IMPERVIOUS
Rainfall Incre. Rainfall Accum. Accum. Incre, Accum. Incre. Total Instant
Time distr: Rainfall Incre. Rainfall Runoff Runoff Runoff Runoff Runoff flowrate
(minl__ . distr. (in) (inL --.lill) _(in) (in) (in) (in) (cfs)
- .-
0 0 0 0 0 0 0 0 0 0 0<
10 0.40% OAO% 0.012 0.012 0.000 0.000 0.000 0.000 0.000 0.00 <
20 OAO% 0.80% 0.012 0.025 0,000 0.000 0.000 0.000 0.000 0.00 <
30 0.40% 1.20% 0,012 0,037 0.000 0,000 0.000 0.000 0.000 0,00 <
40 OAO% 1.60% 0.012 0.050 0.000 0.000 0.000 0.000 0.000 0.00 <
50 OAO% 2.00% 0.012 0.062 0.000 0.000 0.002 0,002 ' 0.001 0,00 <
60 0.40% 2AO% 0.012 0.075 0.000 0.000 ' 0,005 0.003 0,001 0.00 <
70 OAO% 2.80% 0,012 0,087 0,000 0.000 0.009 0.004 0.002 0.00<
80 0.40% 3.20% 0,0]2 0.100 0.000 0.000 0,013 0,005 0,002 0.00 <
90 OAO% 3,60% 0,012 0,112 0.000 0.000 0.019 0.005 0.003 '0.00 <
lOa 0.40% 4.00% 0.012 0.125 0:000 0.000 0,024 0,006 0.003 0,00 <
110 0.50% 4.50% 0.016 0.140 0,000 0.000 0.033 0,008 0,004 0:00 <
120 050% 5,00% 0.016 0.156 0.000 0.000 0,042 0,009 0.004 ' 0.00 <
130 050% 5,50% 0,0'16 0.172 0,000 ' 0.000 0.051 0.0]0 0.005 0.00 <
140 0.50% 6,00% 0.016 0.187 0.000 0,000 0,061 0,010 0,005 0.00 <
ISO 0,50% 6.50% 0,016 0.203 0.000 0.000 0.072 0,011 0.005 0,01 <
160 0.50% 7,00% 0,016 0.218 0.000 0.00.0 0.083 0.011 0.005 0.01 <
170 0,60% 7.60% 0,0]9 0.237 0.000 0,000 0.096 0.014 0.007 0,01 <
180 0,60% 8.20% 0.019 0.256 0,00] 0,001 0.110 0.014 0.007 0.01 <
190 0,60% 8.80% 0.019 0.275 0.002 0.001 0,125 0,014 0.008 0.01 <
200 0.60% 9AO% 0.019 0,293 0,004 0,002 0,140 0,015 0.008 om <
210 0,60% 10. 00% 0:019 0.312 0.007 0,002 0.155 oms 0.009 0.01 <
220 0.60% 10.60% 0.019 0.33] 0.010 0.003 0.170 0.015 0.009 0.01 <:
230 0.70% 11.30% 0.022 0.353 0.0]4 0,004 0.188 Om8 0.011 ' 0,01 <
240 0: 70'/0 12.00% 0.022 0,374 0,018 0,005 0.207 0.019 0.012 0.01 <
250 0.70% 12.70% 0.022 0,396 0.024 0.005 0.226 0.019 0.012 0.01 <
260 0.70% 13AO% 0.022 OAI8. 0,029 0,006 ' 0.245 0,019 0,012 0.01 <
. , OA40
270 0.70% 14.10% 0.022 0.036 0,006 0.264 0.019 0,013 om <
Developed 2-year, SCS Type 1A, 24 hour Storm
PERVIOUS IMPERVIOUS
Rainfall . Incre. Rainfall Accum. Accum. .. Incre. Accum, Incre. Total Instant
Time distr. Rainfall Incre. Rainfall Runoff . Runoff RUnoff Runoff Runoff flowrate
(min) distr. (in) (in) (in) (in) (in) (in) (in) (cfs)
-~ ----
280 0.70% 14,80% .0.022 0.462 0.042 0.007 0.283 0.019 0,013 0.01 <
290 0.82% 15.62% 0,026 0.487 0.051 0.009 0.306 0.023 0.016 0.02 < ,
300 0.82% 16.44% 0.026 0.513 0,060 0.009 0.330 0.023 0.016 0.02 <
310.' 0.82% 1726% .0.026 ' 0.539 0.070 0,010 0.353 0.023 0,017 0.02 <
320 0.82% 18.08% 0,026 0.564 0.080 0.010 0,376 0.023 0,017 0.02 <
330 0.82% 18.90% 0.026 0.590 0.091 'O.oI1 0.400 0.024 . 0.017 0.02 <
340 0,82% 19.72% 0.026 0.615 0.103 0.011 0.424 0.024 0.018 0.02 <
350 0.95% 20.67% 0.030 0.645 0,116 0.014 0.452 0,028 0.021 0.02 <
360 0.95% 21.62% 0,030 0,675 0.131 0.014 0.479 0.028 0.021 0.02 <
370 0.95% 22.57% 0.030 0,704 0.146 0.015 0.507 0.Q28 0,021 0.02 <
380 0.95% 23.52% 0.030 0.734 0.161 0.015 0.535 0.028 0.022 0.02 <
390 0.95% 24.47% 0.030 0,763 0,177 0.016 0.564 0.028 0.022 0.02 <
400 0.95% 25.42% 0.030 0,793 .0.194 0,016 0.592 0.028 0.022 0.02 <
410 1.34% 26.76% 0.042 0.835 0.218 0.024 0.632 0,040 0.032 0.03 <
420 1.34% 28.10% 0.042 0.877 0.243 0.Q25 0.672 0.040 0.032 0,03 <
430 1.34% 29.44% 0.042 0.919 0.268 0.026 0,712 0,040 0.033 0.03 <
440 1.80% 31.24% 0.056 0.975 0.304 0,036 0,766 0.054 0,045 0.04 <
450 1.80% 33.04% 0.056 1.031 0.341 0.037 0.821 0.054 0,046 0,04 <
460 3.40% 36.44% 0.106 1.137 0.413 0.072 0.924 0.103 0.088 0,08 <
.470 5,40% 41.84% 0.168 1.305 0.535 0.122 1.089 . 0.165 0,143 0,14 MAX
480 2.70% 44.54% 0,084 1.390 0.598 0,063 1.172 0,083 0.073 0.07 <
490 1.80% 46,34% 0.056 1.446 0.641 0.043 1.227 0.055 0,049 0,05 <
500 1.34 % 47.68% 0.042 1.488 0.674 0.033 1.268 0.041 0.037 0.04 <
510 1.34% 49.02% 0.042 1.529 0.707 0.033 ] .309 0.041 0.037 0.04 <
, 520 1.34% 50.36% . 0..042 1.571 0,740 0:033 1.350 0.041 0.037 0.04 <
530 0.88% 51.24% 0,027 1.599 0,762 0.022 1.377 0.027 0.024 0.02 <
540 0.88% 52,12% 0.027 1.626 0.784 0.022 1.405 0.027 0,025 0.02 <
550 0,88% 53,00% 0,027 1.654 0.806 0.022 1.432 0.027 0.025 0.02 <
560 0.88% 53.88% 0.027 i.681 0.828 0,022 1.459 0.027 0.Q25 0.02 <
570 0.88% 54.76% 0.027 1.709 0.850 0.022 1.486 0.027 0.025 0.02 <
580 0.88% 55.64% 0,027 1.736 0.873 0.022 1.513 0.027 0.025 0.02 <
590 0,88% 56.52% 0.027 1.763 0.896 ' 0.023 1.540 0.027 0.025 0.02 <
600 0,88% 57.40% 0,027 1.791 0.918 0.023 1.567 0.027 0.Q25 0,02 <
610 0.88% 58.28% 0.027 1.818 0.941 0.023 1.594 0.027 0.025 0,02 <
620 0.88% 59.16% 0.027 . 1.846 0.964 0.023 1.622 0,027 0.025 0.02 <
630 0:88% 60.04% .0.027 1.873 0.987 0.023 1.649 0.027 0.025 0.02 <
640 0.88% 60.92% 0,027 1.901 1.010 0.023 1.676 0,027 0.025 0,02 <
650 0.72% 61.64% . 0.022 1.923 1.029 0,019 1.698 0,022 0,021 0.02 <
660 0.72% 62.36% 0,022 1.946 1.048 0,019 1.720 0.022 0.021 0.02 <
670 0.72% 63.08% 0.022 1.968 1.067 0.019 1.743 0.022 0.021 '0,02 <
680 0.72% 63,80% 0,022 1.991 1.086 0.019 1.765 0.022 0.021 0.02 <
690 0.72% 64,52% 0.022 2.013 1.105 0.019 1.787 0,022 0,021 0.02 <
700 0,72% 65.24% 0,022 2.035 1.124 0,019 1.810 0,022 0.021 0,02 <
710 0.72% 65.96% 0.022 2.058 1.144 0.019 1.832 0.022 . 0,021 0.02 <
720 0.72% 66,68% 0.022 2,080 1.163 0.019 1.854 0.022 0.021 0.02 <
Developed 2-year, SCS Type 1A, 24 hour Storm
PERVIOUS IMPERVIOUS'
Rainfall Ine,re. Rainfall Aeeum. Aeeum, Inere. Aeeum. Inere. Total Instant.
Time distr. RaiIifall Inere. RaiIifall Runoff Runoff Runoff Runoff Runoff flowrate
(min) distr. (in) (in) (in) (in) (in) (in) (in) (efs)
----..-- --- --.----
. .
730 0.72% 67.40% 0.022 2.103 LI82 0.019 1.876 0.022 0.021 0.02 <
740 0.72% . 68,12% 0.022 2.125, 1.202 0.019 1,899 0.022 0,021 0.02 <
75.0 0.72% 68.84% 0.022 2.148 1.221 0.019 1.921 0.022 0,021 0.02 <
. 760 .0.72% 69.56% 0.022 2.170 1.241 0,019 1.943 .. 0.022 0.021 0,02 <
770 0.57% 70,13% 0.018 2.188 1,256 0.015 1.961 0.018 0.017 0.02 <
780 0,57% 70.70% 0.018 2.206 1.271 0.015 1.979 0.Oi8 0.017 0.02 <:
790 0,57% 71.27% 0.018 2.224 1.287 0,016 1.996 O.DI 8 0.017 0.02 <
800 0,57% 71.84% 0.018 2.241 1.302 0.016 2,014 O.DI 8 0.017 0.02 <
810 0.57% 72.41% 0.DI8 2.259 1.318 0.016 2,031 O.DI 8 0.017 0.02 <
820 0,57% 72.98% 0.018 2.277 1.334 0,016 2,049 0.DI8 0.017 0,02 <
830 0.57% 73.55% 0.DI8 2.295 1.349 0.016 2,067 0.018 0.0J.7 0.02 <
840 0.57.% 74.12% 0.DI8 2.313 1.365 0.016 2.084 0.018 0.017 0.02 <
850 0.57% 74.69% 0.018 2.330 1.380 ' 0.016 2.102 0.018 0.017 ' 0,02 <
860 0.57% 75.26% 0.DI8 2.348 1.396 0.016 2.120 0,018 0.017 0.02 <
870 0.57% 75.83% 0.DI8 2.366 lAI2 0.016 2.137 0.018 0.017 0.02 <
880 0,57% 76AO% 0.DI8 2.384 IA28 0.016 2,155 0.018 0.017 0.02 <
890 0,50% 76.90% 0.016 2.399 1.441 0.014 2.171 0.016 0.015 0.01 <
900 0,50% 77AO% 0.016 2AI5 IA55 0.014 2.186 0.016 O.DI 5 0.01 <
910 0.50% 77.90% 0,016 2A30 1.469 0.014 2.202 0,016 0.015 0.01 <
920 0.50% 78 AO% Q.016 2A46 1.483 0,014 2.217 0.016 0,015 0.01 <
930 0.50% 78,90% 0.016 2A62 1A97 0,014 2.233 0.016 0.015 0,01 <
940 0.50% 79AO% 0.016 2A77 1.511 0,014 2.248 0.016 O.DI 5 0.01 <
950 0.50% 79.90% 0.016 2A93 1.525 0,014 2.264 0.016 0.015 0.01 <
960 0.50% 80AO% 0,016 2.508 1.539 0.014 2.279 0.016 O.DI 5 0.01 <
970 0,50% 80.90% 0.016 2,524 1.552 0,014 2.295 0.016 0.015 0.01.<
980 0.50% 8)AO% 0,016 2.540 1.566 0,014 2.310 . 0.016 0,015 0.01 <
990 0.50% 81.90% 0.016 2,555 1.580 0.014 2.326 0.016 0.015. 0.01 <
1000 0.50% 82AO% 0,016 2.57] 1.594 0.014 2.341 0.016 0.015 0.0] <
1010 OAO% 82.80% 0.012 2.583 1.606 0.011 2.354 0,012 0.012 0.01 <
1020 OAO% 83.20% 0,012 2.596 1.617 0,01 I 2.366 0,012 0.012 0.01 <
1030 o AO% 83,60% 0,012 2.608 1.628 0,01 I 2,378 0.012 0.012 0.01 <
1040 OAO% 84.00% 0.012 2,621 1,639 0.011 2,391 0.012 0.012 0.01 <
1050 OAO% 84AO% 0.012 2.633 1.650 0.0] I 2A03 0.012 0,012 0,01 <
1060 OAO% 84.80% 0,012 2.646 1.662 0,01 I 2.416 0.012 0.012 0.01 <
1070 OAO% 85.20% 0.012 2.658 1.673 0.011 2.428 0,012 0,012 '0.01 <
1080 OAO% 85,60% 0.012 2.671 1.684 0.01 I 2.441 0,012 0.012 0.01 <
1090 OAO% 86.00% 0,012 2.683 1.695 0.011 2.453 0,012 0,012 0.01 <
1100 OAO% 86.40% 0.012 2.696 I. 707 0,011 2.465 0,012 0.012 0,01 <
11]0 0.40% 86.80% 0.012 2.708 1.718 0.01 I 2A 78 0.012 0.012 0.01 <
1120 OAO% 87.20% 0,012 2.721 1.729 0.011 2.490 0,012 0,0]2 0.01 <
1130 OAO% 87.60% 0.012 2.733 1.741 0.011 2.503 0.012 0,012 0,01 <
1]40 OAO% 88.00% 0.012 2.746 1.752 O.or'l 2.515 0.012 0.012 0.01 <
1150 OAO% 88AO% 0.012 2,758 1.763 0.01 I 2.527 0.012 0.012 0.01 <
1160 OAO% 88,80% .0.012 2,771 1.775 0.011 2,540 0,012 0.012 0.01 <
1]70 OAO% 89.20% 0.012 2,783 1.786 0.011 2.552 0,012 0.012 0.01 <
Developed 2-year, SCS Type 1A, 24 hour Storm
. "
PERVIOUS IMPERVIOUS
, Rainfall Incre. . Rainfall Accum. Accum. lncre, Accum. Incre. Total Instant
Time , distr. Rainfall Incre. Rainfall Runoff Runoff Runoff Runoff Runoff floWrate
(min) distr. (in) (in) (in) (in) (in) (in) (in) (cfs)
--_.- _._-~~--.----~------~-- .-
. ' . '.
1180 OAO% 89.60% 0.012 2.796 1.797 0.011 2.565 0.012 0.012 0,01 <
1190 o AO% 90.00% . 0.012 2.808 1.809 ' 0.011 . 2,57.7 . 0,012 0.012 0.01 <
1200 OAO% 90.40% 0.012 2.820 1.820 0.011 2.590 0.012 0,012- 0.01 <
1210 OAO% 90.80% 0.012 2.833 1.831 0.011 2.602 0.012 0.012 0.01 <
1220 ' 0 AO% 91.20% ' 0.012 2.845 1.843 0.011 2.614 0.012 0.012 0.01 <
1230 OAO% . 91.60% 0.012 2.858 1.854 0.011 2.627 0.012 0.012 0.01 <
1240 OAO% 92.00% 0.012 2.870 1.865 0.011 2.639' 0,012 0.012 0.01 <
1250 OAO% 92.40% 0.012 2.883 1.877 0.011 2.652 0.012 0.012 0.01 <
1260 OAO% 92.80% . 0.012 2.895 1.888 0.011 2.664 0.012 0.012 0.01 <
1270 OAO% 93.20% 0.012 2.908 1.900 0.011 2.677 0,012 0.012 0.01 <
1280 OAO% 93,60% 0.012 2.920 1.911 0.011 2.689 0,012 0,012 0.01 <
1290 . OAO% 94.00% 0.012 2.933 1.923 0.011 2.701 0.012 0.012 0.01 <
1300 OAO% 94.40% 0.012 2.945 1.934 0.011 2.714 0.012 0,012 0.01 <
1310 OAO% 94.80% 0.012 2.958 1.945 0,011 2.726 0,012 0.012 0.01 <
1320 OAO% 95.20% 0.012 2.970 .1.957 0.011 2.739 0,012 0,012 0.01 <
1330 o AO% 95.60% 0.012 2.983 1.968 0.011 2.751 0.012 0.012 0.01 <
1340 OAO% 96.00% 0,012 2.995 1.980 0.011 2.763 0.012 0.012 0.01 <
1350 OAO% 96.40% 0,012 3.008 1.991 0.011 2.776 0.012 0,012 0.01 <
1360 OAO% 96.80% 0.012 3.020 . 2.003 0,011 2.788 0,012 0,012. 0,01 <
1370 OAO% 97.20% 0,012 3.033 2.014 0.011 2,801 0.012 0,012 0.01,<
1380 OAO% 97.60% 0,012 3.045 2.026 0.011 2.813 0.012 0.012 0.01 <
1390 OAO% 98.00% 0.012 3.058 2,037 0.011 2.826 0.012 0.012 0,01 <
1400 OAO% 98.40% 0.012 3.070 2.049 0.011 2.838 0.012 0.012 0.01 <
1410 o AO% 98.80% 0.012 3.083 2,060 0.012 2.850 0,012 0.012 0,01 <
1420, OAO% 99.20% 0.0]2 3.095 2.072 0.0]2 2,863 0,0]2 0.012 0,01 < '
]430 OAO% 99.60% 0,012' 3.108 2.083 0.012 2.875 0.012 0.012 ' 0.01 <-
1440 OAO% 100.0% 0.012 3.120 2.095 0.012 2,888 0,012 0,012 0.01 <
Proiect Description
,Project File
Worksheet
Flow Element
Method
Solve For
Input Data
Mannings Coefficient
Channel Slope
Diameter
Dischar;:Je
Results
Depth
Flow I~\rea
Wetted Perimeter
Top Width
Critical Depth
Percent Full
Criiical Slope
Velocity
Velociiy Head
Specific Energy
Froude Number
Maximum Discharge
Full Flow Capacity
Full Fiow Slope
Flow is supercriiical.
07/23/06
01:14:36 AM
3" PIPE WI 1/2 SWALEFLOW (2YR)
Worksheet for Circular Channel
f:\projects\haestad\flowmester files\3464sw1.fm2
LOnO PIPE - 2YR
Circular Channel
Manning's Formula
Channel Depth
0,013
0,020000 flIft
3.00 in
0,07 ds
'1.6 in
0.03 ft'
0.41 Ii
0.25 It
0,16 ft
53.52
0.011462 flIft
2.62 flIs
0.11 ft
0.24 ft
1.41
0.13 cis
0,12 cis
0,006275 flIlt
Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666
FlowMaster vS: 13
Page 1 of 1
Proiect Description
Project File
Worksheet
Flow Element
Method
Solve For
Input Data
Mannings Coefficient
Channel Slope
Left Side Slope
Right Side Slope
Dischar~e
Results
Depth
Flow Area
Wetted Perimeter
Top Width
Critical Depth
Critical Slope
Velocity
Velocity Head
Specific Energy
Froude Number
Flow is subcritical.
07/23/06
01:15;11 AM
LOT 10 SWALE (2 YR)
Worksheet for Triangular Channel
1:lprojectslhaestadlflowmaster lilesl3464sw1.fm2
LOT 10-2YR
Triangular Channel
Manning's Formula
Channel Depth
0.030
0,010000 ftllt
3.000000 H : V
3.000000 H : V
0.14 cfs
0.21 It
0,13 It'
1,33 It
1.26 It
0.17 It
0.032103ft1ft
1,06 ftls
0.02 ft
0.23 It
0.58
"
Ha.esiad Methods, Inc: 37 Brookside Road WaterbUlY, CT 06~08 (203) 755-1666
. FlowMaster v5.13
Page 1 of 1
Developed 25-year, SCS Type 1A, 24 hour Storm
PERVIOUS IMPERVIOUS
Rainfall Incre. Rainfall Accum. Accum. Incre, Accum. Incre. Total Instant
Time distr. Rainfall ]ncre. Rainfall Runoff Runoff Runoff Runoff Runoff' flowrate
(min) distr. {irl) (in) (in) (in) (in) (in) (in) (cfs)
~ --- - --------
280 0.70% 14.80% , .0.037 0,781 0.187 0.020 0.581 0.Q35 0.028 0.03 <
290 0.82% 15.62% 0.043 0.825 0.212 0.Q25 0.6n, 0.041 0.033 0.03 <
300 0.82% 16.44% 0.043 0.868 0.237 0,026 0.664 0.042 0.034 0.03 <
310 0.82% ]7.26% 0,043 0.911 0.264 0.026 0.705 0,042 0.034 0.03 <
320 0.82% ]8.08% 0.043 0.955 0.291 0.027 0.747 0.042 0,034 0,03< .
330 .0.82% 18.90% 0,043 0.998 0.319 0,028 . 0.789 0,042 0,035. 0.03 <
340 0.82% 19.72% 0.043 , l.041 0.348 0,029 0.831 0.042 0.035 0.03 <
350 0.95% 20,67% 0.050 l.091 0.381 0.034 0.880 0.049 0.04] 0,04 <
360 0.95% 2l.62% 0,050 1.142 0.416 0,035 0.929 0.049 0.042 0.04 <
, 370 0,95% 22.57% 0.050 1.192 0.452 0.036 0.978 0.049 0.042 0.04 <
380 0.95% 23.52% 0.050 1.242 0.488 0,036 l.027 0.049 0.043 0,04 <
390 0.95% 24.47% 0,050 l.292 0.525 0,037 l.076 0.049 0.043 0.04 <
400 0,95% 25.42% 0.050 1.342 0.562 0.037 1.125 0.049 0,043 0.04 <
410 1.34% 26.76% 0.071 1.413 0.616 0.054 1.194 0.070 0.062 0.06 <
420 1.34% 28.10% 0.071 1.484 0.671 0.055 1.264 0,070 0.062 0,06 <
430 1.34% 29.44% 0.07] 1.554 0.726 0.056 1.334 0.070 0,063 0,06 <
440 l.80% 31.24% 0.095 l.649 0.803 0.076 1.428 0.094 0.085 0.08 <
450 l.80% 33.04% 0.095 1.745 0,880 0.077 1.521 0.094 0.086 0.08 <
460 3.40% 36.44% 0.180 l.924 l.030 0.150 l.699 0,178 0.164 0.16 <.
470 5.40% 41.84% 0.285 2.209 l.274 0.245 1,982 0.283 0.264 0.25 MAX
480 2.70% 44.54% 0.143 2.352 1.399 0.125 2.123 0.]42 0.133 0,]3 <
490 l.80% 46,34% 0.095 2.447 l.484 0.084 2.218 0.094 0,089 0,09 <
500 1.34% 47.68% 0.071 2,518 1.547 0.063 2.288 0.070 0.067 0,06 <
510 1.34% 49.02% 0.07] 2.588 l.610 0,063 2.358 0.070 . 0.067 0.06 <
520 , 1.34% 50.36% 0.071 2.659 l.674 0.064 2.429 0.070 ~, 0.067 0.06 <
530 0.88% 51.24% 0.046 2.705 l.716 0,042 2.475 0.046 0.044 0.04 <
540 0,88% 52.12% 0.046 2.752 1.758 0.042 2.521 0,046 0.044 0.04 <
550 0,88% 53.00% 0,046 2,798 l.800 0.042 2.568 0.046 0,044 0,04 <
560 0.88% 53.88% 0.046 2.845 . 'l.842 0.042 2.614 0.046 0,044 0.04'<
570 0.88% 54.76% 0,046 2.891 l.885 0.042 2,660 0,046 0.044 0.04 <
580 0.88% 55.64% 0,046 2.938 1,927 0.042 2.706 0.046 0.044 0.04 <
590 0.88% 56.52% 0.046 2,984 l.970 0.043 ,2.753 0.046 0.044 0.04 <
600 0.88% 57.40% 0.046 3.031 2.012 0,043 2.799 0.046 0,044 0,04 <
610 0.88% 58.28% 0,046 3.077 2.055 0.043 2.845 0.046 0.045 0,04 <
620 0.88% 59.16% 0.046 3,124 2,098 0,043 2,891 0.046 0,045 0.04 <
630 0.88% 60,04% ' 0.046 3.170 2.141 0.043 2.938 0.046 0.045 0,04 <
640 0.88% 60.92% 0,046 3.217 2,184 0.043 2.984 0.046 0.045 0,04 <
650 0.72% 61.64% 0,038 3.255 2.219 0.Q35 3,022 0.Q38 0,037 0.03 <
660 0.72% 62.36% ' 0.038 3.293 2,255 ' 0.035 3.060 0.038 0.037 0.03 <
670 0.72% 63.08% 0,038 3.331 2.290 0,035 3,098 0.038 0,037 0.03 <
680 0.72% 63,80% 0.Q38 3,369 2.325 0.Q35 3.136 0.Q38 0.037 0,03 <
690 0.72% 64,52% 0.Q38 ' 3.407 2.361 0.035 3,173 0.038 0.037 0,03 <
700 0.72% 65.24% 0.Q38 3.445 2.396 0.035 3,211 0.038 0.037 0.03 <
710 0.72% 65.96% 0.038 3.483 2.4 32 0,036 3.249 0.038 0.037 0.03 <
720 0.72% .66.68% 0.038 3.521 2.467 0,036 3.287 0.Q38 0.037 0.04 <
Developed 25-year, SCS Type 1A, 24 hour Storm
,
PERVIOUS IMPERVIOUS
Rainfall' lucre. Rainfall Accum, Accum. Incre. Accum. Incre. Total Instant
Time distr. Rainfall Incre. Rainfall Runoff Runoff Runoff Runoff Runoff f10wrate
(min) distr, (in) (in) ..(iIl) (inL~_ --.linL _(in). (cfs)
--~---.- _..._~--
730 0.72% 67.40% 0.038 3.559 2.503 0.036 3.325 0.038 0,037 0.04 <
. 740 0.72% 68.12% 0.038 3.597 2.539 0.036 ' 3,363 '. .0.038 0.037 0,04'<
750 0.72% 68.84% 0.038 3.635 2.574 0.036 3.401 0,038 0,037 0.04'<
760 0.72%' 69.56% 0.038, . 3.673 2,610 0.036 . '3.439 0,038 . 0,037 0,04 <
, ,
770 0.57% 70.13% .. 0:030 3.703 2,638 0.028 3.469 0.030 0.029 0.63 <
780 0.57% 70.70% 0.030 3.733 2,667 ' 0.028 3.499 0,030 0.029 0.03 <
790 0.57% 71.27% 0.030 3.763 2.695 0.028 3.529 0,030 0.029 0.03 <
800, 0.57% 71.84% 0,030 3.793 2,724 0.028 3.559 0.030 0.029 0.03 <
810 0.57% 72.41 % 0,030 3.823 2.752 0.028 3.589 0.030 0.029 0.03 <
820 0,57% 72.98% 0.030 3.853 2.780 0.028 3.619 0,030 0.029 0,03 <
830 0.57% 73,55% 0.030 3.883 2.809 0.028 3.649 0.030 0,029 0.03 <
840 0,57% 74.12% 0.030 3.914 2.837 0.028 3,679 0,030 0,029 0,03 <
850 0.57% 74.69% 0.030 3.944 2.866 0,028 3.709 0.030 0.029 0.03 <
860 0.57% 75.26% 0.030 3.974 2.894 0.029 3.739 0.030 0.029 0,03 <
870 0.57% 75.83% 0.030 4,004 2.923 0.029 3,769 0.030 0,029 0.03 <
880 0.57% 76.40% 0.030 4.034 2.951 0.029 3.799 0.030 0.029 0,03 <
890 0.50% 76.90% 0.026 4.060 2.976 0.025 3,825 0.026 0.026 0.02 <
900 0,50% 77.40% 0.026 4.087 3.002 0.025 3.852 0.026 0.026 0,02 <
910 0.50% 77.90% 0.026 4,113 3.027 0.025 3,878 0,026 0.026 0.02 <
920 0,50% 78.40% 0.026 4.140 3,052 0.025 3.904 0.026 0.026 0,02 <
930 0,50% 78.90% 0.026 4.166 3,077 0.025 3,931 0.026 0.026 0,02 <
940 0.50% 79.40% 0,026 4.192 3,102 0.025 3.957 0,026 0,026 0.02 <
950 0.50% 79.90% 0,026 4.219 3.127 0,025 3,983 0.026 0.026 0.02 <
960 0,50% 80.40% 0.026 4.245 3.]52 0.025 .4,010 0.026 0.026 0.02 <
970 0.50% 80,90% 0.026 4.272 3,177 0,025 4.036 0,026 0.026 0.02 <
980 0,50% 81.40% 0.026 . . 4.298 3.203 0.025 4,062 0.026 0.026 0.02 <
990 0.50% 81.90% 0.026 4.324 3.228 0.025 4.089 0,026 0.026 0.02 <
~OOO 0.50% 82.40% 0.026 4.351 3.253 0.025 4.115 0,026 0:026 0.02 <
1010 0.40% 82.80% . 0.021 4.372 3.273 0.020 . 4.136 0,021 0.021 0.02 <
1020 0.40% 83.20% 0.021 4.393 3.293, 0,020 4.157 0,021 0,021 0.02 <
1030 0.40% 83.60% 0.021 4.414 3.314 0,020 4,178 0.021 0.021 0.02 <
1040 0.40% 84.00% 0.021 4.435 3.334 0,020 4.199 0.021 0,021 0.02 <
1050 0.40% 84.40% 0,021 4.456 3.354 0,020 4.220 0,021 0.021 0.02 <
1060 0.40% 84.80% 0,021 4.477 3.374 0.020 4.242 0,021 0.021 0.02 <
1070 0.40% 85.20% 0,021 4.499 3,394 0.020 4.263 0.021 . 0.021 0.02 <
1080 0.40% 85.60% 0.021 . 4.520 3.415 0.020 '4.284 0.021 0.021 0.02 <
1090 0.40% 86,00% 0.021 4.541 3.435 0.020 4.305 0.021 0.021 0.02 <
1100 0.40% 86.40% 0.021 4,562 3.455 0.020 4.326 0,021 0.021 0.02 <
1110 0.40% 86,80% 0.021 4,583 3.475 0.020 4.347 0.021 0.021 0.02 <
1]20 0.40% 87.20% 0.021 4.604 3.496 0.020 4,368 0,021 0.02] 0,02 <
1130 0.40% 87.60% 0,02] 4.625 3.5]6 0.020 4.389 0,021 0.021 0,02 <
1140 0.40% 88,00% 0,02] 4.646 3.536 0.020 4.410 0,021 0.021 0.02 <
1]50 0.40% 88.40% 0,02] 4.668 3,556 0.020 4.431 0,021 0,021 0,02 <
1]60 0.40% 88.80% 0.021 4,689 3.577 0.020 4.452 0.02] 0,02] 0.02 <
1170 0.40% 89.20% 0.021 4.710 3,597 0.020 4.473 0.02] 0.021 0.02 <
,-
Developed 25-year, SCS Type 1A, 24 hour Storm
PERVIOUS IMPERVIOUS
Rainfall Inere. Rainfall Aeeum. Aeeum. Inere. Aeeum. Inere. Total Instant .
Time distr. Rainfall Inere. Rainfall Runoff Runoff Runoff RUnoff RUnoff flowrate
(min) distr.' (in) (iDL~l. _ iiIlL _iiI1). (inL_ (in) (cfs)
---,--- -- ---
1180 0.40% 89.60% 0.021 4.731 3.617 0.020 4.494 0.021 0.021 0,02 <
1190 0.40% 90.00% 0.021 4.752 3,638 0.020 4,516 0,021 0.021. 0.02 <
1200 0.40% 90.40% 0,021 4.773 3.658 0.020 4.537 0.021 0,021 0.02 <
1210 0.40% 90.80% 0.021 4.794 3.678 0.020 4.558 0,021 0.021 0.02 <..
1220 0.40% 91.20% 0:021 4.815 3,698 0.020 4.579 ' 0.021 0.021 0.02 <
1230 0.40% 91.60% 0.021 4.836 3.719 0.020 4.600 0.021 0.021 0.02 <
1240 0.40% 92.00% 0,021 4,858 3.739 0,020 4.621 0.021 0.021 0.02 <
1250 0.40% 92.40% 0.021 4,879 3.759 0.020 4.642 0.021 0.021 0.02 <
1260 0.40% 92.80% 0.021 4.900 3.780 0.020 4.663 0.021 0.021 0.02 <
1270 0.40% 93.20% 0.021 4.921 3.800 0.020 4.684 0.021 0,021 0,02 <
1280 0.40% 93,60% 0.021 4.942 3.820 0.020 4,705 0.021 0.021 0.02 <
1290 0.40% 94.00% 0.021 4.963 3.841 0.020 4.726 0.021 0.021 0.02 <
1300 0.40% 94.40% 0.021 4.984 3.861 0.020 4.748 0.021 0.021 0.02 <
1310 0.40% 94.80% 0.021 5.005 3.882 0.020 4.769 0.021 0.021 0.02 <
1320 0.40% 95.20% 0.021 5,027 3.902 0.020 4.790 0.021 0.021 0.02 <
1330 0.40% 95.60% 0.021 5.048 3.922 0.020 4.811 0.021 0,021 0,02 <
1340 0.40% 96.00% 0.021 5.069 3.943 0.020 4.832 0,021 0.021 0.02 <
1350 0.40% 96.40% 0.021 5.090 3.963 0.020 4.853 0.021 0.021 0.02 <
1360 0:40% 96.80% 0,021 5.111 3.983 0.020 4.874 0.021 0.021 0.02 <
1370 0.40% 97.20% 0,021 5,132 4.004 0.020 4,895 0.021 0,021 0,02 <
1380 0.40% 97.60% 0.021 5.153 4,024 ' 0.020 4.916 0.021 0.021 0,02 <
1390 0.40% 98.00% 0.021 5.174 4,045 0.020 4.937 0.021 0.021 0.02 <
1400 0.40% 98.40% 0,021 5.196 4,065 0,020 4.958 0.021 0.021 0,02 <
1410 0.40% 98.80% 0.021 5.217 4.086 0,020 4.979 0.021 0,021 0,02 <
1420 0.40% 99.20% 0.021 5.238 4.106 0.020 5.001 0,021 0.021 0,02 <
1430 0.40% 99.60% 0.021 5.259 4,126 0.020 5.022 0,021 0.021 .' 0,02 <
1440 0.40% 100.0% 0.021 5.280 4.147 0,020 5,043 0.021 0.021 0.02 <
, ,.
Proiect Description
Project File
Worksheet
Flow Element
Method
Solve For
Input Data
,Mannings Coefficient
Channel Slope
Diameter
DischarQe
Results
De'pth
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.
07/23/06
01:16:30 AM
3".PIPE WI 1/2 SWALE FLOW (25YR)
Worksheet for Circuiar Channel
^
1:\projects\haestad\llowmaster files\3464sw1.fm2
LOT 10 PiPE - 25YR
Circular Channel
Manning's Formula
Channel Depth
0,013
0.020000 fUft
3.00 in
0.13 cfs
0.22 ft
0.04 ft'
, 0,59 Ii
0.17 ft
0.22 ft
86,14
O,020012:fJft
2.89 fUs
0.13 ft
0.35 ft
1.00
0.13 cfs
0.12 cfs
0.021644 fUft
Haestad Methods~ Inc. 37 Brookside Road Wate~ury, CT 06708 (203) 755-1666
FlowMaster v5.13
Page 1 of 1
"
.-
ProiecfDescription
Project File
Worksheet
Flow Element
Method
Solve For
Input Data
Mannings Coefficient
. Channel Slope
Left Side Slope
Right Side Slope
DischarQe ..
Results
Depth
Flow Area
Wetted Perimeter
Top Width.,
Critical Depth
Critical Slope
Velocity
Velocity Head
Specific Energy
Froude Number
Fiow is subcritical.
07/23/06
01:18:07 AM,
LOT 10 SWALE - 25YR
Worksheet for Triangular Channel
f:\projects\haestad\flowmaster files\3464sw1.fm2
LOT 10 -25YR
Triangular Channel
Manning's Formula
Channel Depth
0,030
0.010000 fUft
, 3,000000 H : V
3.000000 H : V
0.25 cfs
0.26 ft
0.20 ft2
1.65 ft
1.56 It
0.21 ft
0.029708 tuft
1.23 Ws
0,02 ft
0,28 fi
0.60
Haestad Me~hod5, ln~. 37 Brool<side Road ~aterbury, CT 06708 (203) 75ow1666
FlowMaster v5.13
Page 1 of 1