HomeMy WebLinkAboutApplication APPLICANT 3/6/2008
..
MAR - 6 2008
(City of Springfield
Development Services Department
225 Fifth Street
Springfield, OR 97477
Land Division Tentative Plan
Partition, Subdivision
Date Received:
Original submittal
- - - ~ - - -
Application Type ~ (Applicant: check one)
Partition Tentative Pre-Submittal:
Partition Tentative Submittal:
D Subdivision Tentative Pre-Submittal:
[gJ Subdivision Tentative Submittal:
D
D
,
Applicant Name: Phone
Michael Brandt-Drury (541) 913-8039
Company: Fax:
Address: 7906 Thurston Rd, Sprmgfield, OR 97478
Applicant's Rep.: Phone
Stacy Salladay (541) 746-0637
Company: Branch Engmeermg, Inc Fax: (541) 746-0389
Address: 310 FIfth St, Springfield, OR 97477
Property Owner: Phone
MIchael Brandt-Drury (541) 913-8039
Company: Fax:
Address: 7906 Thurston Rd, Sprmgfield, OR 97478
ASSESSOR'S MAP NO: TAX LOT
17-02-34-44 IYn,c,. 1200
Property Address: 6595 Main St, Sprmgfield, OR 97478
Size of Property: 395 Acres [gJ Square Feet D
Proposed Name of Subdivision:
Description of If you are flllmg m this form by hand, please attach your proposal description to this application
ProDosal: This proposal IS to create a 3-parcel partItIOn EXIstmg buildings WIll remam
Existing Use:
ResIdential
# of Lots/Parcels: 3
Si natures: Please si nand
Avg. Lot/Parcel
~. 57,354
our name and date in the a
s Density
~ 225 du/acre
riate box on the next
, , - -
Associated Applications: IQQ( ~ ~ EiGtt CSf~)
Signs:
~~-k S~
Pre-Sub Case No.: fu Z60~- l1i--..J> Date: Reviewed by:
Case No.: ~6~~- QU\..)\ (0 Date: 3/(;, /~'6 Reviewed by: ~
Application Fee: $ LJ 1- 2 q Technical Fee: $ L ~'-- L( J Postage Fee: $ / '))
TOTAL FEES: $ /;:; \715\ . LJ ~
PROJECT NUMBER: (f(j ~5 - ~'tYJS"
.>
Owner Signatures
This application form is used for both the required pre-submittal meeting and subsequent
complete application submittal. Owner signatures are required at both stages In the application
process. An application without the Owner's original signature will not be accepted.
Pre-Submittal
The undersigned acknowledges that the information In this application IS correct and accurate for scheduling of the
Pre- Submittal Meeting
Owner:
~~~~
~~;:Ure _ ~
MIchael Brandt-Drury
)
Date:
7/rr / r
Print
Submittal
I represent this application to be complete for submittal to the City Consistent with the completeness check
performed on this application at the Pre-Submittal Meeting, I affirm the information Identified by the City as
necessary for processing the application IS provided herein or the information will not be provided If not otherwise
contained within the submittal, and the City may begin processing the application With the information as
submitted This statement serves as written notice pursuant to the requirements of ORS 227 178 pertaining to a
complete application
owner:~~ _~_-
of ___
-- ~
nature ~
MIchael Brandt-Drury
Date:
Y/{ylr(
Print
Date Received:
MAR - 6 2008
Original Submittal
ReVised 1/1/08 Molly Markarian
2 of 10
225 Fifth Street
Springfield, Oregon 97477
541-726-3759 Phone
Job/Journal Number
SUB2008-000 16
SUB2008-000 16
SUB2008-000 16
Payments:
Type of Payment
Check
cRecelOtl
RECEIPT #:
DescriptIOn
CTY Partition Tentative Plan
+ 5% Technology Fee
Postage Fee Type 11 - $155
Paid By
BRANCH ENGINEERING
2200800000000000294
Cj ,r Springfield Official Receipt
Development Services Department
Public Works Department
Date: 03/06/2008
Item Total:
Check Number AuthorizatIOn
Received By Batch Number Number How ReceIved
tJ
Page 1 of 1
08811
In Person
Payment Total:
Date Received:
MAR - 6 2008
Original submittal
2:47:25PM
Amount Due
4,72900
23645
155 00
$5,120.45
Amount Paid
$5,12045
$5,120.45
3/6/2008
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CITY OF SPRINGFIELD
VICINITY MAP
SUB2008-00016
6595 Main Street
Date Received:
MAR - 6 2008
Original submittal
SITE
Map 17-02-34-44
Tax Lot 1200,
North
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CIVIL
-',
James A Branch, P E , P L S,
Rene Fabricant, S E , P E
Michael Lane Branch, P E,
Damlen Gilbert, P E
March 5, 2008
Date Received:
MAR - 6 2008
Molly Markarian, Planner II
City of Springfield
225 Fifth St.
Springfield OR 97477
Original Submittal
Dear Molly,
This is a complete submittal for the Michael Brandt-Drury partition at the 6595 Main Street. A
Pre-Submittal Meeting was held at 11 :00 on Tuesday, February 26, 2008. The items deemed
incomplete at the meeting have been addressed as follows:
PLANNING (Molly Markarian)
The submitted title report was issued in 2004. Provide a preliminary title report issued
within the last 30 days.
A preliminary title report dated February 29, 2008 is included with thiS submittal.
Provide documentation of the 60-foot ROW reserve strip for Aster Street and deed
restriction. Indicate a proposed future location of Dogwood Street on the Tentative Plan
sheet.
A copy of the recorded Declaration of Restrictions dated June 28, 2005, ReceptIOn No
2005-047488, for the 60-foot ROW reserve strip for Aster Street is provided The
proposedfuture location of Dogwood Street has been added to the Tentative Plan
PUBLIC WORKS ENGINEERING (Eric Walter)
Submit only one plan sheet for the Land Division Tentative Plan. Please only include the
required information for the Land Division plan including property lines, all easements
clearly dimensioned and defined, lot areas, and legal information.
The Tentative Plan has been revised to show required informatIOn. A separate Easement
Detail sheet has been added to clearly identify the locations and descriptions of eXisting
and proposed easements.
Submit a storm water analysis and storm water plan. Note that the original report and
plans submitted with the overall development may be submitted.
A copy of the Stormwater Management Plan submittedfor the previous Site Plan Review
Application is provided.
,/
STRUCTURAL
TRAFFIC / TRANSPORTATION
SURVEYING
Each lot drainage and roof drainage shall be piped and be contained in easements as
necessary to discharge to the public way, No drainage may discharge onto neighboring
proposed lots.
The eXIsting single-famzly house on proposed Parcell will continue to dram its gutters to
the ground around the foundation. The roof drains from the existing fourplex (Parcell)
and both duplexes (proposed Parcel 2 and 3) will continue to drain directly to the storm
drainage system in Main Street The runoff from the parking and driving areas flow
through the swale between the fourplex and existing house before drammg to the storm
drainage system in Main Street The swale cleanses the water then releases it to the
Main Street storm drainage system. Drainage easements are proposed where storm
water crosses or discharges onto neighboring propertIes THese easements are shown
and 'labeled on the Tentative Plan and Easement Detail sheet
TRANSPORTATION (Gary McKenney and Jon Driscoll)
Show sidewalk width.
The sidewalk width has been added to the plans
Light not shown on the NE comer of lot.
The street light has been added to the plan.
Should you have any questions, please do not hesitate to contact me at 746-0637.
Sincerely,
s~?:;{i::.P1~o
Branch Engineering
Date Received:
MAR - 6 2008
Original Submittal
Date Received:
MAR ~ 6 2008
NARRATIVE
FOR THE Original Submittal
MICHAEL BRANDT-DRURY TENTATIVE PARTITION ApPLICATION
This application is a proposal to partition a multi-family development on the property at
6595 Main Street (Map 17-02-34-44, Tax Lot 1200) into three parcels. Currently, the property
has a single family residence, fourplex, two duplexes and parking area. The property contained
in this proposal is much larger than the area developed. The remainder of the property is a future
development that will be constructed when access becomes available via a neighboring
development or the construction of Dogwood Street.
Patrick S. Thompson, Consulting submitted a wetland delineation to DSL as part of the
previous Site Plan Review. A copy of the DSL approval report is included with this submittal.
Since Main Street is fully improved, no off-site improvements are necessary now or in
the future. Easements are proposed where one building's utility crosses the other building's
property. There is an existing 7 foot Public Utility Easement along the north boundary line and a
5 foot Public Utility Easement along the west boundary line. All dwellings have existing utility
services; no new constructions are anticipated at this time. Once Dogwood Street has been
constructed and the south portion of proposed Parcel 2 is planned for development all utilities for
that area will be placed underground. No trees will be removed with this land use application. A
proposed Irrevocable Private Joint Use Access easement will be 29 feet wide and will meet fIre
code. A Joint Utility Trench exists along the south property line and connects cable,
telecommunications, and power to all lots. The exact location of the trench is undetermined and
will need to be fIeld verifIed prior to connection for future development.
The existing single-family house will continue to drain its gutters to the ground around
the foundation. The roof drains from the existing fourplex anq both duplexes will continue to
drain directly to the storm drainage system in Main Street. The runoff from the parking and
driving areas flow through the swale between the fourplex and existing house before draining to
the storm drainage system in Main Street. The swale cleanses the water then releases it to the
Main Street storm drainage system. A permit was acquired from ODOT to connect to the Main
Street storm drainage system. Refer to ODOT permit No. 51643, this permit is only for access,
there is another for storm. A copy of the permit is included in this submittal. Per a phone
conversation with Mike Wilbur at ODOT, since the partition does not create the ability for new
buildable areas to access Main Street, a Change of Use Permit is not required. However, the
Final Plat will show a restriction that if any additional units are constructed to access Main
Street, a Change of Use Permit will be obtained,
The Lane County Soil Survey shows the site as having Dixonville-Philomath-Hazelair
Complex (43C), Coburg-Urban Land Complex (#32) and Pengra Silt Loam (#105A). The Soil
Survey indicates that the Dixonville-Philomath soils have a seasonal high water table greater
than 6 feet deep. Hazelair soil has a seasonal high water table of 1.0 to 2.0 feet deep from Dec.
to April, and Pengra Silt Loam and Coburg-Urban Land Complex soils have a seasonal high
water table of 1.5 to 2.5 feet deep from Nov. to pee. Because of the potential high water table,
Ron Derrick provided a Geotechnical Investigation with the previous site plan submittal that
determined ground water will not be a concern for this project. A copy of the report is included.
The title report lists an easement to the City of Eugene (fIled as Book 83, Page 377).
However, this easement is on the north side of Main Street and does not cross the site.
This application does not require any additional planning applications.
Iril
Date Received:
MAR - 6 2008
Original Submittal
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S E 1/4. SEC, 34. T.17S.. R 2Jr. Jr M
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MICHAEL BRANDT-DRURY
S E 1/4. SEC 34. T.17S.. R 2lf., If.M.
SPRINGFIELD. LANE COUNTY, OREGON
MARCH 3, 2008
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EASEMENT DETAIL FOR
MICHAEL BRANDT-DRURY
S.E 1/4, SEe 34. T 17S. R.2lY.. lY M.
SPRINGFIELD, LANE COUNTY, OREGON
MARCH 3, 2008
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Date Received:
MAR = 6 2008
Original Submittal
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TENTATIVE PARTITION MAP FOR
MICHAEL BRANDT-DRURY
S E. 1/4. SEC. 34, T 17S.. R.2lf.. If.M.
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MARCH 3. 2008
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TENTATIVE PARTITION MAP FOR
MICHAEL BRANDT-DRURY
S,E, 1/4. SEC. 34, T.nS.. R.2lf., If.M
SPRINGFIELD, LANE COUNTY. OREGON
MARCH 3, 2008
SCALE. 1 n = 20'
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MAR - 6 2008
@ Branch_llnpneermg~_ In.:..
~~310 ruth Street
Sprlncrlehl O"'(OD 117477
1641}748-063? 'AX (541)7,.,-03110
l...&Dch.dm1.Q.bn.nchllDCla....inc COlD
ctril Sb'uotuna Tr-....portaUllD. SlU'ft1lnc
TAX MAP 17-o2~J4-44 TAX lOT /200
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_ Ori~al Submittal
~IPAGE4OF'
PRO.A;CT NO- Ql-IO!iA
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MAR - 6 2008
WARRANTY ul!.r.v
WPT 209331
10-8t5rrginal Submittal
TAX ACCT NO. 141570 MAP NO. 17-02-34-44-01200
WAYNE R. SHANTZ and ELEANOR R, SHANTZ, as tenants in c.~_,.~, Grantor,
conveys and warrants to
J ,N. BRANDT-DRURY, Grantee,
the follow1ng descr1bed real property situated 1n LANE County, OR, free of
encumbrances except as spec1f1cally set forth herein, to-W1t
SEE EXHIBIT A WHICH IS MADE A PART HEREOF BY THIS REFERENCE
The cons1derat1on for th1s transfer was pa1d to a faci11tator as part of
an IRC Sect10n 1031 exchange
Th1s conveyance is subject to and excepts:
RIGHTS OF THE PUBLIC IN STREETS, ROADS AND HIGHWAYS, COVENANTS, CONDITIONS,
RESTRICTIONS, RESERVATIONS, EASEMENTS OF RECORD
The true cons1derat1on for th1s conveyance is
$156,000.00
THIS ~",,~",...JBNT WILL NOT ALLOW USB OF THE PROPERTY DBSCRIBBD IN THIS INSTRtIMBNT
IN VIOLATION OF APPLICABLB LAND USB LAWS AND REGULATIONS. BBFORE SIGNING OR
ACCBPTING THIS INSTRtIMBNT, THE PBRSON ACQlJIRING FEE TITLB TO THE PROPBRTY
=>v..uD CHECK WITH THE APPROPR:IATB CITY OR l.......~~ PLA........,'.. DBPARTMBNT TO VERIFY
APPROVBD USBS AND TO ~",,~.......lINB ANY LIMITS ON LAWSlJITS AGAINST FARMING OR FOREST
PRACTICBS AS DBE~~AU IN ORB 30.930,
Dlvlslon 0' Chie' Deputy Clerk
Lane County Deeds and Records
2004-049212 "
$31.00
JJli~. I J
RPR-DEED Cnt=l Stn=8 cJ!{W~~04 03:52:07 PI!
$10.00 $11.00 $10.00
STATE OF OREGON
ss.
County of LANE
= c1~ 2Lt
, 2004,
Th1S 1nstrument was acknowledged before me
by WA~ SHANTZ and ELEANOR R SHANTZ.
.o~ i~ ~regon
My COmm1 ~n exp1res:
. OFFICiAl SEAL
BEVERLY J. FISER
twTARY PUBlIC -OREGON
, " COMMISSION NO. 369631
- UYCOMMISSIOII BI'lIIal JUNE a. 2lIII7
Unt11 a change 1S requested, all tax statements shall be sent to the follow1ng
address:
J.M. BRANDT-DRURY; PO BOX 1473; SPRINGFIELD OR 97477
After record1ng return to.
Western P10neer T1tle Co , P. O. Box 10146, Eugene, OR 97440
..
EXHIBIT "An
Beg1nn1ng at a p01nt 5 77 cha1ns East of the most westerly Southwest corner of
the Thomas J, Maynard Donat1on Land Cla1m No 44, in Section 34. Township 17
South, Range 2 West of W111amette Mer1dian, running thence North 409 04 feet,
thence East 118.36 feet; thence North 736 06 feet to the South side of the
McKenZ1e H1ghway; thence East 110 feet, thence South 1145.10 feet, thence
West 228.36 feet to the place of beg1nning, 1n Lane County, Oregon.
Date Received:
MAR - 6 2008
Original submittal
I'
Date Received:
SubdIVISion Guarantee
MAR - 6 2008
Guarantee No.. 7199-1196097
Page 1 of 4
Original submittal
First American
First American Title Insurance Company of Oregon
600 Country Oub Road
Eugene, OR 97401
Phn - (541)484-2900
fax - (541)484-7321
SUBDIVISION GUARANTEE
For the Proposed Plat of:
Brandt-Drury
GUARANTEE NO,:
7199-1196097
FEE
$
200.00
YOUR REF,:
Brandt-Drury
First American Title Insurance Company of Oregon
reports to
The Oregon Real Estate Commission, and any County or City within which said subdivision or proposed
subdivision is located.
That, according to the public records which impart constructive notice or matters affecting title to the
premises hereinafter referred to, we find:
That the last deed of record runs to:
J. M. Brandt-Drury
We also find the following apparent encumbrances, which includes "Blanket Encumbrances" as defined by
ORS 92.305 (1), and also easements, restrictive covenants and rights of way prior to the effective date
hereof:
1.
Taxes for the year 2007-2008
Tax Amount
Unpaid Balance:
Code No.:
Map & Tax Lot No,:
Property ID No,:
$
$
19-00
1702344401200
0141570
6,839,82
6,839,82, plus interest and penalties, if any
Taxes for the year 2006-2007
Unpaid Balance: $
5,594.86, plus interest
2, City liens, if any, of the City of Springfield,
Note: There are no liens as of February 29,2008, All outstanding utility and user fees are not
liens and therefore are excluded from coverage.
first AmenCiIn Tide
Date Received:
SubdiVISion Guarantee
MAR - 6 2008
Guarantee No.: 7199-1196097
Page 2 of 4
Original Submittal
3. The rights of the public in and to that portion of the premises herein described lying within the
limits of streets, roads and highways.
4. Easement, including terms and provisions contained therein:
Recording Information: September 21, 1909, Book 83, Page 377
In Favor of: City of Eugene
For: right of way
(Blanket easement)
5. Highway Construction Permit, including terms and provisions thereof.
Between: Robert M, Richardson, et ux
And: The State of Oregon, by and through its Oregon State Highway
Commission and the City of Springfield
Recorded: June 14, 1966, Reception No. 50713
,
"
6,
Easement, including terms and provisions contained therein:
Recording Information: July 25, 1967, Reception No, 92663
In Favor of: City of Springfield
For: right of way
7, Covenants, conditions, restrictions and/or easements; but deleting any covenant, condition or
restriction indicating a preference, limitation or discrimination based on race, color, religion, sex,
handicap, family status, or national origin to the extent such covenants, conditions or restrictions
violate Title 42, Section 3604(c), of the United States Codes:
Recording Information: June 28, 2005, Reception No. 2005-047488
8. Easement, including terms and provisions contained t!lerein:
.. Recording Information: June 28,2005, Reception No, 2005-047489
In Favor of: City of Springfield
For: public utilities
9, Deed of Trust and the terms and conditions thereof,
Grantor/Trustor: J, M, Brandt-Drury
Grantee/Beneficiary: Brandt Financial Services, Inc.,
Trustee: First American Title Insurance Co, of Oregon
Amount: $440,000,00
Recorded: July 26, 2005
Recording Information: 2005-057245
10, Deed of Trust and the terms and condItions thereof,
Grantor/Trustor: J. M, Brandt-Drury
Grantee/BenefiCiary: Brandt Financial Services, Inc,
Trustee: Evergreen land Title Co/
Amount: $351,125.00
Recorded: November 10, 2005
Recording Information: 2005-090124
First American Title
SubdIVISion Guarantee
Guarantee No.: 7199-1196097
Page 3 of 4
11. Deed of Trust and the terms and conditions thereof,
Grantor{Trustor: ), M. Brandt-Drury
Grantee/Beneficiary: Brandt Financial Services, Inc.
Trustee: Evergreen Land Title Co.
Amount: $200,000,00
Recorded: November 15, 2006
Recording No.: 2006-082266
Situs Address as disclosed on Lane County Tax Roll:
6595,6597,6601,6603,6605 and 6607 Main Street, Spnngfield, OR 97478
We have also searched our General Index for Judgments and State and Federal hens against the Grantee
named above and find:
-NONE-
The premises are in Lane County and are described as follows:
The land referred to In this report is describeO In Exhibit A attached hereto,
THIS IS NOT A TITLE GUARANTEE since no examination has been made of the title to the above
described property, Our search for apparent encumbrances was limited to our Tract Indices and
therefore above IIstrngs do not include additional matters which might have been disclosed by an
examination of the record title, We assume no liability in connection with this Subdivision Report and will
not be responsible for errors or omissions therein,
Dated: February 29,2008
First American Title Insurance Company of Oregon,
By~b<<~.
Deborah Forstrom, Authorized Signatory
Date Received:
OAF/OAF
MAR - 6 2008
'Original submIttal
first American Title
. . l ..
Subdivision Guarantee
Guarantee No.: 7199-1196097
Page 4 of 4
Exhibit nAil
Real property in the County of Lane, State of Oregon, described as follows:
BEGINNING AT A POINT 5,77 CHAINS EAST OF THE MOST WESTERLY SOUTHWEST CORNER OF THE
THOMAS J, MAYNARD DONATION LAND CLAIM NO. 44, IN SEmON 34, TOWNSHIP 17 SOUTH, RANGE
2 WEST OF WILLAMI: I II: MERIDIAN; RUNNING THENCE NORTH 409.04 FEET; THENCE EAST 118.36
FEET; THENCE NORTH 736,06 FEET TO THE SOUTH SIDE OF THE MCKENZIE HIGHWAY; THENCE EAST
110 FEET; THENCE SOUTH 1145.10 r-I:t: I ; THENCE WEST 228,36 FEET TO THE PLACE OF BEGINNING,
IN LANE COUNlY, OREGON,
(THIS LEGAL DESCRIPTION WAS CREATED PRIOR TO JANUARY 01, 2008.)
Tax Parcel Number: 0141570
Date Received:
MAR - 6 2008
Original Submittal
Rrst Amencan Title
DIVision of Chief Dep~ ~ierk
Lane County Deeds and Records
2005.0~7~88
$26.00
Recorded at the request of and
after recordmg return to:
II/ " I '/1111'-
'070846920050'474~80'10019"~1 ,
RPR-REST Cnl:l Sln=10 c~i~~~'20g~ 03:37:01 PM
$5.00 $10.00 $11 00
Branch Engineering. Inc.
310 FIfth Street
Spnngfield OR 97477
DECLARATION OF RESTRICTIONS
BE IT KNOWN, that J.M. Brandt-Drury does hereby declare a restriction over the following
descnbed property
SITUATED in the Southeast 1/4 of Section 34 m TownshIp 17 South, Range 2 West of the
WiIlamette Mendian in Lane County, State of Oregon and descnbed as follows'
BEING a1l of the property conveyed to J.M Brandt-Drury by that Warranty Deed filed on June
28,2004 as Reception Number 2004-049212 in the Lane County Oregon OffiCIal Records
SAID RESTRICTION is subject to the following:
I) The restrictIOn is to run with the land and be bmding upon J.M. Brandt-Drury and heirs,
successors and assigns.
2) Unless OtherwISe authorized by the City of Springfield, prohibits future development on the
)-"""''''''1 beyond that authorized by the FmaJ Site Plan 8.y}".u Jed under City of Springfield
Case Number 1)~c. 2005 -Oc>c:><>i
3) The City ofSpringfleld shall not provide such authorization until one of the followmg is
satisfied'
A) a 60.00 foot right-of-way dedication has been made to connect the existing right-of-
way dedications for Aster Street, the northern margin of which IS a)-'.... u,Jrnately
355 feet southerly of the southern margin of McKelJZJe H1ghway
B) other local street connections are dedicated to serve the northerly portion of the
above property.
4) Upon authorization by the City of Springfield as descnbed above, this DeclaratIOn of
RestrIctIOns shall terminate,
IN WITNESS WHEREOF, I.M. Brandt-Drury has executed this DeclaratIon of Restrictions on
this '2.- Cl day of ,\ l..vv0!... .2005,
~g~.~
~~
STATE OF OREGON )
)ss
County of Lane )
There personally appeared before me the above named 1 M Brandt-Drury who is known to me
to be the identJcal indIvidual who executed the foregomg instrument and does hereby
acknowledge SaId ~;~~~ ~!~-,,~Iuntary act and. deed r () . / ' _
~~---OFFICIALSEAL 1 Ad U~
. WAISANEN - -
~~~~juellc - ()R~GON (, Notary Public for Oregon
li_ 'MR~Jf~~~~~~~~LJ0~~o~007 \ My Comrmss!On ExpIres: 1 - 1...8 - 0 l
!~..q~'::' =-=.~:::-..:....=-~.c::::_.r~-. -.--~
Date Received:
MAR - 6 2008
Original Submittal
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en:eJ-'::c 1.r\:o thi.s G d.::y of ,-,:r t.1 n f
R,bert ;C/o-! J?/(,?c;TdScy.
as tl ;; Grdntorb '.. a:1cf l:--:E CIT:- OF SP..I~~GFIEL!), e.
7-n La...~~'" COt.::1C::~ 1 Orego:~:- her':.J :1E..:te:- re5e:-:-ed to
Tn~S :l-illS)"lTURE !1:\JE aIle
:!.9 &7, by a!ld betwee"l
hz=einaft:er refe::-=ed :0
:nu:'!.:lcipal corpo=-<=t~.::",
'a."s c~e G=~tee., '~
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That: the Gran:o:rs, --..... a:--J.d .:':1 r:.onsics-rat1.oi:l c:: CiDe colla:: to ~he:rr: :..n
ra~d paie, do her~by ~~C~C, c2-~ain, ~ell anc convey UTICO the Grantee, 2,
;;erpet:ual easeu:ec~.__~~-2-";'>-'t: in.\oO!dtb., togethe::- with the =ig;ht to
g::;;-"UV= - sa::.c easel:",," 2":2,: 1.-,. n: ::..nafeer desc:: i::>ed:. fer the p=p-";';a- 0-;5: c.on=
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A lL root perpeSual... ease.r'"1ent:; the cen~er l~ne o~ "'Th-~ch is described 2.5 --~
foll"ol;o.-S' . -ic \.._J - -- ~ --___ ~
_ . 'Beginning aT.: a poiz:t tha: :'5 ~9~r.lS feeT: :Sas:: ana 9L5.10 feet North 0:: ,,,:l..,''C ~..,.-
~~~_=-::-:~~ -0:"''=& :-,j-~-t\t S.D"ii...=bT~~,:lC::" ~c""""""'e=--o..L.the T:lcffiE.s J. Mavuard .DLS tf4t.. in ~....-
Tcrwuship -i -;" S-Otlth, Ra:lge 2 Wes--::~ Wlna~e-tte -Merii:l-r;m..r:s-af~."pciaC'Derng -"~: ~ ::-
200.0 fee= South of t~e Northwest corner or the Gren~or's preoerty; -" -~""
th2n=-e East 1.00 feet: ;:~ a "point that ~s 200.00 ::ee:: Souch 0:: tne Sou.th .~'
l:.ne of Main Stree:, ;:;:1 :'!1 Springf1e1d, Lane COll..'"1ty, Oregon. ~.
Ie :!.s a COD-clition or th:s easement th2t sani:a:'-j sewe:;: sen-:.ce bet"wee~ ;[,.
~~e house B-.-"1d sept:c cank t-:"~ll no!: be :lnte==up::~d during- cDns~=uC:::2.0:l- ~
cf. afj~eS2id sa~~~&~~ S~-== ~~l~E~ inadve~en~ly ~amcged duri~g t
cor..st:-uction-.-.--In ~ne.: eveT1"::. =e?a.i:-s "::0 the sep=~c tank -s}.s"""'E~m -sr_~ll ::r
r
be mace imrn.edia tely J
TO :tl.-.VE &'ID-TO HOLD _~l= ?~:-.r= eeserne~~ to :~e ~seid -Gre-"'"1:ee1 :..~s .::eJ..rs J
.z::iG 25 S:!.gTIS fo::eve::.
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ot'i Le 0:' O:-e gO-tJ
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Ee I-:, F.ern::mi:Ered~ thBt'on Jun: 21st 190~, :of'O:'"E= PC, r.n.e u~ers':b~c.~ 0. Notp~~ ~bllc i......
S'1.J fc:' the said Stn'tre P.~ cot1n~r,. dll],)" C01~.::'1~5ic~d pn..1qu.s.l::-ieo1 persorl.5.lly ce.~ J.?rC fcl(;-J:."
Vlce P:-E31::-il.~ or ~"le i}:=-e-gcr!. :',,!Ll Go~l:o:-"":.i'! 'R-~.:.l"'of1,~ cor:=art.., e.rld W.W.cotton., S9c:-e.t.8..r;J o~ -:...':e
SP n'E Com?1}', bctn p?'=so~.lJ..s.r ~'7loVrr~ to fIE to 'h:: trl-€' .se.l=e l""dividtlals ne.m=o.. E.rC desc:--:l)sJ 1,,:
e.'1.J W1l0 E:Xe~ll'kd -:ne fo:'p~cint: inst:-oj:E-nt, a'i:i t1r-Y sevf':-a~~r fl.ck'1.Jv.J..:.=.db'='~ t,o JTr:'; ~.n..~t l1-=t
t.r:..;: SHirl J~f\.O'B:,ien, f,.S Vice P:"es.id::'1t, a"':.d he t t.n.f> SEt!.U ?'.W.co:.ton, e.s Ee~ret.E-..:;r af t.~
O=-=!S~ij, Ai"sd c~2i:cr'"1.!s.. F~ilroEic. Com~l"~T, e)..ecU~f-d tt'l€- r('l1'e-go5.."'l~ i-:.,st.rum:T"'.7J a~ fi,nj, fo!" t,.ij.: e.~'t
al1!: dee.! sf tr.e said COTt.f-A."'(i.., fo= tne use-os e.'1d pTJ:'pos~s there 1"1 ::c,-:.1o'1ed.. .A:1.':1 ne, -cl!..; se...:c.
W.\.....C'.Jt..-on, bel"'15 1:(..r c du~v SVlorn,ctepOEec. E."'1d srid tOEt ru:: 1s tn.= S=creu..:LJ' Or~.Le seid
O=-ego"'~ t.."1d C!:l:tor'1in Rail:-oad COI1p=-rw, 8.'1...i res!.des at ?o~k"1d, M.l..11t'o~h cou~~r, O:"ecor:;
thRt n.e is t'1e l~5Rl C'.1s't.o.ate."'l 0:", hJ:.s IT"l. rt:.s possess:.on s.r.D is e..cCd,.ual"'lU;Q I.,!t~, :'fl-2 co!"~o:-~::
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Right 01:' fray r.;.ed,
r.:::.e.r;: TdB Eior.:,=l",:,ight} File:i fer ::<:cor<: 8:-11 21, 1509 !<.t 1 0 rolo"k P.l[.
to. J E. U.!.ee-! C~.:nttY !J 1e!" kt;
c:ty or EU~n.,} Fe:- J..A.r.:un~ln, Dept!~'.
::.__~ !..:! ~~ ~ ~~ ~-=-=~-:5~ ~t rm.alfIelwrigh~ am ~B Hi::ell'fI":.ght) hl.s wi::'e f ~O!"
e.na. in CO:1.sitler..!.-:ion of t.he su~ at :Fi:'t==e-n Dolhrs to Them in h.3-rd ~lcJ tre ~c=!pt ~r.:e::"'e-
of is her-e~' ackn<:><ledgsd, d5_ her-elV ~2.nt. bargain, se,11 a.."ld eo:we,' unto L'ls C!. t"v elf
Eugene. e. llb...<lkip;;l eorpor&tion situated in L!>.ne c~n~, State ot ()':'E>gon. ths right, prhi-
leg:e. e.nc ell.se~nt. over, across al"d tJ1rongn"the fOl1<>;r..1~d~~ri~d lsras. to~it: eo!!: ,,~
~ pci_nt in S ~ii03 ot lot. 3 See :56 ':'p 17 s R 2. lr W,lf, 3.32 ch E at S,'!i' ,Cor ot' 58.1d l~t 3
:: 17,8J au too Co. roa.d N ss<' E ~5J ch N ~. E la.l4 ch S 21..67 en ~ S lira of S.E.;j: o~
F.E:,i ~id ~c, SIB- 20 1-11" 13,78 ch 1;-0 reg, 2~.05 ft.,
which 5&id :-ight &."1d eS5eQ!nt herein granted over, ac:'os!!, ana t.'1rcug:J. sll.id des-:l'Jrec pr-em-
.1 ~ oS 1s fr,..;: 't..ha p'..1r~o&e c.t cuilO-t~.:-=:..!~g ~~ ~i::.~~::i:----S i; -;~:iZint.iie:'r:.li l.i~ .Lor {one 8P~V€~"-
a.nce of' ele-ct:-ic pcwer~ 1~lnd.:!..'"1~ 'the ri,5h$o 5et, puee ~n;:: =e..irr>..a.:"'t poles, Tfire '; f -l;j {...t-:--..a~
eguiprre4.t neces.9:s.t-j therefor,. sa.id rigtl"t &r'd ee..sei:Pot 'b9.!.:!.g ~~;;d upon t::s gt'ou-u, s.n:1 to
rUT""~ IU' followE, to-.r.it: Ee~n at a po.:nt. 253J rt 1f. &n;1 l10t. K g.~ thr! ~E..=C!". c~ t~ l'LE.!
of bee, 3'5 Tp 17 5 P 2 lr whlcl1 paint i:l on t...'1e -"If. 1.!'1e of' t=a above de~l'~'ted lara :,un 1'1
~70 f3f E 113) r-t mere or less ro tr..e E I1n: 0:" t-~ said l.s.:n.
To tiE.'Ve J..':!: TC\ Hole. the sale r!.g!l':, p=lv1leb? a.~ e~~~nt a-Je.=~ .!'iC~CSS J. 5:)1 "\..1'" r..)~~:'
=~:.=:. ~~:::.::~= ::-:-:; ~':::. C:ty &= E~-:;a~. ~:.s S-~:!CE:ss~:,"g a;d. e.::::3!~ f~..er.
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c Ot1n~" 0:: r.,,~.e, 1
MAR - 6 2008
Dr:. t.1::.s.e t~ 1~~"".. aa.~ c:- 5:tpt A~:D.1909, p.e:-sonAl1J. CarrE ~fo:-a l:i!, a Nota1~ i>l'[~le _il
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CONCEPTUAL FUTURE DEVELOPMENT MAP FOR
MICHAEL BRANDT~DRURY
SoEo 1/4, SECo 34, T.17S.., R.2W.., W.M.
rSPRINGJf1ET,IJ, LAN1!l COUNTY, Olf,i!J'GON
MARCH 3, 2008
SCALE: 1" = 40'
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~t Original Submittal
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REGISTERED
PROFESSIONAL
LAND SURVEYOR
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~) ~l:a~f~: s~~~ineering, Inc.
~pringfield, Oregon 97477
I_~..\.-..~..... .....__-... _........ '_,...\-",,, __,..,.,....
~;)41)(40-U00( !lAX ~;)41){40-U,j0\:1
b r anchadmin@branchengineering.com
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~ OREG6N
NOVEMBER 30. 2007
RENEE CLOUGH
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EXP!RES. December 31, 2009
Civil · Structures · Transportatio~ · SurveYIng
PROJECT NO. 03-109A
__, ~:
-~~~._~_._~_.,..~...~~:
TENTATIVE PARTITION 0I040f3.DWG WJR
tile \2-003\03-I09A MICHAEL BRANDT-DRDRY\DWG8\03-lb91~
"
Theodore R Kulongosb, Govemo::-
nena,<till~Jlt of T.ra!lS"DortatiGi1
- L - - - ODOT ~Distri:t OS
6.li 'j...' Str~t
Spnngfie1cL OR 97.+:'7
(5.11) 74~-8080
F2...;:, (5i~) 72b-2509
Je=rrey r langclgodor. st2.te or.ill
Merch 01, 2006
Date R~ceived:
James Branch
Blanch E:1gineering Inc.
3 i 0 5th Street
SpringfIeld OR 97477-4643
MAR = 6 2008
Original Submittal
S;Jbject~
Notification of Satisfactory Construction and Transmittal of
P!3rmit to Operate, Main(afn and Use a Stat2 Highway Approach
Highway Number Oi5, (M~Kenzle),
at Mile Point 7,2
Application Nu:nber 3173
Your epproach has been satisfactorily constructed ODOT C3n now Issue th,s Permit to
Operate, tffafiit8fn., and U58 B State Hfgf;~';;5Y _~ppro~c;~
Upon notIce from you, GOOT has inspected the compieted approash and has
aetermlned that the approach was constructed in a satisfactory manner, Thus, 3. PS7itf
t,-:; Op3:-ate, M2.fnt8ir:} 2nd Use an Approacfi Can be issue:i, and IS enclosed
NOTE: The approach(es} can now be legally used.
The effectIve period of the Permit to Operate Maintam and Use an Apprcach IS set forth
In OAR 734-051-0300, as follm".'s
'7"34-051-0300
Effectiye Period of Permit to Ope.rate~ :!\iaintain and Us::': an }...ppruach
(1) Except 2.5 othe1':Y~se provided ill the Speci2.l PrOyiS10llS, 2. PeTIl1lt IO 'Jperate_ 2\~3in:ciI~
and Use an .:\DD~O::.:h s~all D~ ill effect for 2.11 intiefi2ite v~riod cf tinle frOil1 t~e ti:rce of lSS:l~ vf
...I. ~ _
:he PelLL:lt to OperaTe, M:a1.E.t3.rn a.n.::! US~ 2.D A?proacb., unbs5'-
(2.) Sooner revoked by 'DJ.utu.c.l :;onser;t, or by Tue R.egio:c. M:anager for fa~lure '.)f the e.ppE::e.I:!
. ., \... ~h "I l' ~ h P . () .",r' . -T < .
1:J 2-~lQe L-}- ~l C t:=rms a:J._ ':OllGltlons 01: I.c. e ..L- eL'illlT to ,-,pez8xe, l\-laultEll!., a:1J Lise an _L.",,-~pT02.C~'l
'\... \ 'T'h . , . ,... . I ,.... . ,.... ^ p -"' , r - 1 "1 < ,...
eL) .t_l-:::-e IS E Ci1al1g~ ill use 01: tne appr02C~ as set t:)Eh 111 0_DL-~ -1-+-...;) ->.-',-,.L .!.,),
(c) There IS 3.. signiiica!1I llCl:3aSe 2 tte v.Dlll~e c.ft~3.ffic u5Lng the c.pp:~c-ch~ a chaEg:: iLi :[l~
... ..........1 .J... /';- .. 1-: 1 "1 - 'Y 11 f r-"'f 1 1, h
Chs.I:EG:-=r or Lne Lfa!!lC us:u:g tile ap.prca.:n 0=- a CilE"Jge ill :!le rugnVl2-Y" ~aSllllj- 51]::2 th2.t w~
~r;-rTD~""'r", ''':;n:- nfl l.....r....crp-;- ~c. ~D~-r-Tarl -o..;.....h..--.1"-L 'U-...l11o ("":\....."\-01('7 -:.~:it, t.-1-~7' ~I<;:~..... '='~ c~- 7;1-1- 1-"'1 -:_.:.._~
_.:-:_ _...._ __~ _..J __-!-::=...._ U...... _'... ......._Q._'-_ \.~.....I..""-"'.",,,,- 1.-1______ '-vl....i....-.L-....._ f't.J.._....... JLu....._ L...i.-.!....J........"-~ ':.l.-~ ....._~ _~l...--I. _-1 _ ' _
73-1.-05:-(\360;
/":,7~....,.... ~""""'~--"l::-~,.,.." .. . ..... of. w ?,:_:,,~~.::;~.:-r:.?_:::::_~_'::-_i.-~~T_;l~~_~-~f-_,l-_l~~:=-_7_h-,,_-_==-7_.~-:,,=
i U-J ~_tc:; 2~~~l-- a_\. Lc.-,LtIL=~- IS s::.g~l:2.2-:~~- l---;-':;:~':'h?~,,_ _ __'-'__ _~___.....' __... _ _.....- _ ~ ___ . ~ ~ ::..._--
~l i. - ,. 1. J...... "I' 6 1 6 .. ., -1 ~ ~., .. 'I l' 1
_....l~ 11 ~j.l\7".-.:.~i Sc&Tr1 :3n~ Q c3i';:l:l LI:;:1 ~~j -=C!!~Je~; IL 1 gD..~,-2:;- 2:)~::J~"0- 3.-:c.:lj,.3..:t":iS_ Sp~:" I'; S-=2.2.:..s~=-E 2..2J
32.fe-:~~ ':r~Ie=-i~ I~la: are il.1co:1sis:t:J.t ~;~.::!2 ~~~c aCf]r Ja,:~<; or
'~e\ B=\~ :tt-==- =-L?e-~:::i2:-_ 0: !~"l";\,-
Not!fi;:;ation Of Satisfactory Cotlstruction and
Tran~-m1:ial of Pennh to Operate, Maintain and Use a
S'"..ate ;-;ighwilY Ap.r:roach
H!gh'Nav N~rnber 015, tMcKenzle), at Mile Pomt 7 =
Applic2i10n Number 3173
Wednesdaj', March 01,2005
?sge :;
(2) The Permit to Operat<3, Iv1:aintain and Use an Approacb~ I!le prI'i'ileges stated therein and
the obligations of the applicant thereby shall be binding upon the successors a~d assigns cfth::
2.;;plice.nt, in:::luding suc~::eS&Jrs in i"terest to the property being serveC by the app'roach
(3) ThE' opel'ition, m.aimenan~e, and use of a:l approac!J. is subject to the conlTol of6e
leg~slature over the state highway SYSTem, The Permit to Operate, lvfamtairr, and Use an.
Approach shal1 not be deem::;d or construed to be beyond the power or authority of the legislature
to control the state highv-r7ay system The applicant in accepting the PerInit to Ope~ate, .r\'f2.1r~2in,
and Use an ApDroacn achowledQ:es thc.t the ricl.t;; a.:ld D;:-lvil~Q:es lllav be cnam:-ed or
.l. ......,. '--' 1- _ ,.! _
re1inqT..:ished by legislative action
If you hav3 any questions regarding the cperation, maintenan::s or use of your
appr-oach(es). please contact me at (541) 74.1-8080. j welceHl,e the CJpportunity to assist
j/OU
:::::I""'~::>"'e!\!
Vt:l f\_:__l IJ,
,{./ '/J2-",,~
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'r"'v- ~..
Michael \VHbur, Permit SpecialIst
ODOT Drstrict 05. Malnt'3nanca OffIce
Attachments (Pert77if(s) to Operate, Majn~ain and Use a Ste.ts i-flghway App,~oach)
Date Received:
MAR - 6 2008
Original Submittai__- ------
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PERMiT NO: 5'~643
-......;.:;;.
Applu:atlon Id, 3173
PERMrr TO OPERATE, MAINTAIN AND USE A
STt\TE HIGHWAY APPROACH
010 IVliiePollll 7 ,,0 Heasoll lor Request. New appl (,<ILl!
()Jl"(jLlII [JBI! IJ/II/el!! of / h!/Ji'eulln/lIJIJ
L~'"'lI11'\""""~'~'~
^'\d~'" I rf1/i1'I!t~iYg
;Jl,~/J~
/~til
J'I~IJ~ 1{~hfl
db" ~..IJ,",
IlllJllw"y Number
Applicant inforrua1iolll
Properi)f IntormatlOil
Plan View
---..--- ~~-~...:.--~------
Maintenance of Approach
Prior to performing any maintenance wOlk on the approaohl which will inler/ere with OJ Jhterrupt traffic upbn or alorlg the highway, Ille appllGJnt shall olAaln apPlovcll dlld rtl-lCtlSE:WY
permits from the Dlstllol Offloe. In dll cases wileretrafflo E.lgnali:; ilave been leqlllred, Signal maintenance will be performed by tile Oregon Department oi' Trcll1s[1orti'llIon or ,H5 ASblonmlllY ,',
Cooperative Cost Agreenl€'nl
This permit is not valid Llntil siuned by {J n(nJv Iwtfwril.'f3!/1
representc,live of the Oregon DHpartmcni ur J.mnS[wr!.dJlum.
N"llne
James Branch
YOlnpony
\ Branch En~lineerll1U hIe.
/LlUIBSS
Addl"G"
66lJ5 Main Streel
Sprmqfleld OR D74TlJ-70fJ6
I Count\'
Lane
Hlghw"y
McKen:/'Ie
MllePolll1 Engllw8i1ng SI.llon
-'.20 320181
Landrnurl(5
N.II Forest?
N
3'10 5th Street
\ Springfield OR
I
~'o(541) 746-0G37
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9I'J'477 -4643
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Approocll elL i~ 9' West of N. 66th Street elL
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1\!icrmit to Ol'''fflt". m.untaln 'lIld lI'.e.Ul "p]Hoaeh sh.ll1 be III eHeel for flll1l1lILfJ,dte pelllld 011'111" 1l1l]e~~1
o~) revuked by lllutu.o.l LlIll"CIll;
OJ.,) Revoked f01 f.lIltlle III .o.lmJe hy the lefm~ .L1lll eondllwll";
(L) A eh.mg.. uf lIse o"cm~ .lq s"t fllrlh 111 OAIl 734-051-()().jl,;
(d) Safety HI Upcr.JtluJI.tl proh!t:llul cJ...iat ~y SLl tUHh 111 uAlt 7.1 I-05J-027l)~
\e) The lughw.lY f.lLllllY" sIglllfic.l11lly II11PIllvedlo mcet c1llssuie.ltlllu 1I1 illc IlIghw.IY, 11Igl.w.lY lUolJilllV sl,uul,utl
'Hu.lld.1rU~ lUlU S..ltt~ty (.lltl~1l11 th..u IU C lUCUllSlStt:ut "\-,,1th tiu::. applo.lLh OJ!
(f) HI' IIlh"r op"',lttuulIfI."v,
JI.ultuc of th" ,'ppllC.U1u 1 0 Lomply wilh .lilY 01 tll" telJllS ,!lid ClIllll1l1l1US IIf lh" \,Cfllli! "h..1I h.. "1IIIiLILIlI CUIlSC hu (',
the permll aud m.lY lLsult in lelll,,, "I III tI.e f"ClhlY by Ihe Ou:gllullcl'"Jt'llellllllf't'l.ln'I'U1lullllll.
TIm PL1UUl IS wsued "uIJ'J"ct 1Il the I'rOVISlOU~ 111 (""glllIAtluunI911atlve HuIL9 734-05J-0045 dUlllIgl, 7 \ I-051-0:\S<;,
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Property Owner Intormation
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Wayne Shantl
Tax Lot InfOlma1ioll
CompdllY
Towu,lup !{dllgo ~el'lll\ll '!'cll. Lol
Address.
3U01 Hawthorne Avu.
Eugene on 117402- W4b
'17 02 34.44 1200
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(541) 6111l-!>f611
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PERMIT FOR ENCROACHMENT, CONSTRUCTION
ON OH USE OF STATE HIGHWAY
PERMIT NO: 5'164J
Oregoll Dcl/UIi'1I18nt ,'1 rrdll8Jl{)Jtdlloll
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Application kl: ;\173 Highway Number' 015
MllePoint 7 20
PROVISIONS
l{ear.on tOI Heque,;l' I\lew f!pproarh
'ISO 20'1
Applicant: ,James 81 anch
150 50'1
170 303
225.05'[
1000
2000
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4.000
COInl1l1IlY: Oranch l::1l[Jmeflflllq 1m:.
VVithlJl 4B hours before begll1l1lr\U pennlt Wall< and again after completing permit work, the I\ppllcant (01 aasnl) shall notify Ihe IJlstm,l perrmtlll1fJ
representative
The perrmtted work IS located within the Ole[1on Ulillly l\Ioilflcatlon Center (OUf\IC\ area The OUI'JC IS a lItllllies notlllca110n system fen Ilollry OWf)(!iS
of utllltle~, about excavation work performed In the VICinity of their raGllllleS The utilities notificatiOn system tdephone nurnL,:,!1 IS 1- 8()O-:J32-2~\llll
Applicant sha11 be responSible and liable for ('I) investigating presence/absence of any legally protected 01 reglllated pnVl1 anmenti'lll ~jS(JlIl co! s) III
the action area, (2) detell11l11l11g any and all restrictions or leCjulrements that lelate to the proposod actions, ane! cnmplYln[j With ~,ur.ll, 111LllldlllQ hili
not IIInlt6d to those relating to hazardous n'1atenal(s), watel qualit)l constl 8111ts, wetlands, arr;heoloaleal nJ histOriC resollrr:es( s) stalfJ flnd led<~1 <II
threatenud or endangered species': etc; (3) complYing With dll fede~dl, state, ancllocallaws, and olllalnll1[J alii eqlllred and neCtJGS6IfI/ p811YliI" dllrl
approval!>
Ifthe applicant Impacts a legally protected/regulated resource, appllcant/pennlUee shall be responSible for f;\1\ rosts a::,soclal erl wllh ~.IIc11 Irllpoct,
II1cludln~l, but not IlInlled to all costs of mitigation anel rehablllti:hlOIl, and shall Indemnify, andlwld hi:lrmlass OD(JT lor sllcl1l1np"ctll dnd I!li
lesponslble and liable to ODOT fOI allY costs or claim:; that OOOT may have.
Submit the following In Willing five days betal e the pel mltteJ actlvlly,' ,
~ Propol:,ed TI afflc Control Plan (TCP) SllOWlng all "rrdfflO Controllv1138SUI es (TCIV1) Include the proposed ordel and rluidtlon !If all TCIVI, Po fI'll
start wOII( on any stage of cOllslruGlIon until all TCM are In place and the Tep IS oRera11i10 satlstactorlly
SPECIAL PROVISIOl\IS
This permit IS conditIOned upon applicant gaining all fHqlllrerJ appl ovals from Ihe City of SpllllgtleliJ
Applicant IS I eqLllred to complete all construction wllhlll the rial iI-of-way to tile satlsfacllon of ODOr alld .JCCOI dlllLj III ODOT ~,peclfk:allL1llc,
The applicant Is I eqUlred io keep ve!.jetatlon tlimmed /JaLI< to malnlalll applOach Sight dlslance
Date Received:
MAR ~ 6 2008
Original Submittal
CHAMPS -ltrpLprov_vvum,IJ
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" PERMIT TO CONSTRUCT A
STATE HIGHV\fJ.\Y APPROACH
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ApplicatlOlIi (d. 3113
" !liLJhway Numlll~r. 015
:' Mi'ePoinL 720
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Address J. ,1/ "~I"\~ 'I) : 1', !
6595 Mam sheet, 1:",', I ,
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Sprlnqr/ald: 'or-r',i97/17fJ-7006
COLlllty " : 'II ~ : \<,' ~~ \' ,rwnshlJJ :' ,/ r~allQB I Sec.tIOII"
Lane " , C,' , " HI' ,02',' 311.44
lItyllWBY I' '," \ ,I\~r' ,,"r~ \~ I': t I, I,' Hauls' ,'". "
Mcl(enzle,,'t' ,,:,!; '; "/" :"",' 0I1E12G',,',' I , ,
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In coneid.e:-s.:tio.n of we l:r'.1ovcl bcn~f':!.te ~o be derit'lJcl. betwea.~ the urAe:"~~~
~ the state of V:-eBCUl, by c.n::. 'fr...:'C~ :its C':eg~n state F~ Coz:;;:dssion. c.n.:i -u:."to Ci.ti7
ot Sp::-~i.eld.... a Z!:llniclpa.l co:,?ora.tio!l, it is he:-e(c:;" a.g:"o~d th~t the OrogO!1 B~~~B Higmiii.,y
C~aclon.. its agen'tes ~lc:-a~z, ~hg9lJ~"'"!lc:tcres ~- 6"1tEr upon the re:1.l P:"'O~~S owned
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!-!ctoil.zie Hig1rliey,l to !inia1l elopc1: end 'tClero requi..--ucl en dditionnll~O scroare fee~ '\to
be dirlt!eci :Ul~O tr.:-e-e equs.1 1'''''"0,16 or 50 6qt1:ro reel; <lath to
p:ovld~ at.orrr drair.age fcciliti.eo c..1ong tnc aud his"ln:r~J ~ fu.r'tre:r, i.t i!S hC%'ecy agraed
iili.a.-; t.."te Cit.-y of Sp-,...;-ng!ield" :i:t: agent~,1 emplcwae" :&.m1 contrscto:'llf mE.7 er~t.e: u;xm ~id
renl p=o~ert:r 8-~er construction 't~ ~t..~ ~r.i{l "ta:u drdr..5l.,S6 fs.a.ilit:..eb, pro,..i.d.i.r>...g:
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be coton::ine:d i1t ";:-013 of' oonst:iJ:tion.
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basins in5ta.!1.od on Gr:mtc:o's prop<:rty :eor -:.he Jl'U.."'P"S5 o! :-='1'8.1 or surface
vs.tsr may ba donE by mtl City of Sp...-ir~elC:. 'Zh~ Sts.-;e ~1WSY- COi::n.2.~on
t.""l.1.l not be reCipcn~1t1.6 tor said t'per.:.tion 0:- l3!5int~m..nC6. 1
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Date Received:
,
RE~
LtMiTE~ ~ECT~CHNEC..~L ~~!~..[~S::SJ:'_Liw~~
MAR - 6 2008
MULT~~FAMIL Y DEVELOp~~!-,rr
6595 rttAEN STREET
Original Submittal
SPR~?JGF!~LD~ 0R~30[{
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Date Received:
MAR
6 2008
Onglnal SutnTllttal,_
STORMW ATER MANAGEMENT PLAN
Site Plan Review Application
6595 Main Street
17-02-34-44 TL 1200
For .t\.11chael Brandt-Drury
Prepared By Branch Engineering, Inc
August 2004
Date Received~ 1
MAR - 5 2008 ~
Original 8i..ibmittal
,~
SUM1\1ARY OF PROPOSED MANAGEMENT PLAN
Site Plan Review Application Oat R ' d
6595 Main Street e ecelve:
17-02-34-44 TL 1200
MAR - 6 2008
T)
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, Oriomal SubmIttal
Cunently the project area has a mam resIdence and accessory dwellmg~ IDe remammg
area consIsts of lawn, weed grass and a small amount of wetland The soIl on sIte has very low
permeability causmg the majonty of the ramfall to runoff under current conchtlOns The sIte
naturally slopes towards the nonhwest, but the hIghway to the north causes the runoff to channel
along the south sIde of the hIghway, eventually entenng the dramage system 111 the hIghway
The wetlands are a result of stonnwater ponding at the base of the run to the south of the project
area It IS not beheved that the wetland water enters the Mam Street system under the eXIs1mg
condl Hons Maps showing the topography of the area are included in AppendIx A
The soIls III the area have a seasonal hIgh water table that IS between 1 5 and 2 5 feet
below the surface (per the Lane County SoIls Survey) The Lane County SoIls Survey also lIsts
the sOlIs on the SIte as havmg a slow percolatlOn rate, Due to these two factors, the majonty of
stonnwater exits the site as runoff under the current conditions Appendix B shows that 0.33 cfs
cunently enters the ODOT system from tlus SIte
The project proposes to keep the main reSIdence, but replace the accessory dwellmg with
a fourplex, two duplexes and a parkmg area The drivmg and parkmg areas associated WIth the
development need to be drained to a treatment system then released from the SIte A 36"
stonnwater pIpe IS bemg installed at the Mountam Gate subdlvIsionJlus summer, but IS far
enough away that an extenSIOn to tlus SIte IS not practical The only other optlOn is to dram the
water from the development to the dramage system m Mam Street An appbcatlon has been
submitted to ODOT for pennission to dram the nmoff to Mam Street and the stonnwater qualIty
measures have been deSIgned to meet the ODOT speCIfications
A grassed swale is proposed between the eXIsting residence and the proposed fourplex
The on-SIte paved area WIll dram to thIs swale for filtratIOn before leavmg the SIte The swale
WlIl be planted with a standard swale grass seed nux as called out on the landscaping plan in
AppendLx A Runoff from the roofs and perviOUS areas WIn not be treated smce these are not
conSIdered to be contaminated areas However, the roof runoff WIll be channeled through the
onfice to contiol the dIscharge rate. The roof dram pipe was not able to daylIght m the swale
due to the maximum possible flowline being lower than the swale flowlme Consequently, the
roof dram pIpe taps mio the swale catchbasln
The only design specification that the swale was not able to meet IS the 100 foot
ll1mimum length Due to the shape of the lot and the locatIOns of the eXlstmg house, fences and
wetlands, It was not possible to make the swale any longer than 70 feet However, It was still
pOSSible to exceed the nunimum reSIdence tune The calculatlons assocIated WIth the water
quality portIOn of the swale deSIgn are included as Appendix C
As already mentlOnecL a seasonal hIgh water table eXIsts In the area To prevent
groundwater mflow, the bottom of the swale is set to be appfOyimate!y 1.5 feet belO\v existing
ground (the maXlmmn expected water table elevation)
As shown in Appendix D, the post-devdopment runoff has been hl11Ited to the pre-
development runoff Tills does cause some pondmg m the swale, but as shown m the
calculatlOns the maximum \vater su..rface elevation (515 97) is a foot belovv' the lovvest top of
V'
r'
swale elevatlOn (517) and only half a foot above the bottom of swale (51556) ThIs amount of
ponding is mmor and will not cause any adverse impacts to the residents in the area or reqUire an
addItional overflow, These calculatIons were done for a 10 year, 24 hour StOffi1 per ODOT
reqUIrements Appendix E checks the 25 year, 24 hour storm per the City of Spnngfield
reqUIrements The calculatlOl1S mcluded ill AppendIx E show that the 25 year storm causes an
equally mmor amount of pondmg
Date Received:
Mj~R - 6 2008
Original Submittal
*;::
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1
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APPENDICIES
APPENDIX A
APPENDlX B
APPENDIX C
APPENDIX D
APPENDIX E
Maps
Current Runoff ConchtlOns
" Water Quality Stonn Calculations
1 0 Year Stonn CalculatlOns
25 Year Storm Calculations
Date Received:
MAR - 6 2008
'l'{
,
Ongrnal Submittal
APPEND:L( A
Maps
lncludmg
USGS Quad Map
Clty of Spnngfleld Tapa
Isopluvlal Maps
T ax Assessor - s Map
Proposed Gradmg, Pavmg and Dramage Plan
Proposed Landscapmg Plan
Date Received:
""I\r
J
Mj!.~ - G 2008
"
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Springfield quadrangle Date Recef~~_ ".Ia, ~~,;,. -1
Projection IS UTf\1 Zone 10 NAD83 Datum ~=~I ',j~_
MAR - 6 2008
Onglnal SubmIttal
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OIU~GON DEPAHrMENr OF TRANSPORTATION, IIIGIIWAY DIVISION
OPEN-FILE HEPOHT 79-553
PLATE 2
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EXPLANATION
65 - Precipitation. In tenths of on Inch
- - - Flood frequency.reglon boundory
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PLA') E 2,--('>OPLUVIALS OF 2-YH,24.1I0UR PRECIPITATION IN TENTHS OF AN INCH FOR WESTERN OREGON
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APPEl\1])IX B
Current Runoff CondItIons
Inc!udmg
Lane County SOlIs Survey Data
Tune of ConcentratIOn
Santa Barbara Urban Hydrograph
Date Received:
MAR - 6 2008
Original Submittal
DETERMINATION OF VARIABLES FOR APPENDIX B
Time of Concentration
It is assllll1ed that the wetland water stays within the wetlands and does not dram to the storm
system in Main Street Under pre-development conditions, the longest flow path is from where
the north line of the wetlands intersects the east line of the site to the northwest comer of the SIte
then along the south edge of Main Street to the area drain at the northwest corner of the
neighboring property, The area drain can be seen on the city topo map and the width of the
neighboring property can be seen on the Tax Assessor's Map, both are included in Appendix A.
L = 340 + 120 = 460 ft
The change in elevatiOn across the flow path can be seen on the city topo map
~elev=5178-516=1.8 ft
slope = 1.8 = 0.004 filft
460
An equation for velocity is given m Appendix F of the TR-55 Manual
v = l6.1345(s)0 5 = 16 1345(0.004) 5 = 1.01 ft/s
T 460 8 .
= =ffiIn
c 1 01
Draina!!e Areas
The entIre drainage area (the site area. North of the. wetlan~) is counted as pervwl1S.
Rainfall Deoth
Based on the IsopluVIal maps for Oregon,. the 10 year, 24 hour rainfall IS 4.3 mches
Curve Number
Because the SOlI over the majority ofthe.dramage area IS classified as Hydrologic Group C and
the lawn grass IS in good condItIon, Table 2-2a ofthe TR-55 Manual specifies a Curve Number
of74
Date Received:
MAR - 6 2008
Original Submittal
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32
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Date Received:
MAR - 6 2008
Original Submittal
1":. LI i);)'
- 50
lower part to a depth of 60 Inches or more is
multicolored sand.
Permeability of this Cloquato 5011 is moderate
Available water capacity is 9 to 14 Inches. Water
supplYing capacity is 19 to 26 Inches. EffectIve rooting
- depth IS 40 to 60 inches or more It IS limited by the
sandy substratum. Runoff IS slow, and the hazard of
water erOSion is moderate. ThIs sOil IS subject to
occasional, very brief periods of flooding from November
to March.
The disturbed Cloquato soil has been covered by as
much as 40 Inches of fill material or has had as much as
30 Inches of the original profile removed by cutting or
grading The fill material is commonly from adjacent
areas of Cloquato, Chehalls, Chapman, Newberg, or
- McBee sOils that have been cut or graded. The
characteristiCS of the disturbed areas are hIghly variable.
Urban land consists of areas where the soils are
largely covered by concrete, asphalt, buildings, or other
- imperviOus surfaces that obscure or alter the sOils so
tl1at identification is not feasible.
ThiS unit IS used mainly for urban development It is
also used for yards and as open areas around and
between bUildings.
If thiS unrt is used for urban development, the main
limitation IS the hazard of flooding Roads and streets
should be located above the expected flood level.
In summer, Irrrgatlon is required for lawn grasses,
shrubs, Vines, shade trees, and ornamental trees Plants
that tolerate flooding and droughtiness should be
selected if Irrigation IS not provIded.
ThIS map unrt is not assIgned a capability
claSSificatIon.
31-Coburg silty clay loam, ThiS deep, moderately
well drained sOil IS on low stream terraces. It formed In
Silty and clayey mixed alluvium Slope IS 0 to 3 percent
Areas are irregular in shape and are 5 to 100 acres in
size The vegetation In areas not cultivated IS mainly
Oregon ash, Douglas-fir, Oregon white oak, and pOlson-
oak Elevation is 300 to 800 feet The average annual
preCipitation IS 40 to 60 Inches, the average annual air
temperature IS 52 to 54 degrees F, and the average
frost-free period IS 165 to 210 days.
TYPically, the surface layer is very dark graYish brown
Silty clay loam about 18 Inches thick. The subsoil IS dark
brown, mottled Silty clay loam and silty clay about 35
Inches thick The substratum to a depth of 65 Inches IS
dark brown, mottled fine sandy loam
Inl"'i1 '';0'; In th,c 'In'T ""0 Cn'l",1I """'<:IC ni r'nncor
.............-........ ", ""'....... .....'111. ........... VI I n"lI' ................0.1 VI ....,....."'....._.,
Malabon, Oxley, and Salem SOils. Included areas make
up about 15 percent of the total acreage
PermeabJiJty of thiS Coburg 501115 moderately slow
Available water capacity IS about 10 to 12 Inches Water
supplYing capacIty IS 20 to 26 inches Effective rooting
depth is more than 60 Inches. Runoff IS slow, and the
Soil Survey
hazard of water erosion is slight. A high water table IS at
a depth of 1.5 to 2.5 feet from November to May
ThiS unrt IS used for small grain, grass seed, pasture,
orchards, Irrrgated vegetable crops, recreation, and
urban development.
This unit IS SUited to many kinds of crops. In summer,
Irrrgatlon IS required for maxImum production of most
crops. Sprinkler irngation can be used, but water needs
to be applied slowly to mlnrmlze runoff.
Grain and grasses respond to nitrogen; legumes
respond to phosphorus, boron, sulfur, and lime; and
vegetables and berrres respond to nitrogen, phosphorus,
and potassium. Crop reSidue left on or near the surface
helps to conserve mOisture, maintain tilth, and control
erosion. Orchards and vegetable crops should have
cover crops to help protect the SOIL Restncting use bf
machinery when thiS Unit IS wet minimizes compaction.
ThiS Unit IS suited to pasture, Proper stocking rates,
pasture rotation, and restncted grazing dunng wet
periods help to keep the pasture In good condition and
- to protect the soil from erosion and compaction.
If this unIt IS used for recreational development, t~e
main limitatIons are the high content of clay and
moderately slow permeability.
If thiS unit IS used for urban development, the main
limitations are the seasonal high water table, moderately
slow permeability, and low SOil strength If bUildings ?re _
constructed on thiS Unit, properly deSigning foundations
and footings and diverting runoff aw-ay ir" --, blJlldlrlSl '
help to prevent structural damage as a ! "'~,LJlt ot srllllkrng
and swelling Roads and streets can be bUilt it they are
deSigned to compensate for the instability of the subsoil
and If a maximum amount of base rock IS used,
Landscaping plants that tolerate a sea80'121 high water
table and droughtiness should be selected If drainage
and irngatlon are not prOVided
ThiS Unit IS In capability subclass IIw
32-Coburg-Urban land complex, ThiS map unit IS
on low stream terraces. Slope IS 0 to 3 percent Areas
are Irregular In Shape and are 5 to 1 00 acres In size The
native vegetation IS mainly Douglas-fir, Oregon white
oak, and pOison-oak. Elevation IS 300 to 800 feet The
average annual preCipitation IS 40 to 60 Inches, the
average annual air temperature IS 52 to 54 degrees F,
and the average frost-free penod IS 165 to 210 days
ThiS unit IS 45 percent relatively undisturbed Coburg
Silty clay loam, 10 percent distUrbed Coburg Silty clay
loam, and 30 percent Urban land The components of
this unit are so Intncately intermingled that It was not
pract:ca! to map them separately at the scale used
Included In thiS unit are small areas of Conser,
Malabori, Oxley. and Salem soils. Included areas make
up about 15 percent of the total acreage
The relatively undisturbed Coburg SOil IS deep and
~~~~r~~f~~,~~:l ~;~:~:~y, l~~~r~~t\~~~n~~~;k
MAR - 6 2008
Original Submittal
Lane County Area, Oregon
graYish brown silty clay loam about 18 inches thick. The
subsoil IS dark brown, mottled silty clay loam and silty
clay about 35 Inches thick. The substratum to a depth of
65 Inches or more IS dark brown, mottled fine sandy
loam.
Permeability of this Coburg sOil IS moderately slow
Available water capacity IS about 10 to 12 inches. Water
supplYing capacity IS 20 to 26 incnes. Effective rooting
depth is more than 60 inches. Runoff IS slow, and the
hazard of water erosion IS slight. A high water table is at
a depth of 1.5 to 2.5 feet from November to May.
The disturbed Coburg sOil has been covered by as
much as 40 Inches of fill matenal or has had as much as
30 Inches of the onglnal profile removed by cutting or
grading The fill matenal IS commonly from adjacent
areas of Coburg, Malabon, Salem, Conser, and Oxley
sOils that have been cut or graded. The characteristics of
me olsturbed areas are highly variable.
Urban land consists of areas where the soils are
largely covered by concrete, asphalt, bUildings, or other
Impervious surfaces that obscure or alter the soils so
that IdentlflcatlO!1 IS 110t feasible.
ThiS Unit IS used mainly for urban development. It is
also used for yards, parks, and open areas around and
between bUildings.
If thiS unit IS used for urban development, the main
limitations are the seasonal high water table, moderately -
slow permeability, and low sOil strength. If bUildings are
constructed on the Unit, properly designing foundations
and footings and diverting runoff away from buildings
help to prevent structural dam-age as a result of shnnking
and swelling. Roads and streets can be built if they are
designed to compensate for the instability of the subsoil
and If a maximum of base rock IS used. Landscaping
plants that tolerate a seasonal high water table and
droughtiness should be selected If drainage and irngatlon
are not prOVided.
ThiS map Unit IS not assigned a capability
classification
33-Conser silty clay loam, ThiS deep, poorly
drained sOil IS In depressional areas along dralnageways
It formed In silty and clayey mixed allUVium Slopes are 0
to 2 percent Areas are Irregular In shape and are 5 to
1 00 acres In size The vegetation In areas not cultivated
's mainly Oregon ash, 0(e90n white oak, hawthorn, rose,
sedges, rushes, and grasses Elevation IS 300 to 500
feet. The average annual precipitation IS 40 to 60 Inches,
the average annual air temperature IS 52 to 54 degrees
F, and the average frost-free period IS 165 to 210 days
TYPically, the surface layer IS very darK brown silty ciay
loam about 9 Inches thick The UDPer 5 Inches of the
subsoil IS very dark graYish brow~ 'sllty clay, and the
lower 27 Inches IS very dark gray and brown, mottled
c1av and silty clav The substratum to a depth of 60
Inches or more IS dark grayish brown, mottled loam and
51
sandy loam. In some areas coarse sand and gravel are
below a depth of 40 Inches.
Included in thiS Unit are small areas of Awbrlg,
Bashaw, and Coburg salls Included areas make up
about 15 percent of the total acreage.
Permeability of thiS Conser sallis slow. Available water>
capacity IS about 9 to 12 Inches Water supplying
capacity IS 15 to 20 inches. Effective rooting depth IS
limited by a high water table that IS at a depth of 0 to 1 5
feet from November to May. Runoff IS slow, and the
hazard of water erosIon IS slight. The sOil IS subject to
rare periods of flooding
ThiS unit IS used mainly for hay, pasture, and grass
seed Where drainage IS proVided, it IS also used for corn
and other cultivated crops,
This Unit is SUited to water-tolerant or shallow-rooted .
crops. Deep-rooted crops are SUited to areas where an
adeqlJate drainage system has been Installed. In
summer, irngatlon is reqUired for maximum production of
most crops Sprinkler irrigatIon can be used, but water
needs to be applied slowly to minimize runoff.
Returning all crop reSidue to the SOil and uSing a
cropping system that includes grasses, legumes, or
grass-legume mixtures help to maintam fertility and tilth
Crops respond to nitrogen and phosphorus.
Grazing when thiS unit IS wet results in compaction of
the surface layer, poor tilth, and excessive [u[1off..A ,
tillage pan forms easily If the SOil IS tilled when wet.
Chiseling or subsOlhng can be used to break up the
tIllage pan.
If thiS unit is used for recreational development, the
main limitations are wetness, slow permeability, and the
content of clay in the surface layer and subsoil
!f thiS unit IS used for homesite development, the main
limItations are slow permeability, wetness, the content of
clay In the surface layer and subsoil, high shrink-swell
potential, and low SOil strength when wet Perimeter
drains and properly deSigned footings and foundations
help-to reduce wetness and prevent structural damage
from shrinking and swelling. Roads for year-round use
need heavy base rock. Landscaping plants that tolerate
a seasonal high water table and droughtiness should be
selected If drainage and Irrigation are not prOVided
ThiS map unit IS In capability subclass Illw
34-Courtney gravelly silty clay loam, ThiS deep,
poorly drained SOil is In dramageways and other
depressional areas of valley terraces. It formed In
gravelly and clayey mixed allUVium, Slopes are 0 to 3
percent. Areas are elongated or Irregular In shape and
are 3 to i 00 acres In size. Tne vegetation In areas not
cultivated IS mainly grasses, sedges, rose, hawthorn, and
Oregon ash. Elevation is 300 to 800 feet. The average
annual preCipitation is <10 to 60 inches, the average
annual air temperature IS 52 to 54 degrees F, and the
average frost-free period is 165 to 210 days
. .
Lane County Area. Oregon
swell potential, moderately slow permeability, and low
strength of the sOil when wet
This map umt IS In capability subclass Vie.
105A-Pengra silt loam, 1 to 4 percent slopes, This
deep, somewhat poorly drained sallis on toe slopes and
fans. It formed in stratified alluvium. Areas are irregular In
shape and are 5 to 40 acres in size. The vegetation In
areas not cultivated IS mainly Oregon white oak, Oregon
ash, wild blackberry, wild rose, pOison-oak, grasses, and
scattered Douglas-fir. Elevation is 350 to 1,000 feet. The
average annual precipitation IS 40 to 60 Inches, the
average annual air temperature IS 52 to 54 degrees F,
and the average frost-free penod IS 165 to 210 days.
TYPically, the surface layer IS very dark graYish brown
silt loam about 6 Inches thick, The subsoil is very dark
grayish brown and dark graYish brown, mottled silty clay
loam about 15 Inches thick. The substratum to a depth
of 60 Inches or more is very dark grayish brown and dark
graYish brown, mottled clay.
Included In this unit are small areas of Courtney,
Dupee, Hazelalr, Natroy, and Panther Salls. Included
areas make up about 15 percent of the total acreage
Permeability of this Pengra sOIl IS very slow. Available
water capacity is about 8 to 10 Inches Effective rooting
depth IS 18 to 30 Inches. It is limited by the clay
substratum and by the high water table that is at a depth
of 1,5 to 2.5 feet from November to May. Runoff IS slow,
and the hazard of water erOSIon is shght
ThiS unit IS used mainly for small grain, grass seed,
hay, and pasture It IS also used for recreation and as
homesites
If thiS unit IS used for hay and pasture, the main
limitation IS wetness, Grazing when the SOil is wet results
In compaction of the surface layer, poorJllth, and
excessive runoff Only those hay and pasture plants that
tolerate a seasonal high water table are SUItable for use
In undrained areas Fertilizer IS needed for optimum
growth of grasses and legumes.
ThiS unIt IS SUited to grass seed and small grain, It IS
limited mainly by wetness Tile drains and open ditches
can be used to lower the water table If a suitable outlet
IS available. Use of grassed waterways helps to control
erOSion Grain and grasses respond to mtrogen, and
legumes respond to phosphorus and lime
If thiS unit IS used for recreational development, the
main hmltatlon IS wetness dunng much of the year
If thiS unftiS used for homesite development, the main
limitations are wetness, high shnnk-swell potential, very
slow permeability, and low SOil strength, If bUildings are
constructed on the SOil In thiS unit, properly desIgning
foundations and footings and diverting runoff av./ay from
buildings help to prevent structural damage as a result of
shnnklng and swelling. BUildings and roads should be
designed to offset the limited ability of the soil to support
a load The maximum amount of base rock !S needed to
prevent settling and cracking of roads and streets If.
~ .
121
drainage and Irrigation are not prOVided, plants that
tolerate a seasonal high water table and droughtiness
should be selected for landscaping
ThiS map umt IS In capability subclass IlIw
106A-Pengra-Urban land complex, 1 to 4 percent
slopes, This map unit IS In broad, slightly concave areas
on fans and toe slopes. Areas are Irregular In shape and
are 3 to 30 acres In size The native vegetation IS mainly
Oregon white oak, Oregon ash, wild blackberry, Wild
rose, pOison-oak, grasses, and scattered Douglas-fir
Elevation is 350 to 800 feet. The average annual
preCipitatIOn IS 40 to 60 Inches, the average annual air
temperature is 52 to 54 degrees F, and the average
frost-free penod IS 165 to 210 days
This unit is 50 percent relatively undisturbed Pengra
Silt loam, 10 percent disturbed Pengra silt loam, and 25
percent Urban land The components of thiS unit are so
Intncately intermingled that It was not practical to map
them separately at the scale used
Included in this Unit are small areas of Dupee,
Hazelalr, Natroy, and Panther Salls. Included areas make
up about 15 percent of the total acreage
The relatively undisturbed Pengra SOil IS deep and
somewhat poorly drained. It formed In stratified allUVium.
TYPically, the surface layer IS very dark graYish brown Silt
loam about 6 Inches thick. The subSOil IS very dark
grayish brown and dark graYish brown, mottled Silty clay
loam about 15 Inches thick. The substratum to a depth
of 60 Inches or more is very dark graYish bIOWI) f ~ld de'l ~
graYish brown, mottled clay.
PermeabIlity of the relatively undIsturbed Pengra SOil IS
very slow. Available water capacity IS about 8 to 10
Inches Effective rooting depth IS 18 to 30 Inches It IS
limited by the clay substratum and by lhco bl\:Jn water.
table that is at a depth of 1.5" to 2 5 fer,! jrOIn !\)(1\'errb,:"
to May Runoff IS slow, and the hazard of water erosion
IS slight.
The disturbed Pengra SOil has been covered by as
much as 30 Inches of fill matenal- or has had as much as
30 Inches of the anginal profile removed by cutting or
grading The fill matenal commonly IS from adjacent
areas of Pengra, Hazalalr, Dupee, Natroy, and Panther
SOils that have been cut or graded The characteristics of
the disturbed Pengra soil are highly variable
Urban land consists of areas where the soils are
largely covered by concrete, asphalt, bUildings, or other
ImperviOUS surfaces that obscure or alter the Salls so
that Identification IS not feaSible
ThiS Unit IS used mainly for urban development It IS
also used for yards and parks or for greenbelts that are
maIntained to faCilitate rapid removal of surface water by
storm drams or floodway channels dUring pen ods of
heavy rainfall
If the relatively undisturbed Pengra S0" IS used for
urban development, the main hmltanoii:: are the hIgh
0
-.
cQ.
:J
!!.
(J) ~
c )>
CT :::c
3 I
:::+ en
.....
!!. "-Jl
~
C)
co
;~
TABLE J4.--S0IL AND WATER fEATURES--Contlnued
'"
SOlI name and
map symtol
-- ~- --- + ---- ------ -_~~_=__===FiO~d_1I1~i---=_
lIydro- \
logIC Frequency DuratIon Months
___ !{Io~p_. ___._____
Uncoated Concrete
---3teel
4~, 43e*
~xonv IJ l,~-------
('I)
:;ct loma th --------
~zelaIr---------
o
<D
<:'See footnole at end of lable,
<D
0..
.\,
30*:
Urban Jand.
31----------------
Coburg
32* :
Coburg-----------
Urban Janel.
33----------------
Conser
34----------------
Courtnpy
35D, 35F, J5G-----
CrUIser
36D---------------
Cumley
37C, 37E----------
Cupola
38----------------
Dayton
39E, 39F-- --------
DIgger
4011*:
Dlgger-----------
Rock outcrop.
41C, <lIe, 41F-----
fhxonvl11e
4 2E*:
DIxonville-------
Jlaze1alr---------
Urban land.
C None--------
C None--------
D Rare--------
D Rare--------
13 None--------
C None--------
R None--------
D None------,-
C None------J-
C None--------
C , None--------
C None--------
D None--------
C
None--------
D
None--------
D
None--------
==---HIqh water table
Bedrock
RISk of~orrosIon
Depth
PotentIal
Hardness frost
_____~ctIon
KInd
Months
Depth
--In
-- ------- --Pt'
1.5-2.5 Apparent Nov-May > 60 HIgh----- Low.
1.5-2,5 Apparent Nov-May )60 HIgh----- Low,
0-1,5 Apparent Nov-May ) 60 H 19h----- Moderate,
--- I 0-1. 5 Perched Dec-May > 60 High----- Modera te,
) 6,0 ) 60 HIgh----- High----- HIgh,
2.0-3.0 Apparent Nov-Apr ) 60 HIgh----- Mode ra te ,
> 6,0 ) 60 Moderate Moderate,
+1-1.5 Perched Nov-May ) 60 Il1gh----- Mode ra te .
) 6.0 20-40 Soft Low------ Moderate.
> 6.0 20-40 Soft Low------ Moderate.
) 6.0 20-40 Soft HIgh----- Low.
) 6.0 20-40 Soft HIgh----- Low.
1.0-2.0 Perched Dec-Apr 20 -4 0 Soft HIgh----- Moderate,
6.0 20-40
Soft
111gh----- Low,
5.0 12-20
Soft
IIIgh----- Moderate.
l.0-2.0 Perched Dec-Apr 20-40
Soft
HIgh----- Moderate,
r
~ .
ro
()
o
c:
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~
)>
..,
ro
1>>
o
..,
ro
10
o
::J
w
(J)
.....
<;011 na,'18 and
T1ap symbol
98---------------- D
Notl
9911 *,
Ochrepts,
1I1nbrepls
100---------------
Oxley
101*:
Ox]ey------------
Urban land,
102C--------------
Panther
103C*-
Panlher----------
Urban land.
104E, 104G--------
---.Peav-irie- -
105A--------------
Peny ra
106A*-
Pengra-----------
Urban land.
107C, lOBe, 108F--
PI1l1omath
109F*-
Phl1omath--------
Urban land.
110 *.
Plts
11]D, 11IP--------
Preacher
11 2G *
Preacher---------
Bohannon-----,----
TABLE 14.--S0IL AND WATER FEATURES--Contlnued
=~-==-=~ --F-loodi ng_ ___
-1!.2JLh. water table ------Bedr()ck---------~I-~L'2..~~_orr=-osio-n=_
Potential
IJardness frost
_action
lIyrlro-
logiC
___ .9_r:~uy___
Frequency'
Uncoated
steel
Concrete
Months
Depth
Months
Depth
Kind
Durallon
Fl
In
Frequent---- Brlef----- Oct-May
0-].0 Perched Oct-May
> 60-
Hlgh----- High.
C None-------- 0.5-1.5 Perched Nov-May > 60 Hlgh----- Moderate,
C None-------- 0.5-1.5 Perched Nov-May > 60 lilgh----- Moderate.
D None-------- 0-1. 0 Perched Dec-Apr 40-60 Soft lIigh----- High.
D None-------- 0-1. 0 Perched Dec-Apr 40-60 Soft I-Ilgh----- I-Ilgh,
C None-------- > 6,0 20-40 Soft I-Ilgh----- High,
. n_ --- - -- -- - - . ---- - .--- - -- 7"
D None-------- l.S-2.5 Per ched Nov-May > 60 I-Ilgh----- /1oderate,
n None-------- 1.5-2,5 Perched Nov-May > 60 I-Ilgh----- Moderate.
D None-------- > 6.0 12-20 Soft I-Ilgh----- Moderate.
D None-------- > 6.0 12 -2 0 Soft I-Ilgh----- Moderate,
B None-------- > 6.0
n none- ------- > 6,01
C None-------- > 6.0
40-60
lilgh----- High,
Soft
40-6"0
Soft
Hlgh----- I-Ilgh.
20-40
Soft
Low------ High.
See fnotnole al end of table.
r
OJ
::J
ro
o
o
c:::
::J
~
)>
-.
ro
.?l
o
m
to
o
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w
en
01
~ t. ",...t"
350 SOil Survey
TABLE 13, --PHYSICAL AND CHEMICAL PROPERTIES OF SOILS--Cont1nued
----- ----- ---- -- ----- ----
Eros 10n
5011 name and Depth Clay M01St Permeab111ty Ava11ab1e S011 Shr1nk-swe11 factors Organ1c
map symbol bulk . wa te r react10n potent1a1 matter
dens 1 ty caQac1ty K T
In Pct Gjcm-' 1n/hz:: 1n/1n 2!:!. Pct
28C, 28E--------'- 0-7 18-27 1. 30-1. 40 0,6-2,0 0,19-0,21 5,6 -6,5 Low---------- 0,28 2 3-5
Chehu1pum 7-13 20-30 1.30-1.40 0.6-2,0 0.18-0.22 5.6-6,5 Low---------- 0.28
13 -------------
29--------------- 0-14 5-15 1.30-1.40 0,6-2,0 0,20-0,22 5. 6 -6 . 5 Low---------- 0,32 5 5-10
C10quato 14-50 5-15 1.30-1.40 0',6-2,0 0,19-0.21 6.1-7.3 Low---------- 0,32
50-60 2-10 1.30-,140 0,6-2,0 0.08-0.10 6,1-7,3 Low--------,,-- 0.24
30* :
Cloquato-------- 0-14 5-15 1.30-1.40 0,6-2,0 0,20-0.22 5.6-6,5 Low---------- 0.32 5 5-10
14-50 5-15 1.30-1.40 0,6-2,0 0.19-0,21 6.1-7.3 Low---------- 0.32
50-60 2-10 1.30-1,40 0,6-2,0 0,08-0,10 ~.1-7.3 Low---------- 0.24
Urban land,
31---------~-~--- 0-18 27-35 1.20-1.40 0,6-2,0 0,18-0.20 5.6-6,5 Moderate----- 0.32 5 4-6
Coburg 18-53 35-45 1. 20-1. 40 0,2-0,6 0,18 -0,20 6,1-7,3 Moderate----- 0,37
53 -65 15-30 1.20-1.40 2,0-6,0 0.13-0.15 6,6-7,3 Low---------- 0.24
32 *:
Coburg---------- 0-18 27 - 35 1. 20-1. 40 .0,6-2,0 0,18-0,20 5,6-6,5 Mode ra te ----- 0,32 5 4-6
18 -5 3 35-45 1.20-1.40 0,2-0,6 0.18-{),20 6.1-7,3 Moderate----- 0.37
53-65 15-30 1.20-1.40 ;:"2,0-6: 0 0,13-0.15 6.6-7,3 Low---------- 0.24
Urban land.
33--------------- 0-9 27-35 1. 20-1. 40 0,6-2.0 0.19-0,21 5.6 -6 , 5 Moderate----- 0.37 5 4-8
Conser 9-41 35-50 1.20-1.40 0.06-0.2 0.14-0,16 6.1-6,5 H 19h- -------- 0.37
41-60 15-30 1.20-1.40 0.6-2,0 0,16-0,18 6,1-7,3 Low----~----- 0.43
34---~----------- 0-15 .27 -3 5 1.30-1.40 0.,2-0.6 0,16-0,19 5,1-6,0 Moderate ----. 0.20 2 3-5
Courtney 15-28 50-60 1.30-1.40 < 0,06 0,11-0.14 6,1-6.5 H1gh--------- 0.20
28 -41 27-35 1.30-1.40 0,2-0,6 0,07-0,13 6.1-6,5 Moder, i , - ~--- (1,1
41-60 0-5 1.30-1.40 6,0-20 0.03-0.05 6.1-7.3 Low--- -- ---- (I , "
35D, 35F, 35G---- 0-15 0.85-0.95 0.6-2,0. 0,20-0,25 4,5-6,0 Low---------- 0,17 5 4-6
Cru1ser 15-55 0,90-1. 00 0,6-2,0 0.17-0,20 4.5-6,0 Low----. - --- 0.24
55-65 1.10-1.30 0,6-2.0 0.10-0,16 4.5-6.0 Low--'----- --- 0.24
36D-------------- 0=14 27-35 1.20-1.40 0.6-2,0 0.18-0,20 5.1-6,5 Moderate----- (\,24 c 4-6
.'
Cum1ey 14-60 40-55 1.30-1.40 0,2-0.6 0,14-0,16 5.1-6,0 H1gh---- . (J,24
3 7C, 37E--------'- 0-6 0.85-0,95 0,6-2.0 0,17-0,20 5. 1-6 , 0 Low---------- ,0,15 3 4-8
C u po 1a 6 -3 2 1,20-1.40 0,6-2,0 0,10-0,13 5.6-6,5 Low---.._-- --- 0.10
32-60 1.40-1.60 0,2-0.6 0,05-0,08 5.6-6,5 Low---------- 0,02
38--------------- 0-7 15-20" L'30-1.40 0.6-2.0 0.18-0.25 5.1-6.0 Low--~----.--- 0.43 5 1-4
Dayton 7 -16 15-30 1.25-1.40 0,6-2,0 0,18-0.22 5.1-6,0 Low----------; 0.49
16 -45 40-50 1. 25-1. 40 < 0.06 0,03-0,05 5.1-6,5 H1gh--------- 0.32
45-60 40-60 1.30-1.40 0,06-0.2 0.05-0.10 6,1-7.3 H1gh--------- 0.37
;
I
39E, 39F--------- 0-4 15 -2 5 o . 9-0 -1. 1 0 2,0-6.0 0.10-0.14 5.1-6.5 LOw----------'0.10 3 3-5
D1gger 4-17 15-25 0.95-1.10 2.0-6.0 0.10-0.12 5.1-6,0 Low----------:0.20
17-37 15-25 1.00-1.40 2,0-6.0 0.10-0,12 4.5-6,0 Low----------0.24
37 -------------
4 OH*: I
D1gger---------- 0-4 15-25 0.90-1.10 2.0-6.0 0,10-0.14 5.1-6.5 Low----------0.l0 3 3-5
4-17 15-25 0.95-1.10 2.0-6.0 0.10-0.12 5.1-6,0 Low---------- 0.20
17-37 15-25 1.00-1. 40 2,0-6,0 0.10-0.12 4.5-6,0 Low---------- 0.24
37 -------------
Rock outcrop.
41C, 41E, 41p---- 0-14 27 -4 0 1.30-1.50 0.1;-2.0 0.18-0.21 5 . 6 -6 . 5 Moderate----- 0.32 3 3-6
D1xonv111e 14-26 40-60 1.30-1.60 0.06-0,2 0.12-0.17 5.6-6.5 H1gh--------- 0.24
26 --DaleRecelVE~d:
,
..- 4"" _ ~ _""f "\~, '1.':.. - I ~"'ol~
See footnote at end o~~_...~at.:>'le . " , , ~..
1...,.) ~ 2008
~J.~\ ! MAR -6 f:;". ~
Original Submittal
( . . .
Lane County Area, Oregon 355
I
TABLE 13.--PHYSICAL AND CHEMICAL :PROPERTIES 01" 50ILS--Contlhued
-- ----------- -.- - --- ~ T -- -- -- ------ - --- -- --'-froSlOr;--r
5011 name and Depth Clay MOlst permeabll1 ty: Avallable So 11 Shnnk-swell factors Organlc
map symbol bulk water reactlon potentlal ---1- ma t te r
den~l:..jY_ ____ __ _~__~l?aCl t_~_ ___ K I T
- -- -----
In -- --Pct--- -- -~~_ !.n/h..!: 1n/ln ~H. Pct
98--------------- 0-9 10-18 1. 00-1. 30 0,6-2,0 0.16-0.20 4.5-5,5 Low---------- 0.28 3 4-6
NOtl 9-34 10-18 1.10-1.30 0.6-2.0 0.14-0.18 4.5-5,5 Low---------- 0.32
34 -44 5-10 1.10-1.40 2.0-6.0 0.08-0.10 4.5-5.5 Low---------- 0.20
44 -60 5-10 1.40-1.60 0.06-0.2 0,04-0.06 4,5-5.5 Low---------- 0.02
9 9H *.
ocnrepts.
Umbrep t s.
100-------------- 0-17 15-27 1. 20-1. 40 0.6-2.0 0,13-0,18 5,1-6,0 Low---------- 0,20 5 3-5
Ox ley 17 -23 27-35 1.25-1.40 0.2-0.6 0.14-0.17 5.6-6.0 Moderate----- 0.24
23-41 10-35 1.25-1.35 0.2-0.6 0.06-0,14 5. 6 -6 . 0 Low---------- 0.20
41-60 5-15 1.30-1.50 2,0-6.0 0,05-0.07 6,6-7.3 Low---------- 0.20
101 *:
Oxley----------- 0-17' 15-27 1.20-1.40 0.6-2.0 0.13-0.18 5.1-6,0 Low---------- 0,20 5 3-5
17 -2 3 27 -3 5 1.25-1.40 0.2-0.6 0.14-0.17 5.6-6.0 Moderate----- 0.24
23-41 10-35 1.25-1.35 0,2-0,6 0,06-0.14 5.6-6.0 Low---------- 0.20
41-60 5-15 1.30-1.50 ,.0-6.0 0.05-0.07 6,6-7.3 Low---------- 0.20
Urban land.
102C------------- 0-10 25-35 1.20-1.30 0.2-0,6 0.19-0.21 5.6-6.5 MOderate----- 0.24 3 3-5
Pantner 10 -42 60-70 1. 30-1. 50 < 0.06 0.13-0.16 3.6-6.5 Hlgh--------- 0.24
42 -------------
103C*'
Panther--------- 0-10 25-35 1.20-1.30 0,2-0.6 0.19-0,21 5.6-6.5 Moderate-----'O,24 3 3-5
10 -42 60-,70 "_ ),30-1.50 < 0.06 0,13-0.16 3.6-6.5 H 19h--------- 0.24
42 ------------- ----
Urban land.
104E, 104G------- 0-8 30-40 1. 10-1. 30 0,2-0.6 0.18-0.20 5.1-6.0 Moderate----- 0.28 3- 4-8
Pe av lne 8-38 45-60 1.10-1.30 0.2-0.6 0.13-0.16 4.5-5.5 Moderate----- 0.28
38 ,
-------------
105A------------- 0-6 20-27 1.30-1.40 0,2-0.6 0.19-0.21 5.6-6.0 Low---------- 0.28 5 4-6
Pe ngra 6-21 27-35 1.30-1.40 0,2-0.6 0.19-0.21 5,6-6.0 Moderate----- 0.28
21-60 60-70 1.40-1.60 < 0.06 0.10-0.12 6.1-7,3 H1gh--------- 0.24
106A*
Pengra---------- 0-6 20-27 1.30-1.40 0.2-0.6 0.19-0,21 5.6-6.0 Low---------- 0.28 5 4-6
6 -21 27-35 1.30-1.40 0.2-0,6 0.19-0.21 5.6-6.0 Moaerate----- 0.28
21-6 0 60-70 1.40-1.60 < 0,06 0.10-0,12 6,1-7,3 Hlgh--------- 0.24
Urban land.
107C------------- 0-6 40-55 1.30-1.40 0.6-2.0 0.18-0.21 5.6-6.5 H 19h --------- 0.32 1 2-4
Ph lloma th 6-14 40-60 1.30-1.40 0.06-0,2 0.14-0.16 5.6-7.3 Hlgh--------- 0.24
14 -------------
lORe, 108F------- 0-6 40-55 1.30-1.40 0.6-2.0 0.14-0.17 5.6-6.5 Hlgh--------- 0.28 1 2-4
Phllomath 6-14 40-60 1,30-1.40 0.06-0.2 0.14-0.16 5.6-7.3 H1gn--------- 0.24
14 -------------
109:*
Phllomath------- 0-6 40-55 1.30-1.40 0.6-2.0 0.14-0.17 5.6-6.5 H1Oh--------- 0.28 1 2-4
6-14 40-60 1.30-1.40 0.06-0.2 0.14-0.16 5.6-7.3 -H 19h--------- 0.24
14 -------------
Ur:,an land.
110*
Plts
-'
See footnote at end of table.
,
u
Q) 00
Known .~ c::>>
c::>>
Q) C'J
(.) tt1
(C ....
(I) :!:::
pervIous cr: I E
Area ::: 081 acres CN ::: 74 Storage ::: 351 cu ft o 28 :: 070 cu ft e::: .0
Q) <C ::J
...... ~ (f)
CO
Imnervlous 0 ctl
c:
% Imperv ::: 0 0)
c:
Area ::: 0 acres CN ::: 98 Storage ::: 020 cu ft o 2S::: 004 cu ft 0
Site
Area = 081 acres Total Rain ::: 4.3 In Time Incr ::: 10 mln Tc = 8 mln
w= o 3846
Answer
Maximum Design Flowrate :::
Tp :::
TotE11 Runoff Volume ::
033
480
5351
cfs
min
cu ft
ll~.~. '"..y..
I lime
! Increment
1
,2
3
4
5
6
7
8
9
10
1 'I
12
13
14
15
16
1"1
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
112
Time
mln
o
10
20
30
40
50
60
70
80
90
100
110
120
130
140
150
160
170
180
190
200
2'10
220
230
240
250
260
270
280
290
300
310
320
330
340
350
360
370
380
390
400
410
Rainfall
Dlstnbutlon
fraction
o
0,0040
o 0040
o 0040
o 0040
o 0040
o 0040
o 0040
o 0040
0.0040
o 0040
o 0050
o 0050
o 0050
o 0050
o 0050
o 0050
o 0060
o 0060
o 0060
o 0060
o 0060
o 0060
o 0070
o 0070
o 0070
o 0070
o 0070
o 0070
o 0082
o 0082
o 0082
o 0082
o 0082
o 0082
o 0095
o 0095
o 0095
o 0095
o 0095
o 0095
o 0134
. Rall1fall In
Increment
Inches
o
o 0172
o 0172
00172
00172
0.0172
00172
0,0172
o 0172
0.0172
00172
00215
o 0215
o 0215
0,0215
0,0215
0,0215
o 0258
o 0258
o 0258
o 0258
0,0258
0.0258
o 0301
o 0301
o 0301
o 0301
o 0301
o 0301
o 0353
o 0353
o 0353
o 0353
o 0353
o 0353
o 0409
o 0409
o 0409
o 0409
o 0409
o 0409
00576
~
Accumul.
Rainfall
Inches
o
0017
0034
0.052
0069
0.086
0103
0120
0138
0155
0172
0194
0215
0237
0258
0280
0301
0327
0353
0378
0404
0430
0456
0486
0516
0546
0576
0606
0636
0672
0.707
0742
0777
0813
0848
0889
0930
0971
1 011
1 052
1093
1 151
Pervious Area
Accumul Incremental
Runoff Runoff
Inches Inches
o 0
0,000 0000
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 obo
o 000 0 000
o 000 0 000
o 000 0 000
0,000 0000
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
0000 0.000
o 000 0 000
o 000 0 000
0.000 0000
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
0,000 0000
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
0002 0001
o 003 0 002
o 006 0 002
o 009 0 004
0014 0004
0019 0005
o 025 0 006
o 032 0 007
o 039 0 007
0051 0012
. ImperviOus Area
Accumul Incremental
Runoff Runoff
Inches Inches
o 0
o 000 0 000
o 000 0 000
o 001 0 001
0003 0.003
o 008 0 005
o 015 0 006
o 022 0 008
0.031 0009 I
0041 0010
o 051 0 010
0065 0014
0080 0015
0096 0016
o 112 0016
o 129 0017
o 146 0017
0167 0021
o 188 0 022
0210 0022
o 233 0 022
o 255 0 023
o 278 0 023
o 305 0 027
o 332 0 027
o 360 0,027
o 388 0 028
0416 0028
o 444 0 028
0477 0033
o 51 0 0 033
o 543 0 033
o 577 0 034
0610 0034
o 644 0 034
o 683 0 039
o 723 0 039
o 762 0 039
o 802 0 040
o 842 0 040
0881 0040
o 937 0 056
Total
Runoff
Inches
o
0000
0.000
0000
0,000
0000
0000
0000
0.000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000,
0000
0000
0000
0000
0000
0000
0000
0001
0002
0002
0004
0004
0005
0006
0007
0007
0012
Instant
Flowrate
cfs
o
000
000
000
0.00
000
000
000
000
0,00
000
000
0,00
000
0.00
000
000
000
000
0,00
000
000
000
000
0.00
000
000
000
0,00
0.00
000
0.00
0,01
001
001
002
002
003
003
003
004
006
DeSign
Flowrate
cfs
o
000
000
000
000
000
000
000
000
000
000
000
000
000
000
000
000
000
0,00
000
000
000
000
000
000
000
000
000
000
000
000
000
000
001
001
001
002
0.02
003
003
003
004
Runoff Volume TotalRunoffi
In Increment Volume
cu ft cu ft
o 0
o 0
o 0
o 0
o T1 0
o g)02S!
o "~ 0 5?,.
o 0 0 ....",
o t2.0 I'
o 0 a::::
o ~O~
o \" 0
o C 0
o 0
o 0
o 0
o 0
o 0
o 0
o 0
o 0
o 0
o 0
o 0
o 0
o 0
o 0
o 0
o 0
o 0
o 0
1 1
3 5
5 10
7 17
11 28
13 40
15 56
18 73
20 93
22 115
34 149
m
.....
:!:
E
.0
::s
en
m
c::
"6>
"i::
o
I Pervious Area .. Impervious Area
-
lime Rainfall Rainfall In Accumul Accumul Incremental Accumul Incremental Total Instant Design Runoff Volume Total Runoff !
i Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate In Increment Volume
mln fraction Inches Inches Inches Inches Inches Inches Inches cfs cfs cu ft. , ...' cu ft
.,-",-.-.....,""'""-"'..,..-.-........Fllillll.. ., L" .__ 'U... '" ",.,~.." '" . .". ,..", -,~,...". ... .... .....",.....,." .,. 1:W;'
43 420 00134 o 0576 1208 0064 0013 0994 0056 0013 006 006 38 j 1&10
44 430 00134 o 0576 1,266 0078 0014 1050 0056 0014 0.07 0,06 42 2j$
45 440 00180 o 0774 1 343 0099 0021 1126 0076 0021 010 008 62 2iod (ij
450 00774 I 1 421 0122 0023 1202 0076 0.023 o 11 010 68 35r - .....
46 00180 :!:::
47 460 o 0340 o 1462 1 567 0171 0049 1346 0144 0049 024 016 143 5~ E
..0
48 470 o 0540 o 2322 1 799 0261 0090 1 575 0229 0090 0.44 030 265 jg 7a:i; :;j
49 480 o 0270 o 1161 1 915 0311 0050 1690 0115 0050 0.25 0,33 148 iO 9"i'!r en
t~ (ij
50 490 00180 00774 1993 0346 0035 1. 767 0077 0035 017 024 104 1019 c
51 500 00134 o 0576 2050 0374 0027 1824 0057 0027 013 017 80 1098 - '5>
,'i::
52 510 00134 0.0576 2108 0.401 0,028 1 881 0057 0028 014 014 82 1180 0
53 520 00134 o 0576 2165 0430 0029 1938 0057 0029 014 014 84 1264
54 530 o 0088 o 0378 2203 0449 0019 1976 0038 0019 009 012 56 1320
55 540 o 0088 o 0378 2241 0469 0019 2014 0038 0019 0.10 010 57 1378
56 550 o 0088 o 0378 2279 0488 0,020 2051 0038 0020 010 010 58 1435
57 560 o 0088 o 0378 2317 0508 o O~O 2089 0038 0020 010 010 59 1494
58 570 o 0088 o 0378 2355 0528 0020 2.126 0038 0,020 010 010 59 1553
59 580 o 0088 0,0378 2,393 0549 0020 2164 0038 0,020 0,10 010 60 1614
60 590 o 0088 0.0378 2.430 0569 0021 2202 0038 0.021 0,10 010 61 1674
61 600 o 0088 o 0378 2468 0590 0021 2239 0038 ' 0,021 0,10 010 62 1736
62 610 o 0088 o 0378 2506 0612 0.021 2277 0038 0.021 010 010 62 1798
63 620 o 0088 o 0378 2544 0633 0021 2314 0038 0,021 o 11 010 63 1861
64 630 o 0088 o 0378 2582 0655 0022 2352 0038 0022 o 11 o 11 64 1925
65 640 o 0088 o 0378 2620 0,677 0022 2390 0038 0.022 0,11 0,11 64 1989
66 650 o 0072 0,0310 2651 0695 0018 2.420 0031 0018 009 010 53 2043
67 660 o 0072 0,0310 2,681 0713 0018 2451 0,031 0,018 0.09 0,09 54 2096
68 670 o 0072 o 0310 2712 0731 0018 2482 0031 0018 0.09 009 54 2150
69 680 o 0072 o 0310 2743 0750 0019 2513 0031 0019 009 009 54 2205
70 690 o 0072 0,0310 2774 0768 0019 2544 0031 0019 009 009 55 2259
71 700 o 0072 o 0310 2805 0.787 0019 2574 0031 0019 009 009 55 2315
72 710 o 0072 o 031 0 2836 0806 0019 2605 0031 0019 009 009 56 2370
73 720 o 0072 o 0310 2867 0825 0019 2636 0031 0019 009 009 56 2426
74 730 o 0072 00310 2898 0844 0019 2667 0031 0019 009 009 56 2483
75 740 o 0072 00310 2,929 0864 0,019 2698 0031 0019 009 009 57 2539
76 750 o 0072 00310 2,960 0.883 0019 '2729 0031 0019 010 009 57 2596
77 760 o 0072 o 0310 2991 0903 0020 2759 0031 0.020 010 010 57 2654
78 770 o 0057 0.0245 3016 0918 0016 2784 0024 0016 008 009 46 2700
79 780 o 0057 o 0245 3040 0934 0016 2808 0024 0016 008 008 46 2746
80 790 o 0057 o 0245 3065 0949 0016 2833 0024 0016 008 008 46 2792
81 800 o 0057 o 0245 3089 0965 0016 2857 0024 0016 008 008 46 2838
82 810 o 0057 o 0245 3114 0981 0016 ,2881 0024 0016 008 008 47 2885
83 820 o 0057 o 0245 3138 0997 0016 ,2906 0024 0016 008 008 47 2932
84 830 o 0057 o 0245 3163 1 013 0016 2930 0024 0016 008 0-08 47 2979
PerVIous Area ImperVIous Area
I T;me Rainfall Rainfall In Accumul. Accumul Incremental Accumul Incremental Total - Insfant Design Runoff Volume ToiiafR:unoff
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate In Increment Volume
min fraction Inches Inches Inches Inches Inches Inches inches cfs cfs cu ft I ' oCll ft
..... ..." ",,'" '.,',; '.-"'."'''' ..,~ "
85 840 00057 o 0245 3187 1029 0016 2955 0024 0016 008 008 47 d)3026....,
86 850 o 0057 o 0245 3212 1045 0016 2979 0024 0016 008 008 47 .2:3073g
87 860 o 0057 o 0245 3236 1061 0016 3004 0024 0016 008 008 48 w3121~"" . m
{)
88 870 o 0057 o 0245 3261 1.078 0016 3028 0024 0016 008 008 48 <1>3169":"' .....
.....
89 880 o 0057 o 0245 3285 1094 I 0016 3052 0024 0.016 008 008 48 LL.3217__ 'E
.0
90 890 o 0050 00215 3307 1 108 0014 3074 0021 0014 007 008 42 I Q) ~ ::J
J . 3259c(
91 900 o 0050 o 0215 3328 1 123 0014 3095 0021 0014 007 007 42 I ~330~ (f)
m
92 910 o 0050 0.0215 3350 1 137 0014 3117 0021 0014, 007 007 43 WI 3344 r:::
93 920 o 0050 00215 3371 1 152 0015 3138 0021 0015 0.07 007 43 3387 '5>
o 0050 0.0215 3.393 1 166 0015 3160 0021 0015 007 007 43 3430 i::
94 930 0
95 940 o 0050 o 0215 3414 1.181 0015 3181 0021 0,015 0.07 007 43 3473
96 950 o 0050 o 0215 3436 1,196 0015 3,202 0021 0015 007 007 43 3516
97 960 o 0050 00215 3457 1210 0015 3224 0021 0015 007 0,07 43 3559
98 970 o 0050 0.0215 3479 1225 0015 3245 0021 0015 007 007 43 3603
99 980 o 0050 0,0215 3500 1240 0015 3267 0021 0015 0.07 007 44 3646
100 990 o 0050 o 0215 3522 1255 0015 3288 0021 0015 007 007 44 3690
101 1000 o 0050 o 0215 3543 1270 0015 3310 0021 0015 007 007 44 3734
102 1010 o 0040 0.0172 3560 1282 0012 3327 0017 0012 006 007 35 3769
103 1020 o 0040 00172 3578 1294 0012 3344 0017 0012 006 006 35 3804
104 1030 o 0040 o 0172 3595 1306 0012 3361 0017 0.012 0,06 006 35 3839
105 1040 o 0040 o 0172 3612 1 318 0012 3378 0017 0012 0.06 006 35 3875
106 1050 o 0040 0.0172 3629 1330 0012 3395 0017 0012 006 006 35 3910
107 1060 o 0040 o 0172 3646 1342 0012 3.412 0.017 0012 0,06 006 36 3946
108 1070 o 0040 00172 3.664 1354 0.012 3430 0017 0012 0.06 006 36 3981
109 1080 o 0040 00172 3681 1.366 0012 3447 0017 0012 006 0,06 36 4017
110 1090 o 0040 o 0172 3698 1378 0012 3464 0017 0.012 006 0,06 36 4053
111 1100 o 0040 0,0172 3715 1 391 0012 3481 0017 0012 006 006 36 4089
112 1110 o 0040 o 0172 3732 1.403 0.012 3498 0017, 0012 006 006 36 4125
113 1120 o 0040 0,0172 3750 1.415 0012 3515 0017 0012 006 006 36 4161
114 1130 o 0040 00172 3767 1427 0012 3532 0017 0012 0,06 006 36 4197
115 1140 o 0040 00172 3.784 1440 0012 3550 0017 0012 006 006 36 4233
116 1150 o 0040 0.0172 3801 1452 0012 3567 0017 0012 006 006 36 4269
117 1160 o 0040 00172 3,818 1464 0012 3584 0017 0012 006 006 36 4306
118 1170 o 0040 00172 3836 1477 0012 3601 0017 0012 0,06 006 36 4342
119 1180 o 0040 00172 3853 1489 0012 3618 0017 0012 006 006 36 4379
120 1190 o 0040 o 0172 3870 1 502 0.012 3635 0017 0012 006 006 37 4415
121 1200 o 0040 00172 3887 1 514 0012 3653 0017 0012 006 006 37 4452
122 1210 o 0040 o 0172 3904 1 527 0012 3670 0017 0012 006 006 37 4488
123 1220 o 0040 00172 3922 1 539 0013 3687 0017 0013 006 006 37 4525
124 1230 o 0040 00172 3939 1552 0013 3704 0017 0013 006 006 37 4562
125 1240 o 0040 00172 3956 1 564 0013 3721 0017 0013 006 006 37 4599
126 1250 o 0040 00172 3973 1 577 0013 3738 0017 0013 006 006 37 4636
oece\\,ed',
Date i'
~~R - ~ lGGS
, \s,.!r,m\tla\~
Qr\g\na"'~ '
. , . .
Design Hydrograph
-0
Q) co
> C)
'(5 C)
C"od
0 c.c (ij
()) .....
.....
a:: I E
CD iCI::: ..0
"C1: :::J
.- :E CJ)
m
0 co
c
'0,
'C;
0
04l~~__I'" '''I "r "1 "'r' -l_~_" U[~r' H "_-'J' '''['' "Too "' " ,,-,,- '11' 'I r' If' ,wl~1 ..,,-
==-------f=- _~----J 1------ ---I I -I
035 --- 1_1_______ - ---- - I I --I I I (--! -1 1
=:---1 I I ~ ~=- 1=-==--1 -+ -+----==t--' I !=-:~=I--
--------1 =I~ -- -1---=:1 11-1 - -II II
0.3 -===---1 I 1 _
-t I ---I 1-- ___1---- ___I
~f - -- ,- --- --=--- 1-- - 1-=-- 1---- -I~
~~ 0.25 -=:-1 I -::.-I-I-===t---==:-=== 1__=1
1!~ -- I I-i- I I --- --- -- t i I I
~~ 1- --I I: : - - - - - -- -- II I I _ 1-- 1
Cl 02-, i I ------------- I -j--- I ------- 1
~~ =:-----= - -=I\:::=-----~=-=It- I=~- i ----- i-- I
'il 0.15 --------- i :- I rr--\:-F--- = --+--- -=------- r-- --------,
Cl =_=====___1 I---F-I _;-== f -,--_I=-~=--t ---1=- I 1_- - --- =--1
0.1 _______ -- _ -+ \___,1/:--=-__ I ~------I 1=1 ---- 1
-2._1 -/::::] \-.--~ I --- - _I I
I '-- 1____ ----1-1 - I __ __ -~T -- ,=1"""" = ~I-- -:
-- I I /1----1--- 7 i 1 ---- ---r---- ----r--.--L-....",,1~ 1--]
005 - --- --- ~ - - -- - I I --
. =-- ~--I-_=_1--I=-~~=I:==I~I-=-- --;--==---==----1 ====--:
-- - I -- -_L___ -t-----+- --- --- I
0-=:1 I I ,-/ 1--1 ~ I------T--- =- I I -1_ -1- i
o 200 400 600 800 1000 '1200
Time (min)
-,
1____
1400
1600
APPKNDIX C
"Vater QualIty Stonn Calculations
Indudmg
Time of Concentration
Santa Barbara Urban Hydrograph
Swale Flow Characteristics
Date Received:
MAR - 6 2008
Original Submittal
, .
DETERMINATION OF V ARLt\BLES FOR APPENDIX C
Time of Concentration
The TIme of ConcentratlOn path IS shown on the Pavmg, Gradmg and Dramage Plan that IS
included as part of AppendIx A The first portion of the path is sheet flow WhICh can be
calculated WIth EquatIOn 3-3 In the TR-55 Manual
Table 3-1 ofthe TR-55 Manual specifies an 'n,' value of 0011 for concrete surfaces.
The length can be scaled from the Pavmg, Grading and Drainage Plan as 64 feet.
Based on the Isopluvial maps for Oregon, the 2 year, 24 hour rainfall is 3 3 mches
, .
Based on grades given on the Pavmg, Grading and Drainage Plan, the slope can be calculated as
o 008 ftlft '
T = 0.007(0:011*64)0& =72 see
I (33t'(O,008r4
FIgure 3-1 of the TR-55 Manual mmcates that the remamder of the now across the concrete WIll
have a velocity of 1 59 ftIs,
The remammg length of flow across concrete can be scaled as 122 feet on t!l~ :-..-,,~;-::,- 'J:-~dlr g
- ..... "-' ........
and Dramage Plan
122
T = = 77 sec
I 159
Tc = 72 + 77 = 2 5 mm
However, standard practlce IS to use a Tlille of ConcentraTIon no less than 10 mmutes
Drama2:e Areas
The only area draming to the swale IS the concrete parkmg and drIving areas whIch are
ImpervIOUS -
Ramfall Deoth
Based on the Isopluvlal maps for Oregon. the 2 yeaL 24 hour ramfallls 3,3 mches However,
ODOT reqUIres that 1/3 oftlus value be used smce the site is west of the Cascade Range, but no
more than 1 mch, Smce 1/3 of 3 3 Inches IS 1 1 mches, 1 mch IS the ramfall depth for the water
quality stonn
Date Received:
MAR - 6 2008
Original SubmIttal
..
c .
Curve Number
Based on Table 2-2a of the TR-55 Manual a Curve Number of98 applies to the Impervious
areas
Manning's 'n'
A Manrung's 'n' value of 0.24 was chosen by comparing Table 3.1 ill the TR-55 Manual, Table
5-6 in Open Channel Hydraulrcs by Ven Te Chow and the 'n' value specified by ODOT for a
vegetated swale
Date Received:
MAR - 6 2008
Original Submittal
~<nown
,PerVIOUS.
Area '" 0 acres CN :: 74 Storage :: 351 cu ft 028 := 070 cu ft
Jmpervlous.
% Imperv ::: 100
Area :: 025 acres CN :: 98 Storage :: 020 cu ft 028 := 004 cu ft
Site
Area ::: 025 acres Total Rain :: 1 In Time Iner ::: 10 mln fc := 10 rrlln
w'" I) 3333
/-\nswI3r
Maximum Design Flowrate ::
1 -
p-
Total Runoff Volume ::
006
480
718
cfs
Inm
cu ft
0
..,
ceo
::J 0
Q)
3: W
en .....
c: J> CD
0- ::0 ;U
3 !
;:;. en CD
...... 0
~ '" <D
~ <
~
00 CD
0.
, ,
Pervious Area Impervious Area
I.... Time R'aInfaII . Ralnfailln Accumul Incremental Total Instant Design - Runoff Volume Total Runoff.
Accumul Accumul Incremental
Increment _ Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate In Increment Volume
-~--~ ,~
I mm fraction Inches inches Inches Inches Inches Inches Inches cfs cfs cu ft Cll.ft
I
. f' ., _n""...."",." ",,' ,,,",,-,,,,...""..,,
127 1260 o 0040 o 0040 0928 0014 0000 0721 0004 0004 001 001 4 655
128 1270 I o 0040 0.0040 0932 0014 0000 0.725 0004 0004 001 001 4 658
129 1280 o 0040 o 0040 0936 0015 0000 0729 0004 0004 001 001 4 662
130 1290 o 0040 0,0040 o 940 0015 0000 , 0733 0004 0004 001 0.01 4 665
131 1300 o 0040 o 0040 0944 0016 0000 0737 0004 0004 001 001 4 669
132 1310 I o 0040 o 0040 0948 0016 0001 0741 0004 0004 0.01 001 4 672
133 1320 o 0040 o 0040 0952 0017 0001 0744 0004 0004 001 001 4 676
134 1330 o 0040 o 0040 0956 0017 0001 0748 I) 004 o OO~ 001 001 4 679
135 1340 o 0040 o 0040 0960 0018 0001 0752 0004 0004 001 001 4 683
136 1350 o 0040 0.0040 0964 0018 0001 0756 0004 0.004 0.01 001 4 686
137 1360 o 0040 o 0040 0968 0019 0001 0760 0004 0004 0.01 001 4 690
138 1370 o 0040 o 0040 0972 0019 0001 0764 I) 004 0004 001 001 4 693
139 1380 o 0040 o 0040 0976 0020 0001 0768 0004 0004 0.01 001 4 697
140 1390 o 0040 o 0040 0980 0020 0001 0772 0004 0004 001 001 4 700
141 1400 o 0040 o 0040 0984 0021 0001 0775 0004 0004 001 001 4 704
142 1410 o 0040 o 0040 0988 0.021 0001 0779 0004 0,004 001 001 4 707
143 1420 o 0040 o 0040 0992 0.022 0001 0783 0004 0004 001 001 4 711
144 1430 o 0040 0.0040 0996 0023 0001 0787 I) 004 0004 001 001 4 714
145 1440 o 0040 o 0040 1 000 0,023 0001 0791 I) 004 0004 001 00'1 4 718
I
-
0
...
cO"
5" 0
!:!.
en 3: m
....
c: )> CD
CT :::0 ;;:0
3 8
;::;: en (1)
iii 0
~ CD
~ <"
CD
0..
"I Pervious Area Impervious Area
I "Time Rainfall Rainfall In Accumul Accumul Incremental Accumul Incremental Total Instant DeSign Runoff Volume T6talRllnoff~
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate In Increment Volume I
~- -~---- -----~- ~--- Inches
mm fraction Inches Inches Inches Inches Inches Inches cfs cfs cu ft Cll ft
.. "1'0741 ""'".., ,," '.".'..-' I
85 840 o 0057 I 00057 0000 0000 0542 0005 0005 001 001 5 492
86 850 0.0057 00057 0747 0001 0000 0548 I) 005 0005 001 001 5 497
87 860 o 0057 o 0057 0753 0001 0000 0553 0005 0005 001 001 5 502
88 870 00057 00057 0758 0001 0000 0559 0005 0005 001 001 5 507
89 880 o 0057 00057 0764 0001 0000 0564 0005 0005 0,01 001 5 512
90 890 o 0050 II o 0050 0769 0001 0000 0569 0005 0005 0.01 001 4 516
91 900 o 0050 o 0050 0774 0001 0000 0574 0005 0005 001 001 4 520
92 910 o 0050 0.0050 0779 0002 0000 0578 0005 0005 001 001 4 525
93 920 o 0050 o 0050 0784 0002 0000 0583 0005 0005 001 001 4 529
~)4 930 o 0050 o 0050 0,789 0002 0000 0.588 0.005 0005 001 001 4 533
95 940 o 0050 o 0050 0794 0002 0000 ,0.593 0005 0005 001 001 4 538
96 950 o 0050 0.0050 0.799 0003 0000 0597 0005 0005 001 001 4 542
97 960 o 0050 o 0050 0804 0.003 0000 0.602 0005 0005 001 001 4 546
98 970 o 0050 o 0050 0809 0.003 0000 0607 0005 0005 001 001 4 551
99 980 o 0050 o 0050 0814 0003 0000 0612 0005 0005 001 001 4 555
100 990 o 0050 o 0050 0.819 0004 0000 0617 0005 0005 0,01 001 4 559
10'1 1000 o 0050 o 0050 0824 0004 0000 0621 I) 005 0.005 001 001 4 564
102 1010 o 0040 o 0040 0828 0004 0000 0625 0004 0004 001 - 0 01 3 567
103 1020 o 0040 o 0040 0832 0005 0000 0629 0004 0004 001 001 3 571
104 1030 o 0040 o 0040 0836 0005 0000 0.633 0004 0004 001 001 3 574
105 1040 o 0040 0.0040 0840 0005 0000 0637 0004 0004 001 001 3 578
106 1050 o 0040 o 0040 0.844 0005 0000 0640 I) 004 0004 001 001 3 581
107 1060 o 0040 o 0040 0848 0006 0.000 0644 I) 004 0004 0.01 001 3 585
108 1070 00~4L_ 0852 0006 0.000 0648 0004 0004 001 001 3 588
109 1080 o 0040 0 0040 0856 0006 0.000 0652 I) 004 0004 001 001 3 592
110 1090 o 0040 o 0040 0860 0007 0000 0656 0004 0004 001 001 3 595
111 1100 o 0040 o 0040 0864 0007 0000 0660 I) 004 0004 001 001 3 599
112 1110 o 0040 o 0040 0868 0007 0000 0663 0004 0004 001 001 3 602
113 1120 o 0040 o 0040 0872 0008 0000 0667 I) 004 0004 00'1 001 3 606
114 1130 o 0040 o 0040 0876 0008 0000 0671 0004 0004 001 001 3 609
115 1140 o 0040 0,0040 0880 0.009 0000 0675 0004 0004 001 001 3 613
116 1150 o 0040 o 0040 0884 0009 0000 0679 0004 0004 0.01 001 3 616
117 1160 o 0040 o 0040 0888 0009 0000 0683 () 004 0004 001 001 3 620
118 1170 o 0040 o 0040 0892 0010 0000 0687 () 004 0004 001 0.01 3 623
'119 1180 o 0040 o 0040 0896 0010 0000 0690 0004 0004 001 001 3 627
120 1190 o 0040 o 0040 0900 0010 0000 0694 () 004 0004 001 001 3 630
121 -. (' 000.40 _ o 0040 0904 0011 0000 0698 0004 0004 001 001 3 634
122 1 \~&;~Ol: o 0040 0908 0011 0000 0702 0004 0004 001 001 3 637
123 1220 o 0040 0.0040 0912 0012 0000 0706 () 004 0004 001 001 3 641
124 1AWL-~ o 0040 0916 0012 0000 0710 0004 0004 001 001 3 644
125 1240 0 o 0040 0920 0013 0000 0714 0004 0004 001 001 4 648
12~mJ~O 00040 o 0040 0924 0013 0000 0717 () 004 0004 001 001 4 651
' ul.m linal
1 PerviGus Area Impervious Area
I
1"""time Rainfall Rainfall In . Accumul Accumul Incremental Accumul Incremental Total Instant Design Runoff Volume Total Runoff I
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate In Increment Volume
-- ---~- Inches -~-- ~-- --~ I
mln fraction Inches Inches II1ches Inches Inches Inches cfs cfs cu ft cu ft
43 420 00'134 00134 0281 0000 0000 0130 0010 0010 002 001 10 118
44 430 00134 00134 0294 0000 0000 0141 0011 0011 002 002 10 128
45 440 00180 o 0180 0312 0000 0000 0155 0015 0015 0.02 002 13 141
46 450 00180 o 0180 0330 0000 0000 0170 0015 0015 0.02 002 13 154
47 460 o 0340 o 0340 0364 0000 0000 0198 0029 0.029 004 003 26 180
48 470 o 0540 o 0540 0418 0,000 0000 0245 0047 0047 007 005 42 222
49 480 o 0270 0,0270 0445 0000 0000 0269 0024 0024 004 0,05 22 244
50 490 00180 00180 0.463 0000 0000 0285 0016 0016 002 '004 15 259
51 500 00134 o 0134 047'7 0000 0000 0297 0012 0012 002 003 11 270
52 510 00134 00134 0490 0000 0000 0309 I) 012 0012 0.02 002 11 280
53 520 00134 o 0134 I 0504 0000 0000 0321 I 0012 0012 002 0.02 11 291
54 530 0.OOR8 I o 0088 ~ 0512 0000 0000 0329 0008 0008 001 002 7 299
55 540 - 0 00881 o 0088' . 0.521 0000 0000 0337 0008 0008 0,01 001 7 306
56 550 o 0088 / o 0088 I 0530 0000 0000 0345 0008 0008 001 0.01 7 313
67 560 o 0088 j; o 0088 j 0539 0000 0000 0353 0008 0008 001 001 7 321
58 570 o 0088 I o 0088 I 0548 0000 0000 0361 0008 0008 001 001 7 328
59 580 o 0088 o 0088 I 0556 0000 0000 0.369 0008 0008 0,01 001 7 335
60 590 o 0088 o 0088 0565 0000 0000 0377 0008 0008 001 001 7 343
61 600 0.0088 o 0088 057.1 0000 0000 0386 0008 0008 001 001 7 350
62 610 o 0088 0.0088 0583 0000 0000 0394 0008 0008 001 001 7 357
63 620 o 0088 o 0088 0592 0000 0000 0402 0008 0008 001 I 001 7 365
64 630 o 0088 0.0088 0600 0000 0000 _ 0410 0008 0008 001 001 7 372
65 640 o 0088 o 0088 0609 0000 0000 0418 0008 0008 001 001 7 380
66 650 0.0072 o 0072 0616 0000 0000 0.425 0007 0007 001 001 6 386
67 660 o 0072 o 0072 0624 0000 0000 0432 0007 0007 001 001 6 392
68 670 o 0072 o 0072 0631 0000 0000 , 0.438 0007 0007 001 001 6 398
69 680 o 0072 o 0072 0638 0000 0000 0445 0007 0007 001 001 6 404
70 690 o 0072 o 0072 0645 0000 0000 0452 () 007 0007 001 0.01 6 410
71 700 o 0072 o 0072 0652 0000 0000 0459 () 007 0007 001 001 6 416
72 710 o 0072 o 0072 0660 0000 0000 0465 0007 0007' 001 001 6 422
73 720 o 0072 o 0072 0667 0000 0000 0472 0007 0007 001 001 6 428
74 730 o 0072 o 0072 0674 0000 0000 0479 I 0007 0007 001 001 6 435
75 740 o 0072 o 0072 0681 0.000 0000 0486 0007 0007 001 001 6 441
76 750 0.0072 0.0072 0688 0000 0000 0492 0007 0007 0.01 001 6 447
77 760 o 0072 o 0072 0696 0000 0000 0499 0007 0007 001 001 6 453
78 .J70 0.0057 I 00057 0701 0000 0000 0505 0005 0005 001 001 5 458
79 Uatte ~~1' o 0057 0707 0000 0000 0510 0005 0005 001 001 5 463
80 790 0 0057 ~ . 00057 0713 0000 0000 0515 () 005 0005 001 001 5 468
81 :~~6~lS 00057 0718 0000 0000 0521 0005 0005 001 001 5 473
82 o 0057 0724 0000 0000 0526 () 005 0005 001 001 5 477
83 820 00057 o OO~7 o 7.30 0000 0000 0532 0005 0005 001 001 5 482
84ong'n~Su.btnit'?li!05 7 00057 0736 0000 0000 0537 0005 0005 001 001 5 487
Time Rainfall Ramfalllll Accumul
Increment Time Distribution Increment Rainfall
--- -mm~ - fraction Inches- -Inches-~-
1 0 0 0 0
2 10 00040 00040 0004
3 20 0 0040 0 0040 0 008
4 30 00040 00040 0012
5 40 00040 00040 0016
6 50 0 0040 0 0040 0 020
7 60 0 0040 0 0040 0 024
8 70 0 0040 0 0040 0 028
9 80 0 0040 0 0040 0 032
10 90 00040 0,0040 0036
11 1 00 0 0040 0 0040 0 040
12 110 00050 0,0050 0045
'13 120 00050 00050 0050
'14 130 00050 00050 0055
15 140 OOObO 00050 0060
'16 150 00050 00050 0065
1'7 160 00050 00050 0070
18 170 00060 00060 0.076
'19 180 00060 00060 0082
20 190 00060 0.0060 0 088
21 200 00060 00060 0094
22 210 00060 00060 0100
23 220 0 0060 0 0060 0 106
24 230 ' 00070 00070 0113
25 240 0.0070 00070 0 120
26 250 00070 00070 0 127
27 260 00070 00070 0 134
28 270 00070 00070 0 141
29 280 00070 0.0070 0 148
:30 290 0 0082 0 0082 0 156
:31 300 00082 00082 0 164
32 310 0.0082 00082 01i"3
33 320 00082 00082 0 181
34 330 0 0082 0 0082 0 189
35 ,i:\, ::}40 0 008L 0 0082 0 197
36 YaJSJR/~~~,..,. 0.0095 0207
37 360 ~ool)9!f" 0 0095 0216
38 M;Nt; ~ 0 0095 0 0095 0 226
39 3(16) ~5 0 0095 0 235
~. 390 0 0095 0 0095 0 245
--~~"lcll ::>tiI\OOn{tb! 00095 00095 0254
42 410 -0-"01"34-- _00134 0268
I PervIous Area
Accumul Incremental
Runoff Runoff
Inches Inches
o 0
o 000 0 000
0.000 0000
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
0,000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
0000 0.000
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
ImperviOUS Area-
Accumul Incremental
Runoff Hunoff
Inches Inches
o 0
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
o 000 0 000
. 0 000 0 000
o 000 0 000
o 001 0 001
0002 0001
. 0003 0001
0004 0001
o 005 0 002
o 007 0 002
o 009 0 002
o 011 0 002
o 013 0 002
0016 0 002
o 019 0 003
0.022 0 003
o 026 0 003
o 029 0 004
o 033 0 004
o 037 0 004
o 042 0 005
o 047 0 005
o 052 13 005
o 057 0 005
o 062 0 005
0.068 0006
o 074 0 007
o 081 0 007
o 088 I) 007
o 095 I) 007
o 1 02 0 007
o 109 I) 007
0119 0010
Total
Runoff
Inches
o
0000
0000
0000
0000
0000
0000
0000
0000
0000
0.000
0000
0000
0001
0001
0001
0001
0002
0002
0.002
0002
0002
0.002
0003
0003
0003
0004
0004
0004
0005
0005
0005
0005
0005
0.006
0007
0007
0007
0.007
0007
0007
0010
Instant
Flowrate
cfs
o
0.00
000
0.00
000
000
000
000
0.00
0.00
0.00
000
000
000
000
0.00
000
000
000
000
000
000
000
0.00
000
001
001
001
0.01
001
001
001
001
001
0.01
0,01
001
001
001
001
001
002
DeSign
Flowrate
cfs
o
000
000
000
000
000
000
000
000
000
000
000
000
000
000
000
000.
000
000
000
000
000
000
000
000
000
001
001
001
001
001
001
001
0.01
001
001
001
001
001
001
001
001
Runoff Volume
In Increment
cu ft
o
o
o
o
o
o
o
o
o
o
o
o
o
o
1
1
1
1
2
2
2
2
2
3
3
3
3
3
4
4
4
5
5
5
5
6
6
6
6
6
7
9
Total Runoff I
Volume I
cu ft
o
o
o . I
o
o
o
o
o
o
o
o
o
o
1
1
2
3
5
6'
8
10
12
14
17
20
23
27
30
33
38
42
47
52
57
62
67
74
80
86
92
99
108
Design Hydrograph
006 -
IV
~...
1:tI
II.,
j~ 003
LR:
, I ' ['" , ", "" <"," '" TV'" r ,w , , I' I' ^ [" r" r "
-~~~-~= === -=-=-,-~ ~~~~-==,---,==~-======'~ ='= =-=-,=-~====~==~= _ I ==-==~ - T-- 1=-=
I
0.05 _~::T~== = - =~- = 1,-: _~ ~--- <~. .. .~ .:~ ==-~~I~~ - ~ - .F11: J:J ~==!I -
1 i I I I 1 I
-~==T-=--=-=l='-,-- ==--==~ -~T 1____<_ _______________~ -- = =-=- -- --T -T---
~~ 004 ------'------1--------' - J_ ___J___ --- I - I ------ --'-1- I I I 1
~~ -- ---------1-:------- ------<- ------~------------ t-----' ---- --'-- ,-------
--' __v, -- -1-------- -- -- -- '--------- ------------- I --- -------.---1-----
- ------- -- _u_ ---- --- ----"T---- -, -------,-- ___h_ --- I ------1- --1----
~I-~--~-----==r=-==:=-~=-=-=====--- - 1--_-'__1_______ ---===--- - - 1
-- ------- ---I' ,- - - ___u_ -- i '-- - -- -1---- - - -----,- ------- r----
--1---- ---, --i'-i-- ----- -, ~t 1 - - I '----- - --- - -'------Ihl----'-
=~---~~--=-=-'====~=----l=~ i ---'==-I--I=====-=---i---I- -==: 1 -, I --1-
-----'~----I---- ----v -t, ---, -------I---'---I--j-----,---, ----r-
-=_~~-01~=:, =-c=_= ~~~~,--_=l1--+---\ ----~I-- _=_=~=r=__==_~- 1-' 1 : -- - ==__-'=_I=- -I~__=-+____
r 1 1-\, I I
-------- ----'------7-'-- I-I u__ '------, --'---,_ '__ ___,____ _
0.01' I -~I-, - -i---- ,,- 1-' i I -' \). - \~---+_...---- - -----i I -- 1-1-'
-- -- --- ---i- 7...L- - I 1 I --~---- r.u<F==--~------ I 1
:~.~~~*?- -.:=:- .~..- ~ -.I~ ::::~. "---:-=__~:_I--m i...
o -~- j/ -,-- I -- I.~(_J_-L I 1,-1. 1 I I !_I -1-1
o 200 400 600 800 1000 1200 1400 1600
Time (min)
Date ~eceived:
l-
is,
.~ii
1:1)
(;) 0 02
~ --------- ----- ----~------ ------------~-
~- -......--~------------------- - ----
MAR - c 2008
Original SubmittaL ,
Trapezoidal Channel Analysis & Design
Open Channel - Uniform flow
Worksheet Name: water quality swale
Comment:
Solve For Depth
Given Input Data:
Bottom Width.....
Left Side Slope. .
Right Side Slope.
Manning's n......
Channel Slope....
Discharge...... ..
Computed Results:
Depth. . . . . . . . . . . .
Velocity.........
Flow Area........
Flow Top Width...
We~~ed Perimeter.
Critical Depth...
Critical Slope...
Froude Number....
- 3.00 ft
7.00:1 (H:V)
4.00:1 (H:V)
0.240
0.0050 ft/ft
0.05 cfs
0.13 ft
0.10 fps
0.50 sf
4.46 ft
4.49 ft
0.02 ft
3.1228 ft/ft
0.05 (flow is Subcritical)
Open Channel Flow Module, Version 3.42 (c) 1991
Haestad Methods; Inc- * 37 Brookside Rd * Waterbury! Ct 06708
!lj'\~q,e 'R,~;/ll/">I;:-'~\'F.."\....,,'I',
Vd-Ld' ~-~~<. t'~.....\I~S"
MAR - S ;20aj
Original SubmittaL..
APPENDIX D
10 Year Stann CalculatIOns
Inc1udmg
Computer Model Pnntout
Date Received:
MAR - 6 2008
Original Submitted
----.........
Outlet
AreaDraln
-P4
r:
D~te Received:
MAR ~ 6 2008
Orig:l1a; StJbmittal_
XP-UDD2000
,
I
I
-------~-~~---_... ._~ :....
Version 7 55
COPYright (c) YP Software
~~n= r-
Brandt-Drury
10-Year Storm
Licenced To Branch Englneenng [66-750-0285]
Pond
-I~
Outflow
I
T Juctlon
, '
Roof2
Roof1
r:
P1
.-.fi'....'........-........-
08/03/04
Page 1/1
i
{~
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5'
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Input Flle C \SWMM Flles\03-109\On- XP
Current Dlreetory: C \XPS\XP-UDD-1
Executable Name' C \XPS\XP-UDD-1\swmmengw exe
Read 0 11ne(s) and found 0 ltemS(S) from your efg flle
*===============================================*
I XP-SWMM2000
I Storm Water Management Model
I Vers1.on 7 51 I
1===============================================1
1 Developed by 1
1===============================================1
1 I
1 XP Software Ine and Pty. Ltd 1
1 1
I Based on the U S EPA I
I Storm Water Management Model Verslon 4 40 I
I I
I OrJglnally Developed by I
I Metcalf & Eddy, Ine 1
I Unlverslty of Florlda 1
I Camp Dresser & McKee Inc 1
I September 1970 1
1 1
I EPA-SWMM lS malntalned by 1
1 Oregon State Unlverslty I
1 Camp Dresser & McKee Ine 1
1===============================================1
1 XP Software October, 2000 I
1 Data FL1e Verslon ---> 9 0 I
*=~=============================================*
Brandt-Drury
Proposed Condltlons lU-Year Storm
############M#########################
# Ralnfall lnput summary from Runoff j~
############t#########################
Total ra1nfall for gage #
1 1S
4 3000 lnehes
##########t########################################
# Table Rl SUB CAT C H MEN T D A T A #
d Phys1.caJ Hydrology Data #
#########1########################################
~
CD
'AJ Subcatchment
CDumber Name
~------------- ===~====
~~~-~~~~~#~---- Roofl
< 2 Roof2# l Rooi2
CD
a.
Channel
or lnlet
Per-
cent Slope "n"
Imperv ft/ft Imprv
Wldth
ft
l\rea
ac
20 000
20 000
Deprs Deprs Prcnt
-Slon -Slon Zero
"n" Storge Strge Deten
Perv Imprv Perv -tlon
79000E-01100.00 0 020 0 014 0 030 0.000 0 000
50000E-Ol100.00 0 020 0 014 0 030 0 000 0.000
o 00
o 00
0
::J.
co
3'
~
en ~
c:
CT ::0
3 I
::+
...... en
.~ ">
~
~
co
3 Pond#l Pond
4 AreaDraln#l AreaDraln
40 000
75 000
25000
17000
100 00 0 020 0.014 0 030 0 000 0 000 0 00
o 40 0 020 0 014 0 030 0 000 0 000 0.00
###########################################################################it################
# Table R2 SUBCATCHMENT DATA #
# Infll tratlon Data #
# Inflltratlon Type Infl #1 Infl #2 Infl #3 Infl #4 #
# SCS -> Camp CN Tlme Conc Shape Factor Depth or Fractlon #
# SBUH i -> Camp CN Tlme Conc N/A N/A #
# Green Ampt -> Suctlon Hydr C.ond Inltlal MD N/A #
# Horton -> Max Rate MUl Rate Decay Rate (l/sec) N/A #
# Proportlonal -> Constant N/A N/A N/A #
# Inltlal/Cont Loss -> Inltlal Contlnulng N/A N/A #
# Inltlal/Proportlonal-> Inltlal Constant N/A N/A #
# Laurenson Daramters -> B Value PervlOus "n" Impervlous Cont Exponent #
###################################################1f########################################
Subcatchment Infl Infl Infl Infl
Number Name # 1 # 2 # 3 # 4
---------------
---------------
1 Roofl# l 98 0 0 167 0 000 0 200
2 Roof2#l 98 0 0 167 0.000 0 200
3 Pond#l 98 0 0 167 0.000 0 200
4 AreaDrdln#l 74 1 0 167 0 000 0 200
#~###############################I#########I###########11###
jf Table l<.3. SUBCATCHMENT DATA #
# Ralnfall and Inflltrallon Database Names #
#'########1#####1############11#########1#######1#####1####1
Subcatchment Gage Infltrn Routlng Ra1.nfall Database Inflltratlon Database
Number Name No Type Type Name Name
---------------- ----------- ----------------- ----------------
---------------- ----------- ----------------- ----------------
1 RooflJf J 1 SCS Method SBUH SCS Type 1A SCS TYPE C - Horton
2 Rooi:2#J J SCS Method SBUH SCS Type 1A SCS TYPE C - Horton
3 Pond#l 1 SCS Method SBUH SCS Type 1A SCS TYPE C - Horton
4 AreaDraln#l 1 SCS Method SBUH SCS Type 1A SCS TYPE C - Horton
###fr########################I#######I#####II###I##
# Table R9 Summary StatlstlCs for Subcatchments #
###1####1##1#####1#####1####1#1##1#####1#1#1#11###
uoto Total Runoff Depth lncludes pervlOUS & lmperV1.ous area
m PenTlOU'3 and Impervlous Runoff Depth lS only the runoff from those two areas
-
"utCDa tchment
Ari (acres) ..
Pe nt ImpErvlous
To Ralnfell (In) .
~1al(1)Inlenslty (In/hr)
<
(1)
a.
RooHl1
o 07900
100 00000
4 30000
1. 39320
Roof2#1
o
100
4
1
Pond#l
AreaDraln#l
o 17000
0.40000
4 30000
1 39320
05000
00000
30000
39320
o
100
4
1
25000
00000
30000
39320
PerVlous Area
Total Runoff Depth (In) 0 00000 0 00000 0 00000 1 80613
Total Losses (In) 0 00000 0 00000 0 00000 2 48662
Remalnlng Depth (In) 0.00000 0 00000 0 00000 0 00000
Peak Runoff Rate (cfs) 0 00000 0 00000 0 00000 0 07317
Total Tmpervlous Area
Total Runoff Depth (In) 4 04593 4 04593 4 04593 0 00725
Peak Runoff Rate (cfs) 0.08901 0 05633 0 28167 0 00029
Impervlous Area wlth depresslon storage
Total Runoff Depth (In) 0.00000 0 00000 0 00000 0.00000
Peak Runoff Rate (cfs) 0.00000 0 00000 0 00000 o 00000
Impervlous Area wlthout depreSSlon storage
Total Runoff Depth (In) o 00000 0 00000 0 00000 0 00000
Peak Runoff Rate (cfs) 0.00000 0.00000 0 00000 0 00000
Total Area
Total Runoff Depth (In) 4 04593 4 04593 4.04593 1 81338
Peak Runoff Rate (cfs) 0 08901 0 05633 o 28167 0 07346
Dlut Runoff (In/hr) . 1 12669 1 12669 1 12669 0 43212
~==> Runoff slmu1atlon ended normally
1##1###########################################.##.####
I Entry nade to th$ HYDRAULIC Layer(BJock) of SWMM .
I Last Updated Oct6ber,2000 by XP Software .
Brandt-Drury
10-Year Storm
Pond
~~=~==e====~====~========~============~============*
Table B1 - Condult Data
~==================================================*
o
...,
<9:
::J
Q)
en
c:
0-
3
;::;.:
-
~
Trapezold
Inp CondUl t Length Condult Area Mannlng Max Wldth Depth Slde
Num Name (ft) Class (ft^2) Coef. (ft) (ft) Slopes
~---- ------- ------- -------- ------- ------- --------- -------
1 PI 96.00 Clrcu1ar 0 20 0 01300 0 50 0 50
2 P2 66 00 Clrcular 0 20 0 01300 0 50 0 50
3 P3 105 00 Clrcular 0 35 0 01300 0 67 0 67
4 P4 15.00 Clrcular 0 54 0 01300 0 83 0 83
Total length of all condults 282 0000 feet
o
5!E===~=====;:~~:=~;:=:=;:~~~:~~=~:~:===============~
~=========~========================================*
;.0
Ilnp ~nctlon Ground Crown Invert Qlnst
~um C)me Elevatlon Elevatlon Elevatlon cfs
~-- g}------ --------- --------- --------- --------
g <"
CO CD
a..
Inltlal
Depth-ft
1 Pond 7 0000 4 6900 4 1900 0 0000 0 0000
2 Juctlon 7 0000 4 8600 4 ] 900 0 0000 0 0000
3 Roof1 8 0000 6 1900 5.6900 o 0000 0 0010
4 Roof2 8 2000 5.2200 4 7200 0.0000 0 0010
5 Outlet 8 1900 3 4600 1 6300 o 0000 o 0000
6 AreaDra].n 6 5000 3 5200 2 6900 0.0000 0.0010
~=================================e=================*
Table E4 - Condult Connectlvlty
r===============~====================================*
I
[nput CondUlt Upstream lJovmstream Upstream Downstream
Number Name Node Node Elevatlon Elevatlon
--------- --------- ---------- --------- ---------
-------- --~------ ~--------- --------- ---------
1 PI Roofl Roof2 5 690 4 720 No Deslgn
2 P2 Roof2 Pond 4 720 4 190 No Deslgn
3 P3 Juctlon AreaDraln 4 190 2 690 No Deslgn
4 P4 AreaDraln Outlet 2 690 2 630 No Deslgn
t=========~================================*
Storage Juncllon Data
;,. =========;::.;======================= ========== *
MAXIMUM OR
'3TORAGE JUNCTION JUNCTION CONSTANT SURFACE
NUMBER OR NAME TYPE AREA (FT2)
PEAK OR CROWN DEPTH
CONSTANT VOLUME ELEVA'rION STARTS
(CUBIC FEET) (FT) FROM
--------------- --------- -----------
1051 5573 7 0000 Node Invert
-------------- -------- ----------------
Pond Stage/Area 1219 6800
*==================================*
Varlable storage data for node IPond
*==================================*
Data Elevatlon Depth Area
POlnt ft ft ft^2
=====1'===
1 4 1900 0 0000 4 3560
2 5 5600 1 3700 4 3560
3 6 0600 1 8700 740 5200
4 7 0000 2 8100 1219 6800
Volume
ft^3
o 0000
5 9677
139 5796
1051 5573
o
~
cO"
:i"
Q)
en
c:
0"
3
;:;:
......
~
~======================================~===*
Orlflce Data
'===t:f====~===============================7
3: m From To Area
l> Ju(i'tlon June tlon Type (ft2)
::0 ________ ________
I Pond;o Juctlon
en (1)
_====0 EQUIV,I\LENT PIPE INFORMATION FOR ORIFICE
~ ~.CONDUJT NAME
c;:) <
CO (])
a.
Depth
(ft)
Dlscharge
CoefflClent
Helght Above
Junctlon (ft)
Clrc Slde
o 04
o 00
o 620
o 000
1
1
ORF #
Upstream node
Downstream node...
PIPE DIAMETER
PIPE LENGTH
MANNINGS ROUGHNESS.
INVERT ELEVATION AT UPSTREAM END
INVERT ELEVATION AT DOIVNSTREAM END
,Pond
Juctlon
o 23
323 48
o 0024
4 1900
4 1800
*====~===========================================*
FREE OUTFALL DATA (DATA GROUP 11)
BOUNDARY CONDITION ON DATA GROUP J1
*================================================*
Outfall at Junctlon
Outlet
has boundary condltlon number
1
.. ==========:::========================================= *
Boundary Cond~tlon Informatlon
Data Groups J1-J4
~================~==================================*
BC NUMBER
1 Control water surface elevatlon lS
I
3 13 feet
~=~=====================================================*
T l m e H ] S t 0 r y 0 f t h e H G L ( feet) I
\=======================================================*
Max Ground Elevatlon: 7 00
Tlme Max Crown Elevatlon 7 00
dunct'lon Pond
Hr Mn- Sc Elevatlon Depth ToU Area Node Area Volume InflO\~ Outflow
-------- --------- --------- --------- --------- --------- --------- ---------
0 10 0 4 1905 0 0005 45 898, 4 3560 0 0022 0 0000 0 0000
0 20 0 4 1909 0 0009 45 898, 4 3560 0 0038 0 0000 0 0000
0 30 0 4 1931 0 0031 45 8983 4 3560 0 0097 0 0005 0 0000
0 40 0 4 2237 0 0337 64 1354 4 3560 0 1451 0 0029 0 0006
0 50 0 4 2616 0.0716 88 9987 4 3560 0 3102 0 0074 0 0043
1 0 0 4 2878 0.0978 98 5124 4 3560 0 4254 0 0117 0.0098
1 10 0 4 3028 0 1128 101 4724 4 3560 0 4908 0 0152 0 0139
1 20 0 4 3135 0 1235 102 8603 4 3560 0 5375 0 0181 0 0171
0 1 30 0 4 3217 0.1317 103 4297 4 3560 0 5733 0 0205 0 0198
1 40 0 4 3281 0 1381 J03 6417 4 3560 0 6016 0 0226 0 0220
::!, 1 50 0 4 3416 0 1516 103 3927 4 3560 0 6597 0 0277 0 0261
(Q
5' 2 0 0 4 3529 0 1629 102 4262 4 3560 0.7093 0 0316 0 0307
~ 2 100 4 3595 0 1695 101 4744 4 3560 0 7380 0 0340 0.0335
en 3:2 2tliU 0 4 3641 0 1741 100 6699 4 3:'60 0 7581 0 0358 0 0354
c: )>2 3' 0 4 3677 0 1777 99 9212 4 3560 0 7'(40 0 0373 0 0370
0- :::tlJ 2 4 0 4.3706 0.1806 99 3213 4 3560 0 7866 0 0385 0.0382
3 I 2 5 ~tJo 4 3832 0 1932 95 6382 4 3560 0 8413 0 0438 0.0424
;:;: 3 I(J) 0 4 3908 0.2008 92 6234 4 3560 0 8746 0 0473 0 0469
.S' en 0
'" (l)
~ <"
~
CO ('I)
a.
3 10 0 4 3905 0 2005 92 6777 4 3560 0 8734 0 0491 0 0487
3 20 0 4.3949 0 2049 90 6527 4 3560 0 8922 0 0503 0 0500
3 30 0 4 3978 0 2078 89 2098 4 3560 0 9053 0 0512 0 0510
3 40 0 4.4008 0 2108 87 3207 4 3560 0 9181 0 0519 0 0517
3 50 0 4 4243 0 2313 82.1534 4 3560 1 0192 0 0573 0 0536
4 0 0 4 4444 0 2544 76 6452 4 3560 1 1080 0 0605 0 0597
4 10 0 4 4527 0 2627 73 1180 4 3560 1 1442 0 0621 0 0615
4 20 0 4 4590 0 2690 69 9449 4 3560 1.1718 0 0629 0 0625
4 30 0 4 4651 0 275] 66 5726 4 3560 1 1984 0 0635 0 0631
4 40 0 4 4737 0 2837 61 8695 4 3560 1 2354 0 0640 0 0634
4 50 0 4.5035 0 3135 54 5875 4 3560 1.3644 0 0704 0 0682
5 0 0 4 5283 0 3383 50 5189 4 3560 ] 4733 0 0740 0 0733
5 10 0 4 5382 0 3482 50 1935 4 3560 1 5166 0 0756 0 0752
5 20 0 4 5430 0 3530 49 9275 4 3560 1 5377 0 0764 0 0762
5 30 0 4 5458 0 1558 49.7418 4 3560 1.5500 0 0768 0 0767
5 40 0 4 5478 0 1578 49 5993 4 3560 1 5586 0 0772 o 0771
5 50 0 4 5808 0 3908 45 3832 4 3560 1 7012 0 0811 0.0821
6 0 0 4.6078 0 4178 39 1373 4 3560 1 8193 0 0880 0.0873
6 10 0 4 6180 0 4280 36 0716 4 3560 1. 8643 0 0896 0.0893
6 20 0 4 6226 0 4326 34 6156 4 3560 1 8842 0 0903 o 0901
6 30 0 4 6250 0 4350 33 8251 4 3560 1 8946 0 0907 o 0906
6 40 0 4 6265 0 4365 33 3059 4 3560 1 9014 0 0909 o 0909
6 50 0 4 7444 0 5544. 25 7672 4 3560 2 4121 0 1116 o ] 083
7 0 0 4 8110 0 6210 20 0182 4 3560 2 7045 0 1211 o 1208
7 10 0 4 8345 0 6445 18 7588 4 3560 2 8068 0 1250 o 1246
7 20 0 4 9362 0 7462 J1 2699 4 3560 3 2505 0 1404 0.1385
7 30 0 5 0619 0 8719 6 4383 4 3560 3.7960 0 1585 0.1578
7 40 0 5 5921 1 4021 49 3064 49 0404 6 6558 0 2550 o 2226
7 50 0 5 8217 1 6317 388 7197 388 2456 43 6638 0 4020 o 2499
8 0 0 5 9532 1 7632 583 2959 582 8331 89 4688 0 3321 o 2631
8 10 0 5 9707 l 7807 609 7311 609 1799 97 0338 0 2417 o 2651
8 20 0 5 9202 1 7302 535 1844 534 8167 76 5166 0 1799 o 2607
8 30 0 5 8111 1 6211 374 6547 374 2179. 41 0489 0 1559 o 2506
"8 40. 0 5 4636 1 2736 4 6210 4 3560 5 5477 0 2016 0.2]94
8 50 -a 4 8718 0 6818 10 5288 4 3560 2 9761 0 1294 o 1346
9 0 0 4 6488 0 4S88 17 2688 4 3560 1 9993 0 0944 o 0956
9 10 0 4 6185 0 4285 20 0564 4.3560 1 8671 0 0892 o 0899
9 20 0 4 606] 0 4163 21 8827 4 3560 I 1 8135 0 0873 o 0876
9 30 0 4 6017 0 4117 22 4909 4 ]560 1 7934 0 0866 o 0867
9 40 0 4.6001 0 4101 22 7013 4 3560 1. 7862 0 0863 o 0864 ' .
9 50 0 4 5995 0 4095 22 7705 4 3560 1 7838 6 0862 o 0862
10 0 0 4 5994 .0 4094 22 7886 4 3560 1 7832 0 0862 o 0862
10 10 0 4 5994 0 4094 22 7885 4 3560 1 7832 0 0862 o 0862
10 20 0 4 5994 o 4094 22 7818 4 3560 1 7835 0 0862 o 0862
10 30 0 4 5995 0.4095 22 7731 4 3560 1 7838 0 0862 o 0862
10 40 0 4 5996 0,4096 22 7638 4 3560 1.7841 0 0863 o 0863
0 10 50 0 Ij 5592 o 3692 26 3502 4 3560 1 6095 0 0778 o 0802
::!. 11 0 0 4 5290 0.3390 27 4295 4 3560 1 4773 o 0732 o 0742
ca. 11 10 0 4 5181 o 3281 27 5202 4 3560 1 4294 0.0716 0.0719
::J 11 ~ 0 4 5141 o 324] 27 5511 4 3560 1 4120 o 0710 o 0711
9! :s;:11 0 4 5] 27 0.3227 27 6395 4 3560 1 4057 o 0707 o 0708
en >1] W 0 4 5122 0.3222 27.7319 4 3560 1 4035 o 0707 o 0707
c: 0 4 5120 o 3220 27 7616 4 3560 1 4028 o 0706 o 0707
0- ::011
3 12 ;tI 0 4 5120 o 3220 27 7683 4 3560 1 4027 o 0706 o 0706
;::;: I (I)
,or en 0
~ (1).
~ <
co CD
a.
12 10 0 4 5120 o 3220 '27.7667 4 3560 1 4027 0 0706 0.0706
12 20 0 4 5120 o 3220 27 7621 4 3560 1 4028 0 0707 o 0706
12 30 0 4 5121 o 3221 27 7566 4 3560 1 4030 0 0707 o 0707
12 40 0 4 5121 0.3221 27.7508 4 3560 1 4031 0 0707 0.0707
12 50 0 4 4784 o 2884 32 5029 4 3560 1 2574 0 0627 0.0655
13 0 0 4 4422 o 2522 40 7942 4 3560 1. 0990 o 0584 o 0603
13 10 0 4 4323 o 2423 80 3749 4 3560 1.0555 0.0569 o 0572
13 20 0 4 4298 o 2398 80 9547 4 3560 1 0446 o 0563 o 0564
13 30 0 4 4289 o 2389 81 1471 4 3560 1.0406 o 0561 o 0561
13 40 0 4 4286 o 2386 81 2140 4 3560 1.0392 o 0560 o 0560
13 50 0 4 4285 o 2385 81 2368 4 3560 1 0387 0.0560 o 0560
14 0 0 4 4284 o 2384 81 2437 4 3560 1 0386 o 0560 o 0560
14 10 0 4 4284 o 2384 81 2449 4 3560 1 0385 o 0560 o 0560
14 20 0 4 4284 o 2384 81 2440 4 3560 1 0386 o 0560 o 0560
14 30 0 4 4284 o 2384 81 2423 4 3560 1 0386 o 0560 o 0560
14 40 0 4 4284 0.2384 81 2404 4 3560 ] 0386 o 0560 0.0560
14 50 0 4 4177 o 2277 82 7913 4 3560 o 9922 o 0523 o 0535
15 0 0 4 3989 o 2089 88 4124 4 3560 o 9105 o 0503 o 0520
] 5 10 0 4 3929 o 2029 91.5366 4 3560 o 8839 o 0495 o 0496
15 20 0 4 3920 o 2020 91 9601 4 3560 o 8800 o 0493 o 0493
15 30 0 4 3916 o 2016 92 1359 4 3560 o 8784 o 0492 o 0492
15 40 0 4.3915 o 2015 92 1980 4 3560 o 8778 o 0491 o 0491
15 50 0 4 3915 0.2015 92 2190 4 3560 o 8776 0.0491 o 0491
16 0 0 4 3915 o 20]5 92 2248 4 3560 o 8776 o 0491 o 0491
16 10 0 4 3915 o 2015 92 2252 4 3560 o 8776 o 0491 0.0491
16 20 0 4 3915 o 2015 92 2236 4 3560 o 8776 o 0491 o 0491
16 30 0 4 3915 o 2015 92 2212 4 3560 o 8776 o 0491 o 0491
16 40 0 4 3915 o 2015 92 2186 4 3560 0.8776 o 0491 o 0491
16 50 0 4 3780 o 1880 97.1399 4 3560 o 8194 o 0439 o 0455
17 0 0 4 3776 o 1876 97 3744 4 3560 o 8175 o 0410 o 0415
17 10 0 4 3743 o 1843 98 3302 4 3560 o 8029 o 0399 o 0400
17 20 0 4 3734 o 1834 98 5754 4 3560 o 7989 o 0395 o 0396
17 30 0 4 3730 o 1830 98 6703 4 3560 o 7973 o 0394 0.0394
17 40 0 4 3729 o 1829 98 7051 4 3560 o 7967 o 0393 o 0393
17 ~O 0 4 3729 o 1829 98 7175 4 3560 o 7965 0.0393 o 0393
18 0 0 4 3728 o 1828 98 72 I 6 4 3560 o 7965 o 0393 0.OJ93
]8 10 0 4 3728 o 1828 98 7227 4 3560 o 7965 o 0393 o 0393
18 20 0 4 3728 o 1828 98 7228 4 3560 o 7965 0.0393 o 0393
18 30 0 4 3728 o 1828 98 7224 4 3560 o 7965 o 0393 0.0393
18 40 0 4 3728 o 1828 98 7218 4 3560 o 7965 o 0393 o 0393
18 50 0 4 3728 o ] 828 98 7213 4 3560 o 7965 o 0393 o 0393
0 19 0 0 4 3728 o 1828 98 7207 4 3560 o 7965 o 0393 0.0393
.., 19 10 0 4 3729 o 1829 98 7201 4 3560 o 7965 o 0393 o 0393
cQ: 19 20 0 4 3729 o 1829 98 7195 4 3560 0.7965 o 0393 o 0393
::J 19 3ID 0 4 3729 o 1829 98 7189 4 3560 o 7965 o 0393 o 0393
~ ::i: 1 9 4m 0 4.3729 o ] 829 98 7184 4 3560 o 7965 o 0393 o 0393
en )>19 5f ~ 4 3729 o 1829 98 7178 4 3560 0.7965 o 0393 o 0393
c:
C" :;:020 4.3729 o 1829 98 7173 4 3560 o 7965 o 0393 o 0393
3 I 20 l:ZO 0 4 3729 o 1829 98 7167 4 3560 o 7966 o 0393 o 0393
;::;: 20 ~ 0 4 3729 o 1829 98 7162 4 3560 o 7966 o 0393 o 0393
Dr en 2 0 :n 0 4 3729 o 1829 98 7]56 4.3560 I 0 7966 o 0393 o 0393
i'.) 2 0 ~ 0 4.3729 o 1829 98 7151 4 3560 o 7966 o 0393 o 0393
820 5i:' 0 4 3729 o 1829 98 7146 4 3560 o 7966 o 0393 o 0393
0021 <'D 0 4 3729 0.1829 98 7141 4 3560 o 7966 o 0393 0.0393
c..
21 10 0 4.3729 0 1829 98.7136 4 3560 o 7966 o 0393 0 0393
21 20 0 4 3729 0 1829 98 7131 4 3560 0.7966 0.0393 0 0393
21 30 0 4 3729 0 1829 98 7126 4 3560 o 70166 o 0393 0 0393
21 40 0 4 3729 0 1829 98 7121 4 3560 o 7966 o 0393 0 0393
21 50 0 4.3729 0 1829 98 7116 4 3560 0.7966 o 0393 0 0393
22 0 0 4 3729 0 1829 98.7111 4 3560 o 7966 o 0393 0 0393
22 10 0 4 3729 0 1829 98 7106 4.3560 0.7967 o 0393 0 0393
22 20 0 4 3729 0 1829 98 7102 4 3560 0.7967 o 0393 0 0393
22 30 0 4.3729 0 1829 98 7097 4.3560 0.7967 0.0393 0 0393
22 40 0 4 3729 0 1829 98 7093 4 3560 o 7967 o 0393 0 0393
22 50 0 4 3729 0 1829 98 7088 4 3560 0,7967 o 0393 o 0393
23 0 0 4 3729 o 1829 98 7084 4.3560 o 7967 o 0393 0.0393
23 10 0 4 3729 0.1829 98 7079 4 3560 o 7967 o 0393 o 0393
23 20 0 4.3729 o 1829 98 7075 4 3560 0.7967 o 0393 o 0393
23 30 0 4 3729 o 1829 98 7071 4.3560 o 7967 0.0393 o 0393
23 40 0 4 3729 o 1829 98 7066 4 3560 o 7967 o 0393 o 0393
23 50 0 4 3729 o 1829 98 7062 4 3560 o 7967 o 0393 o 0393
24 0 0 4 3729 o 1829 98 7058 4 3560 o 7967 o 0393 o 0393
Mean 4 51 o 32
Maxlmum 5.97 1 78
Mlnlmum 4 19 o 00
+=======================================~==============*
I TabLe E9 -, JUNCTION SUMMARY STATISTICS
I The Maxlmum area lS only the area of the node, It I
I does not lTIclude the area of the surroundlng condultsl
*======================================================*
Uppermost Maxlmum Tlme Feet of Maxlmum
Ground P1.peCrown Junct1.on of Surcharge Freeboard Junc.tlon
Junctlon ELevatlon Elevatlon Elevatlon Occurence at Max of node Area
N3.me feet feet feet Ilr. Mln Elevatlon feet ft^2
-------- ---------- -------- -------- --------- --------- -------- --------
Pond 7 0000 7 0000 5 9741 8 6 0 0000 1 0259 614 0060
JUc.tlon 7 0000 4 8600 4 3831 8 7 0 0000 2 6]69 12 5660
Roofl 8 0000 6 1900 6.0016 8 4 0 0000 1 9984 12 5660
Roof2 8 2000 5 2200 5 9911 8 5 0 7711 2 2089 ] 2 5660
Outlet 8 1900 3 4600 3 1300 0 0 0 0000 '} 0600 12 5660
AreaDraln 6 5000 3 5200 3 1351 7 52 0 0000 3 3649 12 5660
*-=====================================================*
o
..,
cO"
5"
m
en
c:
0-
3
;:;.
......
~
Table ElO - CONDUIT SUMMARY STATISTICS I
I Note The peak flow may be less than the deslgn flow I
I and the condull may stlll surcharge because of the I
I do~tream boundary condl tlons I
"""==W====== ========================================== *
~ .-
~ CD Conciul. t MaXlHlUm Tlme
Nan;:[J Deslgn Deslgn Vertlcal Computed of
8Cond~ Flow Veloclty Depth Flow Occurence
C7)Nameo (cfs) (ft/s) (lO) (cfs) Hr Mln
","--~ ------- -------- -------- ------- -----------
g <.
00 CD
a.
MaXlmum Tlme RatlO of Maxlmum Depth >
Computed of Max to at Plpe Ends
Veloclty Occurence Deslgn Upstream Dwnstrm
(ft/s) Hr. Mln Flow (ft) ( ft)
------- ---------- ------- -------- --------
PJ o 5640 2 8725 6 0000 o 0950 7 40 1 1688 6 57 0 1684 6 0016 5 9911
P2' o 5028 2 5608 6 0000 0.1389 8 39 0.7026 8 39 0 2762 5.9911 5.9741
P:, 1 464 4.1515 8 0400 o 2653 8 7 1 6786 8 8 0 1813 4 3831 3 1351
P4 1.371 2 5339 9 9600 o 3271 7 52 1.0361 7 52 0 2386 3 1351 3 1300
ORF # 1 0.0945 o 4976 2.7081 o 2653 8 7 6 6292 8 7 2 8061 5.9741 4 3831
FF'EE # 1 Undefnd Undefnd Undefnd o 3272 7 52
===> Hydraullc model slmulatlon ended normally
===> SWMM Slmulatlon ended normally
===> Your lnput fJle was named C \SWMM Flles\03-109\On- DAT
===> Your output flle was named. C \SWMM Flles\03-109\On-.out
*=~==~=======================================~=================*
SWMM Slmulatlon Date and Tlme Summary I
*==============================================================*
I Startlng Date August 3, 2004 Tlme 8 39 52 93
I Endlng Date August 3, 2004 Tlme.. 8 39 58 51
I Elapsed Tlme 0 09300 mlnutes or 5 58000 seconds
*==============================================================*
o
...
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Ol
en
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......
@..
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en
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;0
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o
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APPENDIX E
25 Year Stann Calculations
Incll1dmg
Computer Model Pnntout
Date Received:
MAR - 6 2008
Original Submittal
.,
. ~
XP-SWMM2000 1
Storm Water Management Model 1
1 Verslon 7 51 1
1===============================================1
1 Developed by 1
1===============================================1
I 1
I XP Software Inc and pty Ltd I
I I
I Based on the U.S EPA 1
I Storm Water Management Model Verslon 4 40 1
I 1
I Orlglnally Developed by I
I Metcalf & Eddy, Inc I
I Unlverslty of Florlda I
1 Camp Dresser & McKee Inc. 1
1 September 1970 1
1 1
1 EPA-SWMM lS malntalned by I
I Oregon State Unlverslty I
1 Camp Dresser & McKee Inc I
1===============================================1
I XP Software October, 2000 I
I Data Flle Verslon ---> 9 0 I
*===========================~===================*
"0
<D 00
> ~
~
Q) C'J (ij
0 c.c .....
<D .....
I 'E
ex: 0:::: ..0
Q) <C( ::J
..... ::E CIJ
m (ij
0 c:
'8>
'C
0
Input Flle C.\SWMM Flles\03-l09\On-.XP
Current Dlrectory' C \XPS\XP-UDD-l
Executable Name C \XPS\XP-UDD-l\swmmengw exe
Read 0 Ilne(s) and found 0 ltems(s) from your cfg flle.
*==========~====================================*
Brandt-Drury
Proposed Condltlons 25-Year Storm
11111###############1#################
# Ralnfall lnput sumnary from Runoff #
####################111###############
Total ralnfall for gage #
1 lS
4 8000 lnches
#############################
# Data Group Fl #
# Evaporatlon Rate (ln/day) #
#############################
##############################11#11########111####1
I Table RI. SUB CAT C H MEN T D A T A I
I Physlcal Hydrology Data I
1#1#11#############################################
Per-
Deprs Deprs Prcnt
-Slon -Slon Zero
Subcatchment Channel Wldth Area cenL Slope "n" "n" Storge Strge Deten
Number Name or lnlet ft ac Imperv ft/ft Imprv Perv Imprv Perv -tlon
--------------- -------- ------ ----- ----- ----- -----
--------------- --------
1 Roofl#l Roof1 20 000 .79000E-01100 00 0 020 0 014 0 030 0.000 0 000 0 00
2 Roof2#1 Roof2 20 000 .50000E-OllOO.00 0 020 0 014 0 030 0 000 0 000 0 00
3 pond#l Pond 40 000 25000 100 00 0 020 0 014 0 030 0 000 0.000 0 00
4 AreaDraln#l AreaDraln 75 000 .17000 0.40 0 020 0 014 0 030 0 000 0 000 0 00
"0
(1) ~
.:::: ~
(1) C".I ro
0 CD ~
(1) ~
c:: I 'e
a:::: .0
(1) ~ ::J
+oJ f/)
m
Q Cii
.=
0>
.~
0
#######################################################################################Jt####
# Table R2 SUBCATCHMENT DATA #
# Inflltratlon Data #
# Inflltratlon Type Infl #1 Infl #2 Infl #3 Infl #4 #
# SCS -> Comp CN Tlme Conc Shape Factor Depth or Fractlon #
# SBUH -> Comp CN Tlme Conc N/A N/A #
# Green Ampt -> Suctlon Hydr Cond Inltlal MD N/A #
# Horton -> Max Rate Mln Rate Decay Rate (lhec) N/A #
# Proportlonal -> Constant N/A N/A N/A #
# Inltlal/Cont Loss -> Inltlal Contlnulng N/A N/A #
# Inltlal/Proportlonal-> Inltla1 Constant N/A N/A #
# Laurenson paramters -> B Value PervJous "n" Impervlous Cont Exponent #
############################################################################################
Subcatchment Infl Infl Infl Infl
Number Name # 1 # 2 # 3 # 4
---------------
---------------
1 Roofl#l 98.0 0 167 0 000 0.200
2 Roof2#l 98 0 0 167 0 000 0 200
3 Pond#l 98 0 0 167 0 000 0.200
4 AreaDraln#l 74 1 0 167 0,000 0 200
###########################41################################
# Table R3 SUBCATCHMENT DATA #
# Ralnfa11 and Inflltratlon Database Names #
############################################################
8ubcatchment Gage Infltrn Routlng Ralnfall Ddtabase Inflltratlon Dalaba'se
Number Name No Type Type Name Name
--------------- ----------- ----------------- ----------------
--------------- ----------- ----------------- ----------------
1 Roofl#l 1 SCS Method SBUH SCS Type 1A SCS TYPE C - Horton
2 Roof2#1 1. SCS Method SBUH 8CS Type 1A SCS TYPE C - Horton
3 Pond#l 1 SCS Method SBUH SCS Type lA SCS TYPE C - Horton
4 AreaDraln#l 1 SCS Method SBUH SCS Type lA SCS TYPE C - Horton
##################################################
# Table R9 Summary StatlstlCs for Subcatchments #
#################################################Jt
Note Total Runoff Depth lncludes pervlOUS & lmpervlous area
PerVlOUS and Jmpervlous Runoff Depth lS only the runoff from those two areas
Subcatchment.
Area (acres).
Percent Imperv~ous
Total Ralnfall (In)
Max Intenslty (In/hr)
Pervlous Area
Total Runoff Depth (In)
Total Losses (In)
Remalnlng Depth (In)
Peak. Runoff Rate (cfs)
Total Impervlous Area
Total Runoff Depth (In) 4 54282
Peak Runoff Rate (cfs) 0 09960
Impervlous Area wlth depreSSlon storage
Total Runoff Depth (In) 0 00000
Peak Runoff Rate (cfs) 0 00000
ImpervLOus Area wlthout depresslon storage
Tolal Runoff Depth (In) 0 00000
Peak Runoff Rate (cfs) 0 00000
Total Area
Total Runoff Depth (In)
Peak Runoff Rate (cfs).
Unlt Runoff (In/hr)
Roof1#l
o
100
4
1
07900
00000
80000
55520
0.00000
o 00000
o 00000
o 00000
4.54282
o 09960
1 26071
===> Runoff slmulatlon ended normdlly
Roof2#J
o 05000
100.00000
4.80000
1 55520
"0
(I) ~
>
'0) ~
0 CO 19
(I) I ;t:
cr E
(I) Q:: .0
~ ::J
.- en
ro
0 (ij
c:
"6>
"C
0
Pond#1
AreaDra~n#1
o 17000
o 40000
4.80000
1 55520
0.25000
100.00000
4 80000
1 55520
o 00000 0 00000 2.18900
0.00000 0 00000 2 60220
0.00000 '0 00000 o 00000
o 00000 0 00000 o 09238
4 54282 4.54282 0.00879
0 06304 o 31518 o 00037
0 00000 0 00000 0 00000.
0 00000 0 00000 0 00000
0.00000 0 00000 0.00000
o 00000 0 00000 o 00000
4 54282 4 54282 2 19780
0.06304 0 31518 0 09275
1 26071 1 26071 0 54558
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
Brandt-Drury
25-Year Storm
Pond
*=============================================~====*
Table El - Condult Data
~==================================================*
Trapezold
Inp Condult Length Condult Area Mannlng Max Wldth Depth Slde
Num Name (ft) Class (ft^2) Coef (ft) (ft) Slopes
------- ------- -------- -----~- ------- --------- -------
1 P1 96 00 Clrcular 0 20 0 01300 0 50 0 50
2 P2 66 00 Clrcular 0 20 0 01300 0 50 0 50
3 P3 105 00 Clrcular 0.35 0 01300 0 67 0 67
4 P4 15 00 Clrcular 0 54 0 01300 0 83 0 83
Total length of all condults 282 0000 feet
*============================================~======*
Table E3a - Junctlon Data
*===================================================*
'"0
Q) co
> ~
~
Inp Junctlon Ground Crown Invert Qlnst Inltlal '(1) c--.I m
Num Name Elevatlon Elevatlon Elevatlon cfs Depth-ft 0 c.c --
Q) --
-------- --------- --------- --------- -------- -------- I 'E
1 Pond 7 0000 4 6900 4 1900 0 0000 0 0000 ~ a:::: .0
2 Juctlon 7 0000 4 8600 4 1900 0 0000 0 0000 Q) <C ::J
3 Roofl 8 0000 6 1900 5 6900 0 0000 0 0010 ..... ::E C/)
4 Roof2 8 2000 5 2200 4 7200 0 0000 0 0010 CO ai
5 Outlet 8 1900 3 4600 1 6300 0 0000 0 0000 0 c:
6 AreaDraln 6 5000 3 5200 2 6900 0 0000 0 0010 05>
oc
0
*~=~================================================*
I . Table E4 - Condult Connectlvlty
*===================================================*
Input Condult Upstream Downstream Upstream Downstream
Number Name Node Node E1evatlon E1evatlon
-------- --------- ---------- --------- ---------
-------- --------- ---------- --------- ---------
1 PI Roof1 Roof2 5 690 4 720 No Deslgn
2 P2 Roof2 Pond 4 720 4 190 No Deslgn
3 P3 Juctlon AreaDraln 4 190 2 690 No Deslgn
4 P4 AreaDraln Outlet 2 690 2 630 No Deslgn
*==========================================k
Storage Junctlon Data
*==========================================k
MAXIMUM OR
STORAGE JUNCTION JUNCTION CONSTANT SURFACE
NUMBER OR NAME TYPE AREA (FT2)
Pond Stage/Area 1219 6800
PEAK OR CROWN DEPTH
CONSTANT VOLUME ELEVATION STARTS
(CUBIC FEET) (FT) FROM
--------------- --------- -----------
1051 5573 7 0000 Node Invert
-------------- -------- ----------------
*==================================*
Varlab1e storage data for node IPond
*==================================*
Data E1evatlon Depth Area
POlnt ft ft ft^2
---------
---------
1 4.1900. 0 0000 4 3560
2 5.5600 1 3700 4 3560
3 6 0600 1 8700 740 5200
4 7.0000 2 8100 1219.6800
Volume
ft^3
0.0000
5 9677
139 5796
1051 5573
*==========================================*
Orlflce Data
*==========================================*
From
JUllctlon
To
Junctlon
Type
Area
(ft2)
Depth
(ft)
Dlscharge Helght Above
CoefflClent Junctlon (ft)
Pond
Juctlon
Clrc Slde
0.04
-0
o 00 o 620 o 000 Q) CO
,2: ~
~
Q) C"oI ~
1
ORF # 1 0 (Q
.Pond Q) , "e
. Juctlon 0:: c::: ..c
o 23 jB <C ::J
323 48 :it (f)
CO (ij
o 0024 0
4 1900 C
4 1800 's,
'0:;:
0
====> EQUIVALENT PIPE INFORMATION FOR ORIFICE
CONDUIT NAME . .
Upstream node
Downstream node
PIPE DIAMETER
PIPE LENGTH .
MANNINGS ROUGHNESS
INVERT ELEVATION AT UPSTREAM END
INVERT ELEVATION AT DOWNSTREAM END
*================================================*
FREE OUTFALL DATA (DATA GROUP 11)
BOUNDARY CONDITION ON DATA GROUP J1
*================================================k
Outfall at Junctlon . Outlet
has boundary condltlon number
1
*===================================================*
Boundary Condltlon Informatlon
Data Groups J1-J4
*===================================================*
BC NUMBER 1 Control water surface elevatlon lS. 3 13 feet I
*=======================================================*
T l m e H l S t 0 r y 0 f t h e H G L ( feet) I
*=======================================================*
Max Ground Elevatlon 7 00
Tlme Max Crown Elevatlon 7 00
Junct1.on.Pond
Hr Mn Sc Elevatlon Depth Totl Area Node Area Volume Inflow OutflOl'/
-------- --------- -------~- --------- --------- --------- --------- ---------
0 10 0 4 1905 0 0005 45 8983 4 3560 0 0022 0 0000 0 0000
0 20 0 4 1909 0 0009 45 8983 4 3560 0 0038 0 0000 0 0000
0 30 0 4 1981 0 0081 45 8983 4 3560 0 0253 0 0012 0 0000
0 40 0 4 2408 0 0508 76 8516 4 3560 0 2214 0 0048 0 0018
0 50 0 4 2799 0 0899 50 1657 4 3560 0 3907 0 0108 0 0076
1 0 0 4 3026 0 1126 52 8754 4 3560 0 4899 0 0153 0 0136
1 10 0 4 3165 0 1265 53 7324 4 3560 0 5509 0 0192 0 0179
1 20 0 4 3271 0 1371 53 9916 4 3560 0 5968 0 0224 0 0214
1 30 0 4 3350 0 1450 54 0067 4 3560 0 6314 0 0250 0 0242
1 40 0 4.3412 0 1512 53 8827 4 3560 0 6587 0 0271 0 0266
1 50 0 4 3559 0 1659 53 1907 4 3560 0.7221 0 0331 0 0313
2 0 0 4 3675 0 1775 52 1692 4 3560 0 7731 0 0373 0 0365
2 10 0 4 3741 0 1841 51 3843 4 3560 0 8019 0 0400 0 0394
2 20 0 4 3787 0 1887 50 7323 4 3560 0 8219 0 0419 0 04p
"'C
Q) 00
2 30 0 4 3822 0 1922 50 1467 4.3560 o 8371 0 0433 o 0430 > ~
2 40 0 4 3850 0 1950 49 6533 4 3560 o 8492 0 0445 0.0443 '(i) ~
('00.,1
2 50 0 4 3988 0 2088 46 5319 4 3560 0.9094 0 0506 o 0499 0 CO
3 2192 43 8425 4 3560 0544 o 0530 (Q +-'
0 0 4 4092 0 0.9544 0 Q) :!:::
3 10 0 4.4289 o 2389 42 7822 4 3560 1.0405 0 0563 o 0557 0:: I E
3 20 0 4.4335 0.2435 42 2338 4 3560 1.0607 0 0576 o 0572 c::::: .Q
3 30 0 4 4371 0.2471 41 7163 4 3560 1 0762 0 0585 o 0582 Q) <C ::J
3 40 0 4.4400 0.2500 41 2499 4.3560 1 0890 0 0592 o 0589 ~ 2: en
3 50 0 4 4629 0.2729 36 2243 4 3560 1.1877 0 0652 o 0625 ro m
4 0 0 4 4990 o 3090 30 1698 4 3560 1 3457 0 0688 o 0678 0 C
4 10 0 4.5094 0.3194 28 2706 4 3560 1 3912 0 0704 o 0700 "0,
"C
4 20 0 4 5149 0.3249 27 5466 4 3560 1 4150 0 0713 o 0711 0
4 30 0 4 5183 o 3283 27 5190 4 3560 1.4301 0 0719 o 071 7
4 40 0 4 5209 0.3309 27 4977 4 3560 1.4414 0 0723 o 0722
4 50 0 4 5543 0.3643 26 7344 4 3560 1 5858 0 0796 '0 0773
5 0 0 4 5816 0.3916 24 7555 4 3560 1 7052 0 0836 o 0828
5 10 0 4 5926 o 4026 23 6083 4 3560 1 7537 0 0852 o 0849
5 20 0 '4 5978 0.4078 22 9872 4 3560 1 7764 0 0860 o 0859
5 30 0 4 6007 0.4107 22 6231 4 3560 1 7892 0 0865 o 0864
5 40 0 4 6027 o 4127 22 3701 4 3560 1 7978 0 0868 o 0868
5 50 0 4 6454 o 4554 17 4481 4.3560 1 9826 0 0947 o 0931
6 0 0 4 6728 o 4828 15 9352 4 3560 2 1027 o 0989 o 0984
6 10 0 4 6836 0.4936 15 9039 4 3560 2 1500 0.1006 o 1004
6 20 0 4 6884 o 4984 15 8901 4 3560 2 1709 o 1011 o 1013
6 30 0 4 6909 o 5009 15 8828 4 3560 2 1817 o 1018 o 1017
6 40 0 4 6924 o 5024 15 8772 4 3560 2.1885 o 1020 o 1020
6 50 0 4 8082' 0:6182 12.3964 4 3560 2.6909 o 1218 o 1198
7 0 0 4 8776 o 6876 10 4620 4.3560 2.9937 o 1320 o 1307
7 10 0 4 9262 o 7362 8 2288 4 3560 3.2060 0'1391 o 1385
7 20 0 5 0482 o 8582 5 9818 4 3560 3 7343 o 1571 o 1550
7 30 0 5 2114 1 0214 4 6210 4.3560 4 4491 o ] 794 o 1783
7 40 0 5 6664 1. 4764 161 9336 161 0482 12 77 50 o 2773 o 2336
7 50 0 5 8790 1.6890 472 7879 472 5278 61 3231 o 4495 o 2556
8 0 0 6 0265 1 8365 690 7568 690 5749 122 4525 o 3712 o 2698
8 10 0 6.0602 1.8702 740 8967 740 6307 139 7405 o 2690 o 2731
e 20 0 6 0302 1.8402 697 3619 697 0387 124 6036 o 1982 o 2706
8 30 0 5 9622 1 7722 597 8323 597 2085 93 5562 o 1699 o 2645
8 40 0 5 8622 1 6722 450 7122 450 0809 56 2938 o 1609 o 2554
8 50 0 5 6912 1 5012 198 2742 197 5572 16 0826 o 1381 o 2389
9 0 0 4 8729 o 6829 16 6153 4.3560 2 9748 o 1303 o 1355
9 10 0 4 6776 o 4876 15 9202 4,3560 2 1243 o 0997 o 09'W
9 20 0 4 6661 0.4761 16 1913 4 3560 2 0742 o 0975 o 0978
9 30 0 4 6611 o 4711 16 5153 4.3560 2 0523 o 0967 o 0968
9 40 0 4 6593 0.4693 16 6300 4 3560 2 0445 o 0965 o 0965
9 50 0 4 6587 0.4687 16 6684 4 3560 2 04]8 o 0964 o 0964
10 0 0 4 6586 o 4686 16 6789 4 3560 2 0411 o 0964 o 0964
10 10 0 4 6586 o 4686 16 6794 4 3560 2 0411 o 0964 o 0964
10 20 0 4.6586 o 4686 16 6765 4 3560 2 0413 o 0964 o 0964
10 30 0 4.6587 o 4687 16 6724 4 3560 2 0416 o 0964 o 0964
10 40 0 4.6587 o 4687 16 6680 4 3560 2 0419 o 0964 o 0964
10 50 0 4 6087 o 4187 21 4237 4.3560 1 8253 o 0868 o 0889
11 0 0 4 5771 o 3871 25 0876 4 3560 1. 6865 o 0818 o 0828
11 10 0 4.5647 0.3747 26 0587 4.3560 1 6326 o 0800 o 0803
11 20 0 4 5603 0.3703 26 3490 4.3560 1 6129 o 0793 o 0794
"'0
CI> co
> ~ .
,
11 30 0 4 5586 0.3686 26 4470 4 3560 1 6058 o 0790 ,0.0791 CI> ~ I
40 C".I ,
11 0 4 5581 o 3681 26.4808 4 3560 1 6033 0.0790 0.0790 0 7J
11 50 0 4 5579 o 3679 26.4918 4 3560 1 6025 o 0789 o 0789 <l> u::. :::1
12 0 0 4 5578 o 3678 26 4946 4 3560 1 6023 o 0789 o 0789 a::: i 'e
12 10 0 4.5578 0.3678 26 4944 4 3560 1 6023 o 0789 o 0789 ICII::: ..Q
] 2 20 0 4.5579 o 3679 26 4932 4 3560 1 6024 o 0789 o 0789 Q) <C( :::J
12 30 0 4 5579 o 3679 26 4916 4 3560 1 6025 o 0789 o 0789 .... :E en
CO
12 40 0 4 5579 0.3679 26 4899 4 3560 1 6026 0.0789 o 0789 0 (ij
12 50 0 4 5174 o 3274 27 5222 4 3560 1 4277 o 0701 o 0728 c:
13 0 0 4 4865 o 2965 31 6422 4 3560 1 2919 o 0653 o 0664 "5
13 10 0 4 4751 0.2851 32 9352 4 3560 1 2420 o 0635 o 0640 "C
13 20 0 4 4702 0.2802 33 8371 4 3560 1 2209 o 0629 o 0633 0
13 30 0 4.4635 0.2735 35 9012 4 3560 1 1917 o 0627 o 0631
13 40 0 4 4597' o 2697 '36 9634 4 3560 1.1748 o 0626 o 0627
13 50 0 4 4587 o . 2687 37 2317 4 3560 1 ] 704 o 0625 o 0626
14 0 0 4 4585 o 2685 37 2908 4 3560 1 1694 o 0625 o 0625
14 10 0 4 4584 o 2684 37 3039 4 3560 1.1692 o 0625 o 0625
14 20 0 4 4584 o . 2684 37 3045 4 3560 1 1692 o 0625 o 0625
14 30 0 4 4584 o 2684 37 3011 4 3560 1.1692 o 0625 o 0625
14 40 0 4 4584 o 2684 37 2962 4.3560 1 1693 0.0625 o 0625
14 50 0 4 4421 o 2521 40 8112 4 3560 ] 0988 o 0584 o 0602
15 0 0 4 4300 o 2400 42 6228 4 3560 1 0454 o 0562 o 0566
15 10 0 4 4265 o 2365 42 9793 4 3560 1 0301 o 0553 o 0555
15 20 0 4.4252 o 2352 43 0938 4 3560 1 0246 o 0550 o 0551
15 30 0 4 4248 o 2348 43 1335 4 3560 1 0226 o 0549 0,0550
15 40 0 4 4246 o 2346 43 1476 4 3560 ] 0219 o 0549 o 0549
15 50 0 4 4245 0.2345 43 1524 4 3560 1 0216 o 0549 o 0549
16 0 0 4 4245 o 2345 43 1538 4 3560 1 0216 o 0549 o 05119
16 10 0 4.424:' o 2345 43 1541 4 3560 1 0215 o 0549 o 0549
16 20 0 4 4245 o 2345 43 1538 4 3560 1 0216 o 0549 o 0549
16 30 0 4 4245 o 2345 43 1534 4 3560 1 0216 o 0549 o 0549
16 40 0 4 4245 o 2345 43 1530 4 3560 1 0216 o 054'9 o 0549
16 50 0 4 4041 o 2141 44 601:' 4 3560 o 9338 o 0490 o 0529
17 0 0 4 3818 o ]918 50 1578 4 3560 o 8355 o 0458 o 0463
17 10 0 4 3860 o 1960 49 4668 4 3560 o 8539 o 0446 o 0445
17 20 0 4 3839 o 1939 49 8327 4 3560 o 8446 o 0442 o 0441
17 30 0 4 3838 o 1938 49 8536 4 3560 o 8441 o 0440 o 0440
17 40 0 4 3836 o 1936 49 8762 4 3560 o 8435 o 0439 o 0439
17 50 0 4 3836 o 1936 49.8850 4 3560 o 8433 o 0439 o 0439
18 0 0 4 3836 o 1936 49.8876 4 3560 o 8433 o 0439 o 0439
18 10 0 4 3836 o 1936 49 8883 4 3560 o 8432 o 0439 o 0439
18 20 0 4 3836 o 1936 49 8884 4 3560 o 8432 o 0439 o 0439
18 30 0 4 3836 o 1936 49 8882 4 3560 o 8432 o 0439 o 0439
18 40 0 4 3836 o 1936 49 8879 4 3560 o 8432 o 0439 o 0439
18 50 0 4 3836 o 1936 49 8876 4 3560 o 8433 o 0439 o 0439
19 0 0 4 3836 o 1936 49 8873 4 3560 o 8433 o 0439 o 0439
19 10 0 4 3836 o 1936 49 8869 4 3560 o 8433 o 0439 o 0439
19 20 0 4 3836 o 1936 49 8866 4 3560 o 8433 o 0439 o 0439
19 30 0 4 3836 o 1936 49 8863 4 3560 o 8433 o 0439 o 0439
19 40 0 4 3836 o 1936 49 8860 4 3560 o 8433 o 0439 o 0439
19 50 0 4 3836 o 1936 49 8857 4 3560 o 8433 o 0439 o 0439
20 0 0 4 3836 o 1936 49.8854 4 3560 o 8433 o 0439 o 0439
20 10 0 4 3836 o 1936 49.8850 4 3560 o 8433 o 0439 o 0439
20 20 0 4 3836 o 1936 49 8847 4 3560 o 8433 o 0439 o 0439
-0
(l) 8
>
20 30 0 4.3836" 0 1936 49 8844 4 3560 0 8433 0 0439 0 0439 Ocu ~
0 (ij
20 40 0 4 3836 0 1936 49 8842 4.3560 0 8433 0 0439 0 0439 (l) c.o ....,
-
20 50 0 4.3836 0 1936 49 8839 4.3560 0.8433 0 0439 0 0439 a:: i 'E
21 0 0 4 3836 0 1936 49.8836 4 3560 0 8434 0 0439 0 0439 a:: ..a
21 10 0 4 3836 0 1936 49 8833 4 3560 0 8434 0 0439 0 0439 (l) ~ :J
21 20 0 4 3836 0 1936 49 8830 4.3560 0 8434 0 0439 0 0439 ...... (J)
CO
21 30 0 4 3836 0 1936 49 8827 4 3560 0 8434 0 0439 0 0439 0 m
21 40 0 4.3836 0 ] 936 49 8825 4 3560 0.8434 0 0439 0 0439 c:
21 50 0 4 3836 0 1936 49 8822 4 3560 0 8434 0 0439 0 0439 06>
22 0 0 4 3836 0.1936 49 8819 4 3560 0 8434 0 0439 0 0439 o~
22 10 0 4.3836 0 1936 49 8817 4 3560 0 8434 0 0439 0 0439 0
22 20 0 4 3836 0 1936 49 8814 4 3560 0 8434 0 0439 0 0439
22 30 0 4 3836 0 1936 49 8811 4 3560 0 8434 0 0439 0 0439
22 40 0 4 3836 0.1936 49 8809 4 3560 0 8434 0 0439 0 0439
22 50 0 4 3836 0 1936 49 8806 4.3560 0 8434 0 0439 0 0439
23 0 0 4 3836 0 1936 49 8804 4 3560 0 8434 0 0439 0 0439
23 10 0 4 3836 0 1936 49 8802 4 3560 0.8434 0 0439 0 0439
23 20 0 4 3836 0.1936 49 8799 4 3560 0 8434 0 0439 0 0439
23 30 0 4 3836 0 1936 49 8797 4 3560 0.8435 0 04,9 0 0439
23 40 0 4 3836 0 1936 49 8794 4 3560 0 8435 0 0439 0 0439
23 50 0 4 3836 0 1936 49 8792 4 3560 0 8435 0 0439 0 0439
24 0 0 4 3836 0 1936 49 8790 4 3560 0 8435 0 0439 0 0439
Mean 4 56 0 37
MaXlmum 6 06 1 87
~jlnlmum 4 19 0 00
*=======~==============================================*
Table 89 - JUNCTION SUMMARY STATISTICS I
I The MaXlmum area lS only the area of lhe node, J t I
I does not lnc1ude the area of the surroundlng condlul s I
*=======~==============================================*
Uppermost Maxlmum Tlme Feet of Maxlmum
Ground PlpeCrown Junctlon of Surcharge Freeboard Junctlon
Junctlon E1evatlon 81evatlon E1evatlon Occurence at Max of node Area
Name feet feet feet Hr Mln Elevatlon feet ft^2
-------- --------- -------- -------~ --------- --------- -------- --------
Pond 7 0000 7 0000 6 0603 8 9 0 0000 0 9397 740 6661
Juctlon 7 0000 4 8600 4 3860 8 10 0 0000 2 6140 12.5660
Roofl 8 0000 6 1900 6 0884 8 6 0 0000 1 9116 12 5660
Roof2 8 2000 5 2200 6 0784 8 7 0 8584 2 1216 12 5660
Outlet 8 1900 3.4600 3.1300 0 0 0 0000 5 0600 12 5660
AreaDraln 6 5000 3 5200 3 1360 7 52 0 0000 3 3640 12 5660
k======================================~===============*
Table 810 - CONDUIT SUMMARY STATISTICS I
Note The peak flow may be less than the deslgn flow I
and the condult may stlll surcharge because of the I
downstream boundary condltJons I
~======================~===============================*
CondUct Maxlmum
Tlme
Maxunum
Tlme
Ratlo of Maxunum Depth>
---/ Hydraullc model slmulatlon ended normally
===> SWMM Slmulatlon ended normally
===> Your lnpUt flle was named C \SWMM FIles\03-l09\On- DAT
I
. . f
"0
~ 00
'- s _I
B C"d
(l) CO JY
.....
0:: 0 'E
S Q:: ..0
~ :J
CU en
0 (ij
c:
'6)
'i::
0
Name Deslgn DesIgn Vertlcal Computed of Computed of Max to at PIpe Ends
Condult Flow Veloclty Depth Flow Occurence VelocIty Occurence DesIgn Upstream Dwnstrm
Name (cfs) (ft/s) (In) (cfs) Hr. l'hn (ft/s) Hr Mln Flow (ft) (ft)
------- -------- -------- ------- ----------- ------- ---------- ------- -------- --------
PI 0.5640 2 8725 6 0000 0 0964 7 37 1 4086 6 48 0 1708 6 0884 6 0784
P2 0 5028 2 5608 6 0000 0 1487 7 52 0 7481 7 52 0 2957 6 0784 6 0603
P3 i 464 4.1515 8 0400 0 2731 8 10 ,1 7158 8 11 0 1866 4.3860 3 1360
P4 1 371 2 5339 9 9600 0 3520 7 52 1 1133 7 52 0 2567 3 1360 3 1300
ORF # 1 0 0945 0.4976 2 7081 0 2731 8 9 6 7855 8 9 2 8888 6 0603 4 3860
FREE # 1 Undefnd Undefnd Undefnd 0 3520 7 52
===> Your output fIle was named
C \SWMM FIles\03-109\On- out
*=====~=======================================================~*
SWMM Slmulatlon Date and TIme Summary
~=====~======================================~=================k
StartIng Date Augu~t 3, 2004 Tlme 8 36 8 5
EndIng Date August 3, 2004 TIme 8 36 13 45
Elapsed TIme 0 09000 ffilnutes or 5 40000 seconds
*===============================================~==============*
o Applicant 0 Owner Name, Firm and Address
Michael Brandt-Drury
7906 Thurston Road
Springfield, OR 97478
Oregon Division of State Lands
Attn.: Wetlands Program Leader
775 Summer Street NE, Suite 100
Salem, OR 97301-1279_.,..,_.,"--.__,__,-_,_ ,
BUSiness phone # (541) 913-8039
Home phone # (optional)
II Consultant
Name and Address:
Pat Thompson
P.O Box 1240
Marcola, OR 97454
FAX #
E-mail
Business phone # 541 933-3318
FAX # 541 933-2003
E-mail pstcon@aol com
The information contained In the attached report IS true and accurate to the best of my knowledge I either own the property descnbed
below or I have legal authority to allow access to the property I authorize the Division to access the property for the purpose of
confirming the information in the report, after prior notification to the primary contact.!.:\. ~
Typed/Printed Name Pat Thompson/for MIchael Brandt-Drury Signature. <-Yo -t A ,~ A
Date 10/19/04 Special Instructions regarding site access_ Not!fy Consultant Fir ' 1'-
I Project and Site Information (for latitude & longltude,-use centroid of site or start & end POI~ts of linear proJect)
I Project Name Brandt-Drury Property Latitude- N 440 02' 40" LonQitude 122054' 36"
Proposed Use low Density ReSidential
Tax Map # 17-02-34
Project Street Address (or other descnptive location)
Township 178
Range 02
Sections 34
6595 MaIO Street
Tax Lot (s) 1200
Waterway NA
River Mile NA
City Spnnqfield County- Lane
I Wetland Delineation Information
Wetland Consultant Name, Firm and Address Phone # (541) 933-3318
Patnck S Thompson Consulting FAX # (541) 933~2003
PO Box 1240 E-mail address pstcon@aoLcom
Marcola, OR 97454
Primary Contact for report review and site access IS II Consultant D Applicant/Owner D AuthOrized Aqent
I Date of Delineation Report: WetlandlWaters Present? Total Site Acreage- 4 acres
Field work 9/22/04 II Yes 0 No Total Wetland Acreage, 020
Oth~r Information
Yes
Is any of the property crop land?
If yes, IS Applicant/Owner a USDA Program Participant?
If yes, has a NRCS Form 026 been completed for the site?
Does Local Wetlands Inventory, if any, show wetland on parcel?
If yes, LWI wetland code PEM, PFO
Has a previous delineation/application been made on parcel?
If applicable, previous DIVISion of State Lands #
NWI Quad Name(s) Sprmgfield
o
o
o
~
No
I1ill
Unknown
R
II
o
o
o
o
o
o
mf
o
For Office Use Only
,
I r-,....,..,....~ Dr......I~~+ -I-L
VoJl tJ.::J' I IVJ\J'vl. Tr
nc.l \^I_+I..."nrl Pi..Ji.....,.
L.Jvt.- v VCUCl iU IVI~I
DSL \^JD #-
Date Dehneatlon Received
Date Review Completed
/
/
/
DSL Project #
Related Case Number(s)_
-!l late Recei'v'oG:
A \drur}' Del Rept Cover FOrol doc
MAR - 6 2008
Original SUbmlttaL__~
~,'~_""'r.:""'I'r"-u>_"",,' .,' -~.".. .,,--- .,.~.".".'-~~;.;;;.~ -,.~~..,-= ",,,,""".>'0.-..' "'~"':n;~;:,'...--":,\L'~<:~;r.;:""~'~;'!';,,,-~~~,,--,,=,,,~,,,:,;,',~,,,;,'~~:~.t'_:,~.' ..""."_~~.:C:'-"'.'~"""'~,"_"".";'~ .;;i'''::'' '~'""__",:~,~",,~~,,...,..=,.~. . "Cl."~"~--'....'~-l!..&.'1"""">-~"''''' -.",-..~ ,- ~',;,,;,c">:";'",,\';ilii'';'l--''''"'''-'-''~'''-''II
WETLAND DELINEATION
for
BRANDT -DRURY PROPERTY - 6595 l\iAIN STREET
Tax Lot 1200 - T17S, R2W, Sec. 34
SPRING~l1tLD, OREGON
by
PATRICK S. THOMPSON, CONSULTING
P.O. Box 1240
Marcola, Oregon 98454
Phone: (541) 933-3318
Fax: (541) 933-3319
Email: pstc@aol.com
October 2004
~J<o'''~~~i:'~_''''''''''''~-';'''__~'''''~1t.:.~"-_.~r,.r'~::J'J..:IL'''':''~~~::'''i1'~<,;:~,,i_~..,Nt'''''''''''',{~''''~>!'"<i'~~~^~~~'i.r~'f'W",,~~-..;t~~~-S''1';;::~~A~~;~~'';~~~_~''''."""'~1't-<<.i'~~'S
Brandt Property - 6595 Mam Street -Springfield, Oregon
Pagel
TABLE OF CONTENTS
1.0 ,INTRODUCTION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . 1
2.0 PROJECT METHODOLOGY. . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
2.1 SOURCE MATERIAL ...:.......,..,....,.................,....... 1
2.2 TECHNICAL CRITERIA ................................ . . . . . . . . . . . 1
2.3 FIELD METHODOLOGY' ,.......,.................,...............2
2.3.1 Previous Wetland Delipeations ..............,.,..."..,........3
2.3.2 NWI Map Review ........................................... 3
2.3.3 Local Wetland Inventory. . . . . . . , . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . 3
2.4 CLIMATOLOGICAL DATA ....,...........,...................,...3
3.0 WETLAND CHARACTERISTICS, . , . . . . . . . . . . . . . . . . . . . . . . , . . , . . . . . . . . , . . . . 3 --
4.0 WETI.ANl) DELINEATION .,............................................4
5.0 DISCUSSION AND CONCLUSIONS .................... ~ . . . . . . . . . . . . . . . . . . 5
6.0 REFERENCES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . , . . . . . . . . . . 6
LIST OF ATTACHl\1ENTS
A - Data Sheets
B Climate Data
C Site Photos
LIST OF FIGURES
1 Site Map
2 Local "Wetland Inventory Map
3 Soils Map
4 \Vetland Delineation Map
Date Received:
MAR - 6 2008
Original Submittal
Patrick S 'i'hompsor; Consultmg
October 2004
1.0 INTRODUCTION
Patrick S. Thompson Consulting (PSTC) has contracted with I\1ichaefBrandt-Drury to perform a
wetland delineation on Tax lot 1200, located at 6595 Main Street on the south side of the
McKenzie River Highway just west of South 67th Street in Springfield, Oregon. The delineation
is needed to locate all wetlands on the tax lot so that the portion of the tax lot not containing any
wetlands can be developed
The project site is comprised of old pasture land and wooded pasture along with a house,
apartment and outbuilding. The lot is long and narrow. The northern half is flat and is where the
buildings and most ofthe pasture is located. The southern halfhas an approximately 100 feet
long gentle slope which then becomes an abrupt northern facing slope covered with Douglas fir
trees. Along the eastern edge of the property is a smaJI ~anmade dit~~ which .helps to drain the
surface runoff away from the site.
There are two wetland types on site which blend into each other. These are palustrine emergent
in the noth portion blending into palustrine forested at the base of the steep slope in the southern
portion of the site. Initial field hydrology review was conducted by Patrick S. Thompson on
Aprill7, 2004 during a site detemllnmion conducted to determine for planning purposes, the safe
boundaries for construction activities. Site work for the delineation was condurjea b~atrick S'd
Thompson and Carla J. Cudmore on September 22, 2004. a e ecelve:
2.0
PROJECT l\1ETHODOLOGY
MAR - 6 2008
2.1
SOURCE MATERIAL
Original SublllittaJ
The main source document used-in this investigation was the U.S. Anny Corps of _
Engineers Wetland Delineation Manual, 1987 (herein referred to as the Manual). Other
sources of infornlation used in the site analysis include the U.S. Geological Survey
(U.s.a.S) topographical quadrangle map for Springfield, Oregon; the National Wetland
Inventory (N\VI) map for Springfield; the Natural Resource Conservation Service
(NRCS) Soil Survey of Lfu'le County, Oregon; the U.S. Fish and Wildlife National List of
Plant Species that Occur in \Vetlarrds: Northwest (Region 9); and the City of Springfield
Local Wetland Inventory (L \VI). ThIS information was reviewed to assess the location of
potential '\vetlands prior to collecting the field data.
2.2 TECHNICAL CRITERIA
The Ma.rmal provides mandatory technical criteria, field indicators, and recommended
procedures to be used in detemlining whether an area is a jurisdictional '\vetland. The
'Ii: K 1 J ,,(" t' 11 1 . mt ........ __. _ ......
IVlilimal represems a consensus or rour reGerm agenCIes: 1 he u.~. .A_rmy Corps ot
Engineers, the Envirollruental Protection Agency, the Fish and Wildlife Service, c>.nd the
Natural Resource Conservation Service, as related to wetland jurisdiction.
Th""',o.~ n"\a'M.r1O+A~T +~ro.'h"''''\;t''H];l n~1""o.""';n n.....o. ....Q,....,..,;_....,....:I +....... 1-....... __.......................+-~...... ,..._ ........"'"....1=~......._1-__...J ........+.........(";;1
"Ud."'" 'UUllUU.L-VL) L-vvlll.llvC;U ...'UVUC aJ.v .l1;>y'UllCU tV LJC PIC;::'CUt ill au WIU1;'lW UI:'U lla~w(:u
area before it can be considered wetland under federal jurisdiction. These criteria are
Patrick S Thompson Car.sultmg
OCTOber ]004
Brandt Property - 6595 Main Street -Springfield, Oregon
Page 2
hydrophytic vegetation, hydric soils and wetlands hydrology. Hydrophytic vegetation
consists of those plant species that have adapted to growing in substrates which are
periodically deficient of oxygen due to saturated soil conditions. Five basic groups of
vegetation are recognized based on their frequency of occurrence in wetlands. These
categories, referred to as the "wetland indicator status" are as follows: Obligate Wetland
(OBL) plants are estimated to occur almost exclusively in wetlands (>99%); Facultative
Wetland (F ACW) .plants are estimated to occur 67-99% of the time in wetland;
Facultative (F AC) plants occur equally in wetlands and non-wetlands (34-66%); and .
Facultative Upland (FACU) plants usually occur in non-wetlands (67-99%). If a species
is not assigned to one ofthe four groups described above it is classified as NL (Not
Listed) and is assumed-to be an Obligate Upland (UPL) plant, which is estimated to occur
almost exclusively in non-wetlands (>99%). ,
Hydric soils are those that have formed exclusively under wet conditions, and are defmed
as soils that formed under conditions of saturation, flooding, or ponding long enough
during the growing season to develop anaerobic conditions in the upper part. Wet
conditions are characterized by the following: high water tables, ponding or frequent
flooding, or saturation for extended periods during the growing season. Soil saturation is
related to soil drainage class and soil permeability.
All three criteria for jurisdictional wetlands, however, may not be required to be present
for areas that come under the designation "disturbed". Disturbed areas have been
modified, by either human activity or natural events. Disturbed sites have been altered to
the extent that identifying one or more of the criteria is made more difficult as a result of
the disturbance. Agricultural disturbed sites usually apply to situations where vegetation
is manipulated, removed or disturbed to the extent that it is not a reliable indicator.
2.3 FIELD METHODOLOGY
Prior to beginning field work, a compilation of available information and data \vas
conducted. This included a review of the Lane County Soil Survey, the U.S.G.S.
topographic quadrangles, and the Local \Vetland Inventory. These efforts were made to
de\.elop a preliminary indication of where potential \vetlands may exist and to facilitate
the on-site gathering of data.
Observations of soils, vegetation. and hydrology were made using the "Routine Onsite"
method of the manual. Numerous soil profiles \"{ere examined around the site~ we then
selected eight of those locations that verified the changes in the three parameters, and
used them as data points to delineate the wetland boundaries (See Figure 4 - Wetland
Delmeation Map). Each of the prot1les were examined for hydric soils and \vetland
hydrology field indicators. In addition, a visual percent-cover estimate of the dominant
species oftlle plant corruilunity for a 30 foot radius centering around each soil pit was
perfonned Data was recorded in the field and subsequently transferred to standard
wetland delineation data sheets (See Attacl1l11ent A) .
Patrick S Thompson Consultmg
October 2004
Brandt Property - 6595 Mam Street -Springfield., Oregon
Page 3
2.3.1 Previous Wetland Delineations
There have been no previous delineations of the property.
Date Received:
2.3.2
NWI Map Review
MAR - 6 2008
The NWI map shows no wetlands on this property.
Original SubmIttal
2.3.3 Local Wetland Inventory (Figme 2)
The Springfield Local 'Wetland Inventory mapped in 1992 and 1993 and then
published in 1997 by David Evans and Associates identified one probable wetland
area on the site. The findings of this delineation were very similar to the L WI. The
PEMCIPFOC wetland found during our delineation occupied the same lower
position in the landscape, just with slightly differing limits.
2.4 CLIMATE DATA
TIle site was visited twice, once in March of2003 to determine if wetlands were present
on the site and again in September 2004 to delineate the wetlands. The hydrology
determination is based on what was observed during the March 2003 site visit. The yearly
average for normal rainfall was 95% of nonna1- During the two weeks previous to the
site there was 3.26" of rain. Climatological data is included for both the April 2003 and
September 2004 visits (See Attachment B).
3.0 ~VETLAND CHARACTERISTICS
The project site is comprised of pasture and~vooded pasture along with a house, apartment and
outbuilding. The lot is long and narrow. The northern half is flat and is where the buildings and
most of the pasture is located (See Attachment C - Site Photos), The southern half has an
approximately 100 feet long gentle slope which then becomes an abrupt northern facing slope
covered with trees. This hill side continues off site to approximately a 1200' elevation. The
property's high elevation on the south side is approximately 680' and the north has an
approximately low of 520' elevation.
The northem half of the property where the house and buildings are located was filled for
building purposes years ago. The portion ofthe property v.~th the home site lies approximately
two feet higher in elevation that the adjacent pasture land '.vhere the wetlands are located.
There are two different types of wetland on site that blend into each other, palustrine emergent
(PEMe) and palustrine forested (PFOC), both are slope/flat wetlands. The wetland area occupies
The lO"\\Ter position III the landscape oa site berlveen the hillside to the SOUtll and the filled llome
site, apartment building and outbuilding a.rea to the nonh towards the base of the hillside. Both
wetland types (pEMC and PFOC) have been grazed recently. This wetland is part of a larger,
historic. fragmented weltand, and currently extends off site to the west where the hydrology is
greater than on site. TIle property to the easI is sli~htly higher in elevation and has a small 12" to
PatrIck S ThOl'/pson Consulrmg
October 2004
Brandt Property - 6595 Main Street -Sprmgfield, Oregon
Page 4
18" drainage ditch on its boundary with the subject property, which has helped to drain the
eastern side of the subject property.
The hydrology source for the wetlands is subsurface flows and surface water runoff from the
steep hillside on the south side which causes seasonally high water in the lower elevations, as
wellas, direct precipitation.
The soils mapped for this area by the NRCS are listed in Table 1 which summarizes the drainage
classifications for each soil (See Figure 3 Soils Map).
Table 1 - Soil Drainage Summarization
Name Mapping Drainage Description Hydric
Unit Classification Y es/N 0
Coburg-Urban Land 32 Moderately well Located on low stream terraces No
Complex 0-3% drarned Combrnation of undisturbed Coburg
slopes sods along with fill materials With
varying charactenstics.
DlXonville- 43C Moderately well Located on rolling foothills and toe No
Philomath - Hazelarr drained to well slopes. Generally shallow SOlIs WIth
complex 3-12% drained moderate to high erosion capacIty.
slope
Nelaa Silty Clay 89F Well drained Located in foothills. Moderately deep No
Loam 30- 50% slope soils with high erOSiOn potential
Pengra SlIt Loam 105A Somewhat poorly Located on toe slopes and fans in Yes
dramed stratified alluvium. Clay substratum
and hIgh seasonal
During the field investigation the soil matrix color of this area did not range significantly only
from 10YR 3/1 to lOl'R 3/2 with slightly varying mottles of7,5YR4/4 to lOYR 4/6 varying in
depth fr0111 2 to 18 inches. Through many of the probes burned material was found buried
through out the profile indicating that burning activities and past plowing of the area had
occurred. The soils in the wetland portions of the site were saturated during the February
hydrology review.
Despite the grazing of the site, the vegetation went along \vith the [mdings ofthe soils and
hydrology. The primary wetland vegetation included meadow f01.i:ail (Alopecurus pratensls)
Oregon Ash (Fraxinus latifolia). The portion of the site with the 100' gradual slope contained
seyeral mature (25" in diameter) Oregon ash. Some of the these-were in the delineated \\retla..l1d
but others were in slightly higher position in the landscape and the soils, hydrology and other
vegetation were indicative of upland. Some of the volunteer ash seedlings were noted aalhe Received:
nB"nlfp ~rf'::!
r------ --_.
4.0
MAR - 6 2008
VlTETLAl\1> DELINEATION
Original Submittal
A "lV-t"'11 V-.!'1 n .,(1 ----- _.!'____..1__-' ------ d-1:---+_.J ..':;..1.:.. ..1__ .!'_..- ---- ---:_-+ _:.._ 't.,,,,- 1~< ''"''1(1(\\
"~ ...... V.L-V al.lC:' VI WCUdlIU WClC ClllIe:;ate:;u Wltillll UIe:; lVW aL-le:; }'lVJe:;vl Mle:; \.LllA IVl l":'-VV I.
P atnck S. Thompson Consultmg
OCTOber 200-1
Brandt Property - 6595 Main Street -Springfield, Oregon
Page ~
5.0 DISCUSSION AND CONCLUSIONS
A total of 0.20 acres of potentially jurisdictional wetland was identified by PSTC within the four
acre project site. The location of the wetland/non-wetland boundary was dictated by a
combination of indicators of wetland/upland plants, soils examination, topographic change and
hydrology.
This report documents the investigation, best professional judgment and conclusions of PSTC. It
is correct and complete to the best of my knowledge It should be considered a Preliminary
Jurisdictional Determination of wetlands and other waters and used at your own risk unless it
has been reviewed and approved in writing by the Oregon Department of State Lands m
accordance with OAR 141-090-005 through 141-090-0055.
Patrick S Thompson COl7sultmg
October 2004
Brandt Property - 6595 Main Street -Springfield, Oregon
Page 6
6.0 REFERENCES
City of Springfield, Local Wetland Inventory, 1997.
Hitchock, C. Loe and Arthur Cronquist, 1973. Flora of the Pacific Northwest. University of
Washington Press.
,
. Northwest (Region 9). U.S. Fish and Wildlife Service, S~. Petersburg, FL., NERC-881l8.37.
Taylor, George H., Oregon Weather Summary, Online Edition. Oregon Climate Service, June
2004 through September 2004 :Monthly Precipatation Observations and Means.
U.S. Army Corps of Engineers, 1987. Wetland Delineation Manual, Environmental Laboratory,
Vicksburg, 1\:1S. . 0" _
U.S. Department of Agriculture, Soil Conservation Service, 1987. Soil Survey of Lane County,
Oregon.
U.S. Department of Agriculture, Soil Conservation Service, 1987. Hydric Soils of the State of
Oregon.
U.S. Department of Interior, Geological Survey. 1967, Photorevised 1986. 7.5-minute
Springfield, Oregon; t,?pographic quadrangle).
U.S. Department of Fish and Wildlife. National Wetlands L.lventory Quadrangle, Springfield,
Oregon, 1994,
Date Received:
MAR - 6 2008
Original Submittal
Patrick S Thompson Consultmg
October ::004
Brandt ..brury Wetland DeHnBatiofl ,Site Ma
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L'-''I Map
MAR - 6 2008
Original Submittal.
Brandt-Drury Delineation
Figure 3
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PAOFE:SSIONAL
LAND SURVEYOR
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OREGON' '"
JULY 20, 1993
REX A BETZ
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Sprhgfield, Oregon 97477
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Civil · Structures.. Tra2sportation .. Sfu-veying
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Date Received:
MAR - 6 2008
Original Submittal
PATRICK S. TI;'~ pil;PSON CONSULTING - WETLAND DETERIV
\
TlON DATA FORM
County Lane
Project/Contact Brandt-Drury Delineation
Plant Commumty pasture and wooded oasture
Plot location 8' from easlen properlY line
Do normal environ conditions eXist? YES
Has vegetation SOil
Explain
Date 9122104
Flle# U
Del By - Pitcc '
Plot # 1
X NO
Hydrology
Explain
been significantly dlsurbed?
VEGETATION
Dommant Soecle~
Tree Stratum
Total Cover 0%
1
2
3
4
Saallno/Shrub Stratum
Total Cover 0%
1
2
3
4
5
I Indicator
I Status
I
I
I
I
I
I
I
I
I
IDommant Species
% Cover Herbaceous Stratum
ITota' Cover 100%
1 AOlOsbs SSP
I 2 Fes/uca arundmacea
3 Geramum molle
I 4 Chrysanthemum /eucanthemum
5 A100ecurus ora/ensls
6 CtfSlUm alVense
7
8
9
10
11
I Indicator
Status
% Cover I
I
FAC
FAC-
NL
NL
FACW
FACU
50%
15%
15%
5%
10%
5%
Percent of Dominant Species that are OBL, FACW, FAC
Other Notable Species
Cntena Met? YES
33%
NO
x
SOILS
Map Umt Name
Taxonomy
Coburo-Urban Land Complex
Pactllc UItIC ArQlxerolls
Drainage Class
On Hydnc SOils list?
MWD
No
INC
YES - Conser
Depth
Honzon
Matnx Color
Redox Concenlrattons'
Redox DepletJons'
Texture
Structure
0-12"
12-18"
lAP
IA12
I
I
10YR 3/2
10YR3/2
10YR4/4 (fD21
I
I
sliClhtlv stlclcv
I sliClhtlv stlclcv
I
!
SAB
SAB
I
I
Hydnc SOil Indicators
Hlstosol
Hlstlc Eplpedon
Sulfidic Odor
RedUCing Conditions (test pOSitive)
Gleyed
Redox Features (W Iln 10")
Concretions / Nodules (w / In 3", > 2 mm)
High orgamc content In surface ( In Sand,' Salls)
Orgamc streakings (In Sandy Salls)
Orgamc pan (J[t Sandy Salls)
Listed on Hydnc Salls list
Other
Cntena Met?
YES
NO
x
- abound ISlze/cofltrastlcolor/locatton (matnx or pores/peds)
HYDROLOGY
Recorded Data
X
Field Data
Recorded Data Available
No Recorded Data Available
",enal Photos
Stream Gauge
Other
Depth of Inu'ldatlOn
Dep! to Saturation <18"
Depth to free water
Plmary Hydrology Indicators
Inundaled
Saturated In upper 12 Inches
Water Marl,s
Dnft Lines
Secltmem Deposrts
Drainage Pattern
Cntena Met? YES NO X
Secondary Hydrology Indicators (2 or more reqUired)
OXldlzea Roo' Channels (upper 12")
Water-stained Leaves
Local SOil Survey Data
FAC - Neutral Test
Other
DETERMINA nON
WETLAND?
YES
NO
y
Coml1ents
Does not meet cntena
n::Jt~ ,Receivod:
MAR - 6 2008
Original SubmIttal
PATRICK S. T'
\
County _
ProJecl!eontact
Plant Communrty
Plot location
Do normal enYlron
Has yegetatlon
Explain
Lane
Brandt-Drury Delineation
PEMC wetland
AooroXlmately 15' west of Uo1
condrtlons eXIst? YES
Sod
Dominant SoeCles
Tree Stratum
Total Cover Trace
1 Fraxmus lafIfo"a
2
3
4
;:>aohnalShrub Stratum
Total Coyer
1
2
3
4
5
Percent of Dominant SpeCIes that are OBL, FACW, FAC
Other Nota ble Species
Cntena Met? YES X
Map Umt Name
Taxonomy
Penara
TVPlc HaplaQuolls
Depth
Honzon
Matnx Color
O-T'
7-18"
10YR 3/2
110YR3/2
I
I
Ao
IA12
I
Hydnc SoJllndlcators
x
Hlstosol
Hlstlc Eplpedon
SulfidiC Odor
RedUCIng CondrtJons (test posrtlve)
Gleyed
Redox Features (w Iln 10")
Cntena Met?
YES X
NO
HYDROLOGY
Rec.'Jnied Data
X
Fleid Dat~
Recorded Data Available
No Recorded Data Ava-Iable
Depth of inundation
Plmary Hydrology Indicators
Inundated
Saturated In upper 12 Inches
Water Marl.s
Dnft Lines
Sediment Deposrts
Drainage Pattern
Crnena Met? YES X NO
WETLANJ?
YES
X
NO
~PSON CONSULTING - WETLAND DETER
6. TION DATA FORM
Date 09122104
File #
W
Det By PVCC
Plot # 2
x
Explain
NO
Hydrology
been slgnlficanlly dlsurbed?
VEGETATION
I Indicator I I Dominant SOeCIes
Status % Cover He,'uo~u"s Stratum
, I ITotal Cover 100%
FACW T 1 AloDecUruS DrafenS/s
I I I 2 Festuca arundmacea
I I I 3 AorostJs ssp
I I I 4 Chrysanthemum leucanthemum
I I 1 5
I I I 6
I I I 7
I I 8
j I I 9
I I I 10
I I I 11
I Indicator
I Status
I
I
I
I
I
I
I
j
I
I
I
I
40%
20%
40%
T
% Cover
FACW
FAG-
FAC
NL
66%
NO
SOILS
Drainage Class
On Hydnc SOils list?
SPD
YES
INC
Redox Concentrations'
Redox Depletions'
Texture
Structure
10YR 314 (fD2)
I not stlckv
I sbckv
I
I
IQranular
ISAB
I
v
^
Concrelions I Nodules (w I In 3", > 2 mm)
High orgamc content In surface ( In Sandy SOils)
Organic streakings (in Sandy 1>OIls)
Organic pan (In Sandy Salls)
Listed on Hydnc Soils List
Other
. abound ISlZe/contrast/colorllocatlon (matnx or pores/peas)
Aenal Photos
Other
Stream Gauge
Dept to Saturation
Depth to free water
Secondary Hydrology Indicators (2 or more reoUlred)
OXIdized Root Channels (upper 12")
Water-stained Leaves
X Local SOh Survey Data
FAC - Neutral Test
X Other Hvdroloov determined from Dnor determination, March 2004
Neighbor confirmed that wetland area IS satuated ari Winter
Prominent hummocks
DETERMINATION
Date Received:
Comments
l' lower than UD 1
MAK - ij LUnD
Original submIttal
PATRICK S. TI
\
PSON CONSULTING - WETLAND DETERf
',TION DATA FORM
County Lane
ProJecVContact Brandl-Drurv Delmeatlon
Plant Communrty PEMC wetland
Plot locatIon North end of westland, 70' SE of outbulldma
Do normal enViron conditIOns eXIst? YES X
Has vegelatJon Sod Hydrology
Explain
Dominant Soeaes
Tree Stratum
Total Cover 5%
1 Fraxmus la ofolIa
2
3
4
SaollnafShrub Stratum
Total Cover
1
2
3
4
5
Percent of Dominant Species that are OBL, FACW. FAC
Other Notable SpeCIes
Cntena Met? YES X
NO
I IndICator
I Status
I
I FACW
I
I
I
I
I
I
I
I
I
66%~
NO
Date ,09/22/04
Flle# W
Det By PtICC
Plot # 3
I Indicator
I Status
I
I FACW
I FAC-
I
I
I
I
I
I
I
I
I
Map Unit Name
Taxonomy
penora
Tvolc Haolaouolls
Depth
Honzon
Matnx Color
0-6"
6-18"
10YR 3/2
10YR3/2
Ao
A12
I
I
Hydnc SOil Indicators
x
Histosol
HIstlc Eplpedon
SulfidiC Odor
RedUCing ConditIOns (test posrtJve)
Gleyed
Redox Features (w /In 10")
entena Met?
YES X
NO
HYDROLOGY
Recorded Data
X
Field Data
Recorded Data AvaIlable
No Recorded Data Available
Depth of Inunoahon
Plmary Hydrology Indicators
Inundated
Saturated m upoer 12 mches
Water MarKS
DrrIl Lmes
Sediment Deposrts
Drainage Pattem
emena Met? YES X NO
WETLAND?
YES
x
NO
Explain
been Significantly dlsurbed?
VEGETATION
Dommant Soeaes,
% Cover Herbaceous Stratum
Total Cover 100%
5% 1 AloDeCUruS oratenSlS
2 Festuca arunrimacea
3
4
5
6
7,
8
9
10
11
SOILS
Drainage Class
On Hydnc Solis 1,st'7
_SPD
YES
INC
Redox Deplelions'
Texture
Redox Concentrabons'
10YR 3/4 IfD21
Aenal Photos
Dept to Saturallon
not sbckv
I sticky
I
loranular
ISAB
I
I
x
ConcretIons / Nodules (w 1 m 3", > 2 mm)
High organic content In surface ( In Sandy Salls)
Organic streakmgs (m Sandy Salls)
Organic pan (m Sandy SOils)
Usted on Hydnc SOils List
Other
. abound /slzelcontrastlcolornocatlon (matnx or pores/peds)
Stream Gauge
Other
Depth to free water
Secondary Hydrology Indicators (2 or more requrred)
_ OXIdized Root Channels (upper 12")
Water-stained Leaves
X Local SOil Survey Data
FAC - Neutral Test
X Other HvdroloQv determined frolT' onor determination March 2003
Neighbor confirmed that wetland area IS saruated all winter
(ant hills)
DETERMINATION
Comments
DQte Receiv€a:
MAR - 6 2008
Original Submittal
Structure
I
% Cover I
65% I
30% I
I
I
I
I
I
I
I
I
PATRICK S. TW '~SON CONSULTING - WETLAND DETERFr
\
TlON DATA FORM
County
ProJect/Contact
Plant Community
Plot locatJon
Do normal environ
Has vegetabon
Explam
lane
Brandt-Dru~ Delineabon
pasture and wooded casture
300' south of north prODeflY line
condJbons most? YES X
Soli
Date 9/22104
Flle# U
Det By PtlCC
Plot # 4
NO
Hydrology
Explam
been Significantly dlsurbed?
VEGETATION
Dominant SOOCles
T rea Stratum
Total Cover 0%
1
2
3
4
Saphna/Shrub Stratum
Total Cover 50%
1 Rubus discolor
2
3
4
5
I IndICator Dominant Soeaes I Indicator 1
Status % Cover Herbaceous Stratum I Status % Cover I
T alai Cover 50% I I
I 1 Festuca arundmacea I FAG- 50%
.2 AGrooyron reoons I FAC- T
I I 3 Ph/eum ora tense I FACU T
I I 4 I
I 5 I
I I 6 I
FACU- 50% I 7
I 8
I 9
I 10
11
Percent of Dommant Species that are OBl. FACW. FAC
Other Notable Species
entena Met? YES
0%)
NO
X
SOilS
Map Unrt Name
Taxonomy
Coburo-Urban land Comclex
Pachlc U~IC Arolxerolls
Drainage Class
On Hydnc SOils list?
MWD
No
INC
YES - Conse-
Depth Honzon Matnx Color
0-18" AP/A12 110YR 3/2
I I
I I
I I
Redox ConcerrtratJons'
Redox Depletions'
Texture
Structure
I shahtlv sbckv
I
I
ISAB
I
I
I
Hydnc SOli IndIcators
Hlstosol
HIsbc Eplpedon
SulfidiC Odor
RedUCIng ContirtlOns (test posmve)
Gleyed
Redox Features (w I m 10")
Concretions I Nodules (w ( m 3"; > 2 mm)
HIgh organic content In surface ( m Sandy SOIls)
Organic streakings (m Sandy SOIls)
Organic pan (m Sandy Solis)
listed on Hyd nc SOIls lIst
Other
Cntena Met?
YES
NO
X
. abound ISlZe/contrastlcclornocatJon (matnx or pores/peds)
HYDROLOGY
Recorded Data
y
Field Data
Recorded Data Available
No Recoroed Data Available
Aenal Photos
Stream Gauge
Other
Depth of Inundation
Deplto Saturation <1S"
Depth to free water
Plmary Hydrology Inarcators
Inunaated
Saturated In upper 12 Inches
Water Marks
Dnft Lines
Sediment Deposrts
Drainage Pattern
Cntena Met? y"S NO X
Secondary Hydrology Indicators (2 or more required)
OXIdIZed Root Channels (upper 12")
Water-stained Leaves
Local SOIl Survey Data
FAC - Neutral Test
Other
DETERMINA. TION
Date Received:
WETLAND?
YES
NO
X
Comments
Does not meet cntena
-mm - e-1tlDB
Original submittal
PATRICK S. TH
County lane
ProjectfContact Brandt-Drurv Delmeatlon
Plant Communrty PEMC/PFOC wetland
Plot locatJon 14' west of U06
Do nonnal enVIron condrtJons eXist?
Has yegetabon
Explam
YES
Soil
x
1S0N CONSULTING - WETLAND DETERH
Hydrology
NO
Dammant Soeaes
Tree Stratum
Total Cover 25%
1 FraxJnlls latIfol1a (25" diameter!
2
3
4
SaollnalShrub Stratum
T otaJ Cover
1 Rubus laC/malus
2
3
4
5
Percent of Dominant SpeCies that are OSLo FACW, FAC
Other Notable SpeCIes
Cntena Met? YES X
/Indicator
Status
FACW
I
I
FACU+ I
I
I
I
I
66%
NO
Map Unl! Name
Taxonomy
Peno ra
Tvolc Haolaouolls
Depth
Matnx Color
Honzon
0-6"
6-18"
Ao
A12
10YR 3/2
10YR3/2
Hydnc Soil Indicators
x
Hlstosol
HlstJc Ep,pedon
~ulfidlc Odor
Reducmg Condllions (test posrtJve)
Gleyed
Redox Features (w 1 m 10")
Cntena Met?
YES X
NO
Recorded Data
X
Field Data
Recorded Data Available
No Recorded Data Available
Depth of mundatlon
Plmary Hydrologv Indicators
Inundated
Saturated In uoper 12 mches
Water Marks
Dnft lines
Sediment Deposrts
Drainage Pattern
Cntena Met? YES X NO
WETUND?
YES
X
NO
nON DATA FORM
Date 09/22/04
Flle# W
Det By PtICC
Plot # 5
Explain
been Significantly dlsurbed?
VEGETATION
Dommant Species
% Cover Herbaceous Stratum
Total Cover 100%
25% 1 A1ooecuros oratensls
2 Fesluca aronrfmacea
3 Jllncus patents
4 Juncus effusus
5
6
T 7
8
9
10
11
I Indicator
I status
I
i FACW
I FAG-
I FACW
I FACW
I
I
I
i
j
I
I
% Cover I
I
65%
30%
T
T
SOILS
Drainage Class
On Hydnc Solis list?
SPD
YES
INC
Redox Concentrations'
75YR4/4 (cO2)
Aenal Photos
Dept to Saturation
Redox Deplebons'
Texture
Structure
not slIckv
I slickv
I
I
loranular
SAS
X
Concretions 1 Nodules (w f In 3", > 2 mm)
HlQh orgamc content In surface ( In Sandy Soils)
Orgamc streakmgs (In Sandy Salls)
Orgamc pan (m Sandy SOils)
listed on Hydnc Salls list
Other
. abound ISlze/contrastlcolornocatlon (matnx or pores/peds)
HYDROLOGY
Stream Gauge
Other
Depth to free water
Secondary Hydrology lnOlcators (2 or more reqUired)
OXld,zed Root Channels (upper 12")
Water-stamed leaves
X local Soil Survey Data
FAC - Neul;al Test
X OtfJer Hvdrobov determined from pnor determmatlon March 2003
Neighbor confirmed that wetland area IS satuated all winter
ant hills
DETERMINA nON
Comments
nata Received.
MAR - 6 2008
Original Submittal
Cou'lty
ProjectlContact
Plant Community
PlollocalJon
Do normal environ
Has vegetation
Explain
PATRICK S. TI-
Lane
Brandt-Drurv Delineation
oasture and wooded oasture
30' west of eastem property line
condillons eXIst? YES X
SOil
Qommant SP8CIes
T rea Stratum
Total Cover 0%
1
2
3
4
SaohnalShrub Stratum
Total Cover 60%
1 Rubus I aClmatus
2 Rubus procerus
3
4
5
Percent of Dommant Species that are OBL,.FACW, FAC
Other Notable Species
Cntena Met? YES
Map Unl! Name
Taxonomy
Depth
0-18"
Hydnc Soil Indicators
Cntena Met?
Recorded Data
X
Field Data
DlXonvllle-Philomath-Hazelalr Comolex
Pachlc U~IC ArolXerolls
Honzon
Matnx Color
AP/A12
110YR 3/2
I
I
I
Hlstosol
Hlsbc Eplpedon
SUtfidlC Odor
Reducing Condillons (test posruve)
Gleyed
Redox Features (w [In 10")
YES
NO
x
Recorded Data Available
No Recorded Data Available
Depth of inundation
PlmafY Hvdrology Indicators
Inundated
Saturated In upper 12 mches
Water Marks
Dnft Lines
Sediment Deposrts
Dramage Pattern
Cntena Met? YES NO X
WE:TLAND?
YES
NO
"SON CONSULTING - WETLAND DETERft
NO
Hydrology,
I Indicator
I Status
I
I
\
I
I
I
I
I
I
I
I FACU+ I
I FACU I
I I
I i
I I
25%
NO X
nON DATA FORM
Date 9[22104
Flle# U
Det By ptlCC
Plot # 6
I Indicator I I
I Status % eover I
I I I
I FAC I 10% I
I FAC- \ 30%
Explain
been Significantly dlsurbed?
VEGETATION
Dominant SDeCles
% Cover Herbaceous Stratum
Total Cover 40%
1 Amosbs SSP
2 Festuca arundmacea
3
4
5
6
20 7
40 8
9
10
11
SOILS
Drainage Class
On Hydnc Soils list?
MWD
No
INC
YES - Panther
Redox DepletJons'
Texture
Redox Concentrations'
Aenal Photos
iSAB
I shohtlv sbckv
I
I
I
Concrellons [ Nodules (w 1 In 3", > 2 mm)
High organIC content In surface ( In Sandy Soils)
Organic streaKings (m Sandy Soils)
Organic pan (In Sandy Soils)
Listed on Hydnc SOils List
Other
. abound ISlze[contrastlcclorncv-..abon (matrIX or pores/peds)
HYDROLOGY
Stream Gauge
Other
Dept to Saturalion <18'
Depth to free water
x
Secondary Hydrology Indicators (2 or more reoUlred)
OXIdized Root Channels (upper 12")
Water-stained Leaves-
Local SOil Survey Data
FAC - Neutral Test
Other
Structure
Date Received:
DETERMINATION
Comments
Does not meet crrtena
MAR - 6 200~
Original submittal
PATRICK S. n
County Lane
ProJect/Contact Brandt-Drurv DelineatIon
Plant Communrty PEMC wetland
Plot locatJon 1 S' north of Uo 8
Do normal enVIron conditions eXIst? YES
Has vegetabon Soli
Explain
Dominant Soeaes
Tree Stratum
Total Cover 25%
1 Fraxmus (atffol,a (25" dIameter!
2
3
4
SaohnolShrub Stratum
Total Cover
1 Rubus I aOn/alus
2 Rubus proceros
3
4
5
Percent of Dominant Speaes that are OSl, FACW, FAC
Other Notable SpeCies
Cntena Met? YES X
Map Unrt Name
Taxonomy
Penara
TVDIC HaD1aauolls
Depth
Honzon
Matnx Color
G-2"
2-18"
lAp
IA12
i -
I
10YR 3/2
110YR3/1
I
Hydnc Soli IndIcators
X
HIstosol
Hlsbc Eplpedon
SulfidiC Odor
RedUCIng CondrtJons (test posrtJve)
Gleyed
Redox. Features (w Iln 10")
Crrtena Met?
YES X
NO
Recorded Data
X
FIeld Data
Recorded Data Available
No Recorded Data Available
Depth of Inundation
Plmary Hvdrology Indicators
Inundated
- Saturated In upper 12 Inches
Water Marts
Dnft Lmes
SedIment Depos,ts
Drainage Pattern
Cmena Met? YES X . NO
WETLP.N:)?
YES
x
'~O
PSON CONSULTING - WETLAND DETERf
,TION DATA FORM
X
NO
Hydrology
Date 09/22/04
Flle# W
Det Sy PtlCC
Plot # 7
Explain
been SIgnificantly dlsurbed?
VEGETATION
I Indicator I I Dommant SpeCIes
Status % Cover! Herbaceous Stratum
-, I Total Cover 60%
I FACW 25% 1 Alopecurus aratenSJs
2 Fesluca arondmacea
I 3
I 4
I I ~
I FACU+ I T 7
: FACU IT:
I I 10
I I 11
66%
NO
SOILS
Drainage Class
art Hyd'1c Salls list?
SPD
YES
INC
Redox Depletions'
Structure
Redox ConcentratJons'
T exlure
110YR4/6 and 7 5YR4/4 (mD2)
I
I
Aena! Photos
Dept to Saturation
I not shoo
I shoo
\
I
laranular
ISAS
I
x
Concrelions I Nodules (w Iln 3", > 2 mm)
High organic content In surface ( In Sanoy Solis)
Organic streakings (In Sandy Salls)
Organic pan (In Sandy Soils)
listed on Hydnc SOils List
Other
. abound ISlZe/contrasVcolornocalion (matrIX or pores/peds)
HYDROLOGY
STream Gauge
Other
Depth to free ",aler
SecondarY Hydrology Indicators (2 or more reqUIred)
OXIDIZed Root Channels (upper 12")
Water-stained leaves
X local SOil Survey Data
FAC - Neutral Test
Y Other _Hvdroloov determmed Ircm anor determmatron March 2004
Neighbor confirmed inat wetlana aree IS satuated all winter
ant hills
DETERM!NA TION
Comments
Date Received:
l' lower than Up 8
MAR - 62008
Original Submittal
I Indicator I I
I Status % Cover
I I
FACW I 70% I
FAG- 30% I
I I
1
I
I
I
PATRICK S. n
?SON CONSULTING . WETLAND DETERfI
nON DATA FORM
Courny Lane
Project/Contact Brandt-Drurv Delineation
Plant Community pasture and wooded pasture
Plot location 60' Illest of eastern proDertv lIne, near base of slaDe
Do normal environ COndrtlonS eXist? YES X NO
Has vegetatIOn SOIl Hydrology
ExplaIn
Dommant Soecles
Tree Stratum
Total Cover
20%
Fraxmus latrfolia (25" diameter)
COMUS comuta
1
2
3
4
SaohnalShru!> Stratum
Total Cover 70%
1 Ru!>us proceros
2 Rubus lacmiatus
3
4
5
Percent of DomInant Species that are OBL. FACW, Fl\C
Other Notable Species
Cntena Met? YES
Date 9/22/04
Flle# U
Det By PtlCC
Plot # 8
Explain
been Significantly dlsurbed?
VEGETATION
Indicator
Status
I FACW
I FACU
i
I
I
I I
I FACU I
i FACU+
I I
I ,
I I
33<1~
NO X
Map Unrt Name
Taxonomy
DlxonVIIle-Phllomalh-Hazelalr Comolex
Pachlc Oltlc ArOlxeroUs
Depth
Honzon
Matnx Color
0-18"
IAPIA12
I
I
I
10YR 312
Hydnc Solllncllcaton;
Hlstosol
HlstlC Ep.pedon
SulfidiC Door
RedUCIng Condrtlons (lest poSITive)
Gleyed
Redox Features (w Iln 10")
Cntena Met?
YES
NO
X
Pecorded Data
X
f=,eld Data
Recorded Data Available
No Recorded Data Avalla!>le
Deptr of Inundation
PlfTlary Hydrology Indicators
Inundated
Saturated In upper 12 Inches
Water Marks
Dnft Unes
Sediment DepOSits
Drainage Pattem
CoTene Met? YES NO X
WETL<\ND?
YES
NO
I Dominant SpeCIes
% Coverl Herbaceous Stratum
ITotal Cover' 30%
20% 1 Hvoochaens raa/cata
T 2 Festuca arunamacea
3
4
5
6
70% 7
T 8
9
10
11
Indicator
Status
I
% Cover
FACU
FAC-
T
30%
SOILS
Drainage Class
On HydriC SOils list?
MWD
No
INC
Redox Concentrations'
Redox Deplellons'
Aenal Photos
INot sticky
I
,
I
Concretions I Nodules (w Iln 3". ~ 2 mm)
High organic conte<t. In surface ( In Sandy Salls)
Organic streakings (m Sandy SOils)
Organrc pan (In Sandy SOlls)-
Listed on Hydnc Salls List
Other
Texture
YES - Panther
Structure
I Fnable
I
I
I
. abound ISlze/contrastJcolor/locallon (matnx or pores/peds)
HYDROLOGY
Stream Gauge
Dept to Saturation <18"
x
Deptn to free water
Secondary Hydrology Indicators (2 or more reqUired)
OXidized Root Channels (upper 12")
Wate,-slamed Leaves
Local 5011 Survey Data
FAG - Neutral Test
Otner
DETERMINATION
Comments
Does not meet cr"Jtena
Other
Date Received:
MAR - 6 2008
Original Submittal
ArlHl~ACHYIE~rl' B
Date Received:
MAR ~ 6 2008
Original Submittal
page 1 ot L
PRELIMINARY LOCAL CLIMF~TOLOGICAL DfI.TA
CXUS55 KPQR 011136
CF6EUG
PRELIMINARY LOCAL CLI~~TOLOGICAL DATA (WS FORM : F-6)
STAT ION: EUGENE
MONTH :, j SEPTEMBER
YEAR: 2004 .J
LATITUDE: 44. 7 N
LONGITUDE: 123 13 W
TEMPER.:L\.TORE IN F: :PCPN: SNOW: IHND :SUNSHINE: SK'Y :PK WHD
1 2 3 4 5 6A 6B 7 8 9 10 11 12 13 14 15 16 17 18
AVG MX 2MIN
DY M..:L\.X MIN AVG DEP HDD CDD WTR SNW DPTH SPD SPD DIR MIN PSBL s-s WX SPD DR
1 74 48 61 -4 4 0 0.20 1'1 0 7.7 17 290 1'1 M 5 18 20 280
2 67 47 57 -8 8 0 0,61 1'1 0 4.6 32 330 1'1 1'1 6 1238 38 340
3 74 48 61 -3 4 0 0.00 1'1 0 4.3 12 30 1'1 1'1 4 128 15 40
4 74 48 61 -3 4 0 T 1'1 0 6.5 15 20 1'1 1'1 6 1 18 10
5 78 45 62 -2 3 0 0.00 0.0 0 10.7 23 360 1'1 1'1 0 1 25 360
6 81 48 65 1 0 0 0.00 0.0 0 6.4 15 30 1'1 1'1 0 21 350
7 81 46 64 0 1 0 0.00 1'1 0 4. 7 12 40 i'1 1'1 0 18 17 350
8 81 47 64 0 1 0 0.00 0,0 1'1 3.7 16 230 1'1 1'1 0 20 230
9 71 52 62 -1 3 0 0.00 0.0 0 5.2 13 20 1'1 1'1 5 18 15 20
10 84 47 66 3 0 1 0.00 0.0 0 7.2 16 240 1'1 1'1 3 18 21 250
-
11 71 58 65 2 0 0 0.01 0.0 0 5.1 15 200 lvJ 1'1 10 1 18 220
12 71 47 59 -4 6 0 T 1'1 0 4.7 17 220 lvJ lvJ 5 1 18 240
13 72 56 64 1 1 0 0.10 0.0 0 11. 2 23 270 1"1 1'1 7 1 28 2/0
14 73 50 - 62 0 3 0 T 0.0 0 6.9 16 250 !vI lvJ 6 -20 250
15 73 56 65 3 0 0 0,04 0.0 0 8.8 18 240 lvJ 1'1 7 1 22 240
IE 72 50 61 -1 4 0 T O.G 0 7.8 20 260 lvJ 1'1 8 22 260
17 62 50 56 -6 9 0 0,29 0.0 0 9.9 21 240 1'1 1'1 9 1 25 240
18 59 50 55 -6 10 0 0.60 0.0 0 13.0 26 180 1'1 1'1 8 1 29 190
19 61 45 53 -8 12 0 0.22 I'1 0 5.3 22 320 lvJ 1'1 8 1 24 320
20 68 42 55 -6 10 0 0.00 0.0 0 3.8 9 340 1'1 1'1 4 1 10 340
21 70 38 54 -6 11 0 0.00 0.0 0 4.6 15 20 1'1 1v1 1 1 17 30
22 74 42 58 -2 7 '0 0.00 0.0 0 3.2 12 10 1'1 1'1 0 1 14 20
23 76 46 61 1 4 0 0.00 0.0 0 5.0 14 20 1'1 1'1 " 12 17 340
~
24 75 . 47 61 1 4 0 0.00 0.0 0 2.8 10 30 1'1 1'1 4 128 13 30
25 67 50 59 0 6 0 0.00 0.0 0 5.5 14 220 I'1 1'1 9 12 16 210
26 70 48 59 0 6 0 0.00 0.0 0 4.4 13 40 lvJ 1'1 7 12 16 30
27 73 47 60 1 5 0 0.00 0.0 0 4.7 12 30 M 1'1 6 1 ,,~ 15 30
_Lb
28 79 48 64 6 1 0 0.00 0.0 0 5.1 14 220 1'1 lvJ 4 12 15 220
29 62 s.0- 58 0 7 0 0.00 0.0 0 3.5 9 180 M Lv[ 9 1 10 180
30 67 45 56 ..; 9 0 0.00 0.0 0 4.6 14 20 1'1 1'1 6 1 ],,7 20
31'1 2160 1444 143 1 2.07 0.0 180.9 M 149
AV 72.0 48,1 6.0 FASTST PSBL 9. 5 MF..X (MPH)
0
MISC ----> 32 330 38 340
Date Received:
NOTES:
# LAST OF SEVEKIl...L OCCLTRRENCES MAR - 6 2008
COL'Jl"lN 17 PEAK vJIND IN l"'..P.n.
http://V\7V\'W.ocs.orst.edu/pub_ftp/climate_datal daily Ilcd/eugene/eug0904. b..i Original Submittal
10/13/04
.L "6...... ~ VL -..
PRELIMINARY LOCAL CLI~~.TOLOGICAL DATA (WS FOlli1: F-6) f PAGE 2
STATION: ~~
MONTH: \ SEPTEMBER \
YEAR: ~
LATITUDE: 44 7 N
LONGITUDE: 123 13 W
[TEMPERATURE DATA]
-
[PRECIPITATION DATA]
AVERAGE MONTHLY: 60.1
DPTR FM NORMAL: -1.6
HIGHEST: 84 ON 10
LOWEST: 38 ON 21
TOTAL FOR MONTH: 2.07 1
DPTR FM NOm~L: 0.53 2
GRTST 24HR 0.70 ON 18-19
3
SNOW, ICE PELLETS, HAIL 4
TOTAL MONTH: 0.0 INCH 5
GRTST 24HR 0.0 6
GRTST DEPTH: 0 7
[NO. OF DAYS WITH] [WEATHER - DAYS WITH]
MAX 32 OR BELOW: 0 0.01 INCH OR-MORE: 8
MAX 90 OR ABOVE: 0 0.10 INCH OR MORE: 6
MIN 32 OR BELOW: 0 0.50 INCH OR MORE: 2
MIN 0 OR BELOW: 0 1.00 INCH OR HORE: 0
[HOD (BASE 65)
TOTAL THIS MO. 143 CLEAR (SCALE 0-3) 8
DPTR FM NOPJ1...zu, 28 PTCLDY (SCALE 4-7) 15
SEASONAL TOT].\.I, 163 CLOUDY (SCALE 8-10) 7
OPTR FM NORl':LI\L -28
[CDD (BASE 65)
TOTAL THIS MQ, - 1
DPTR FL1 NORlvIP-.I, -31 [PRESSURE DATA]
SEASONAL TOTAL 329 HIGHEST SLP 30.39 ON 21
DPTR FM NORM.I\L 88 LOVJEST SLP 29.72 ON 18
[REr-'JARKS]
# FHL.zu,#
SYMBOLS OSED IN COLUMN 16
8
9
X
FOG
FOG REDUCING VISIBILITY
TO 1/4 MILE OR LESS
THUNDER
ICE PELLETS
HAIL
GLAZE OR RIME
BLOWING DUST OR S~D:
VSBY 1/2 MILE OR LESS
SMOKE OR HAZE
BLOWING SNOW
TORNADO
Please note that this lnformation lS p~eliminary and unofficial.
Officlal and certlIled climatologlcal data can be accessed at:
National Climatic Data Center
Date Received:
MAR - 6 2008
Original Submittal
10/13/04
http://vv'\'vw,ocs.orst.edulpub_ftp/climate _ dataldailyllcd/eugene/eug0904. tx:t
[TEMPERATURE DATA]
AVE~~GE MONTHLY: 45.2
DPTR ~M NORMAL: 5.4 ,
HIGHEST: 61 ON 23
LOWEST: 29 ON 1@
MONTH: -~ANU~Ri\
YEAR: , 2003 ~
LATITUDE:~ 44 7 N
LONGITUDE: 123 13 W
[PRECIPITATION DATA]
TOTAL FOR MONTH: 6.67
DPTR FM NORMAL: -0.98
GRTST 24HR 1,03 ON 29-30
SNOW, ICE PELLETS, HAIL
TOTAL MONTH: 0.0 INCH
GRTST 24HR 0.0
GRTST DEPTH: 0
[NO. OF DAYS WITH] [WEATHER - DAYS WITH]
MAX 32 OR BELOW: 0 0.01 INCH OR MORE: 16
VlAX 90 OR F.BOVE: 0 0.10 INCH OR MORE: 12
MIN 32 OR BELOW: 7 0.50 INCH OR MORE: 6
MIN 0 OR BELOW: 0 1.00 INCH OR MORE: 0
[HDD (BP.SE 65)
TOTAL THIS MO. 606 CLEAR ( SCALE 0-3) 2
DPTR FM NO~TvL'U, -163 PTCLDY (SCALE 4-7) 9
SEASONF..L TOTAL 2438 CLOUDY ( SCALE 8-10) 20
DPTR H1 NORM.A.L -266
[CDD (BASE 65)
TOTAL THIS MO.
DPTR FM NORl"iAL
SEASONAL TOTAL
DPTR FM NO~II1AL
o
o
o
o
[PRESSURE DP.TA]
HIGHEST SLP 30.48 ON 5
LOWEST SLP 29.84 ON 22
Page 2 at 2
SYMBOLS USED IN COLUMN 16
1 FOG
2 FOG REDUCING VISIBILITY
TO 1/4 MILE OR LESS
3 THUNDER
4 ICE PELLETS
5 HAIL
6 GLAZE OR RIME
7 BLOWING DUST OR SN~D:
VSBY 1/2 MILE OR LESS
8 = SMOKE OR HAZE
9 BLOWING SNOW
X = TORNADO
http://vVVl'w.ocs.orst.edu/pub_ftp/climate_ dataJdaily Ilcd/eugene/eugO 1 03 .txt
#,
Date Received:
MAR - 6 2008
Original Submittal
10113/04
(TEMPER~TORE DATA]
AVERAGE MONTHLY: 42.5
DPTR FM NORMAL: -0.3
HIGHEST: 59 ON 14
LOWEST: 25 ON 9, 8
Page 2 of 2
L:::T':~2~; ....
(PRECIPITATION DATA]
TOTAL FOR MONTH: 2.79
DPTR FM NORMAL: -3.56-
GRTST 24HR 1.02 ON 16-17
SNOW, ICE PELLETS, HAIL.,
TOTAL MONTH: 0.0 INCH
GRTST 24HR 0.0
GRTST DEPTH: 0
(NO. O? DP.YS WITH] (WEATHER - DAYS WITH]
MAX 32 OR BELOW: 0 0.01 INCH OR MORE: 14
MAX 90 OR ABOVE: 0 0.10 INCH OR MORE: 7
MIN 32 OR BELOW: 13 0.50 INCH OR HORE: 2
1'1IN 0 OR BELOW: 0 1. 00 INCH OR HaRE: 0
(HOD (BASE 65)
TOTAL THIS MO. 621 CLEAR ( SCALE 0-3) 7
DPTR FM NORMAL 6 PTCLDY ( SCALE 4-7) 11
SEASONAL TOTAL 3059 CLOUDY ( SCALE 8-10) 10
DPTR FM NORMAL -260
(COD (BJI.SE 65)
TOTAL THIS MO.
DPTR FM NORI\1AL
SEASOKAL TOTAL
DPTR FM NORlvL~L
o
o
o
o
[ REM..n.RKS ]
[PRESSURE DATA]
HIGHEST SLP 30.45 ON 3
DOWEST SLP 29.69 ON 13
SYMBOLS USED IN COLUMN 16
1
2
FOG
FOG REDUCING VISIBILITY
TO 1/4 MILE OR LESS
THUNDER
ICE PELLETS
HAIL
GLAZE OR RIME
BLOWING DUST OR SAND:
VSBY 1/2 MILE OR LESS
SMOKE OR HAZE
BLOWING SNOW
TORNADO
3
4
5
'6
7
8
9
X
Date Received:
MAR - 6 2008
Original Submittal
http://v,-y.. W.ocs.orst.edulpub _ ftp/climate_data/dai1y,1cd/eugene/eug0203.txt
10/13/04
[TEMPERATURE DATA]
AVERAGE MONTHLY: 49.2
DPTR FM NOPJ~L: 2.9
HIGHEST: 78 ON 30
LOWEST: 32 ON 2
----
~MONTE:
lYEAR:
~I .L l'U[)c, :
LONGITUDE:
[PRECIPITATION DATA]
TOTAL FOR MONTH: 5.68 1
DPT~ F~ NORMAL: -0.12 2
GRTST 24HR 0.84 ON 7- 7
3
SNOW, ICE PELLETS, HAIL 4
TOTAL MONTH: 0.0 INCH 5
GRTST 24HR 0.0 6
GRTST DEPTH: 0 7
[NO. OF DAYS WITH] [WEATHER - DAYS WITH]
M.~ 32 OR BELOW: 0 0.01 INCH OR MORE: 25
MAX 90 OR ABOVE: 0 0.10 INCH OR MORE: 15
MIN 32 OR BELOW: 1 0.50 INCH OR HORE: 4
HIN 0 OR BELOW: 0 1. 00 INCH OR HORE: 0
[HOD (BASE 65)
TOT]>~L THIS L'10. 484 CLEAR ( SCALE 0-3) 2
DPTR FIvI NORL"lAL -80 PTCLOY ( SCALE 4-7 ) 14
SEASONAL TOTAL 3543 CLOUDY ( SCJlJ,E 8-10) 15
DPTR FH NORMFJ, -340
[COD (BASE 65)
TOTJl~L THIS L'10.
DPTR FlvI NOP.,J\1AL
SEASONJlJ, TOTJl~L
DPTR FM NORMAL
[RE]\1ARKS]
o
o
o
o
[PRESSURE DATA]
HIGHEST SLP 30.48 ON 28
LOWEST SLP 29.28 ON 14
Page 2 0[2
;1ARC~ ~
2000
44 7 N
123 13 W
SYHBOLS USED IN COLU~~ 16
8
9
X
FOG
FOG REDUGING VISIBILITY
TO 1/4 MILE OR LESS
THUNDERe
ICE PELLETS
HAIL
GLAZE OR RIME
BLOWING DUST OR S~~D:
VSBY 1/2 MILE OR LESS
SMOKE OR HAZE
BLOWING SNOW
TORNADO
Date Received:
MAR - 6 2008
Original Submittal
http:/h~.rww.ocs.orstedu/pub _ ftp/dimate_dataldaily'1cdJeugene/eug0303.t\.i
10/13/04
_ . ~~e 'i,' f ~ -"',~ t~ - ~
.:--c,,"":: "f;;, ~ ~
PRELIMINARY LOCAL CLIl~~TOLOGICAL DATA (WS FOm~: F-6)
1
TEMPERATURE IN F:
~~"I >;" :;l.
5 6A 68
_ .:PCPN:
SNOW: ,WIND
STATION:
MONTH:
YEAR:
LATITUDE:
LONGITUDE:
EUGENE
--APRILl
2003 \
--;[4 7 N
123 13 W
: SUNSHINE: SKY
Page 10f2
....;' ~ ~~
" '
., : PK WND
--~-----------------------------------------------------------~-----------------
------------~---------------------------------------------~---------------------
2
3
4
DY MAX MIN AVG DEP HOD COD
WTR
7
8 9 10 11 12 13 14 15 16
'AVG MX 2MIN
SNW DPTH SPq,SPD DIR MIN PSBL S-S VI'X
17 18
======================================~=========================================
SPD DR
1 52
2 49
3 51
4 _ ,50
5 47
6 56
7 63
8 69
9 61
10 56
11 63
12 60
13 59
14 58
15 55
16 57
17 56
18 57
19 64
20 63
21 54
22 52
23 54
24 54
25 53
26 56
-27 6'3
28 57
29 64
30 64
39
37
37
,38-,
37
38
46
47
46
49
48
46
40
39
44
44
42
38
37
42
46
44
41
37
35
39
36
46
41
42
46
43
44
44
42
47
55
58
54
53
56
53
50
49
50
51
49
48
51
53
50
51
48
46
44
48
50
52
53
53
-2
-5
-4
-4
-6
-2
6
9
5
4
7
4
1
o
o
1
-1
-2
1
3
-1
o
-3
-5
-7
-3
-1
o
1
1
19
22
21
21
23
18
10
7
11
12
9
12
15
16
15
14
16
17
14
12
15
14
17
19
21
17
15
13
12
12
o 0.06
o 0.04
o 0.42
o 0.25
o 0.39
o 0.07
o 0.04
o T
o 0.01
o 0.13
o 0.53
o 0.74
o 0.03
o 0.02
o 0.14
o 0.16
o
o
o
o
o
o
o
o
o
o
o
o
o
o
0.13
T Lv!
0.00 0.0
0.71 M
0.13 M
0.00 0.0
1. 08 i'1
0.11 M
0.16 M
0,02 M
0.00 ' -0.0
0.03 M
0.22 N
0.00 0.0
M
M
M
M
M
M
M
M
M
1'1
r~
M
M
M
1'1
M
H
M 11.2
M 15.0
M 10.8
H 4.5
M 12.8
M 9.4
H 8.8
M 9.3
o 4.4
H 6.3
1'1 5.9
H 6,0
l'1 7.9
M 10.4
r>1 6.2
r":1 4 . 6
l'1 8.7
M 3,7
M 5.4
M 6.2
1'1 3.0
o 5.3
o 7.7
1'1 8.7
M 5.4
M 11. 7
M 7.2
I~ 5. B
IVi 4 . 7
1":1 5.1
29 230
24 180
25 210
15 360
21 180
22 170
16 240
20 270
10 270
14 230
15 180
17 250
25 250
21 190
14 190
13 260
21 280
9 350
12 220
16 270
12 300
14 150
26 210
22 220
35 220
26 200
15 350
13 10
24 200
12 290
M
M
M
M
1'1
M
M
M
M
1'1
H
1v1
M
1'1
H
1'1
l'1
M
NI
M
M
1'1
1'1
Lv!
1'1
1'1
M
11
1'1
1:-1
1'1
H
M
M
M
M
M
M
M
M
H
!vi
M
M
N
M
I'1
M
Lvi
M
M
M
1'1
!:-1
M
M
M
r1
LVi
1'1
9
7 3
8 1
9 1
9 1
7
8
4
8
10 1
9 1
9 13
6
6
9 1
9 1
9 1
5
1
8 1
10 is-
7
10 1
6
8 125
6
4 12
5
6 13
6
35 240
29 180
30 210
21 340
24 180
25 180
22 180
23 260
13 270
15 170
17 180
21 250
29 240
24 190
M M
16 270
24 250
10 350
13 240
18 260
13 350
17 160
31 190
25 210
46 220
32 200
18 350' "
15 10
26 210
16 220
=============================================~==================================
SM 1723 1241
459
o 5.62
0.0 222.1
11
218
==========================================================~=====================
p_V57.441.4
7. 4 F<~STST PSBL
MISC ----> 35 220
9-
o
7
================~===============================================================
M.."0~ (MPH)
46 220
NOTES:
# LAST OF SEVEP~L OCCURRENCES
COLUMN 17 PEAK WIND IN M.P.H.
PRE~IMINARY LOCAL CLI~~TO~OGICP.~ DATA (WS FOm":1: F-6) , PhGE 2
STp.TION: EUGENE
l'1()r~TH: F.PRIL
http://W\\'W.ocs.orst.edu/pub_ftp/climate_ datal daiIy/lcdleugene/eug0403. txt
Date Received:
MAR - 6 2008
Original Submittal
10/13/04
..... ~. ..~ ~..' / R ~....... ""'}" ;:$-..ry... '
[TEMPERATURE DATA]
AVERAGE MONTHLY: 49.4
DPTR FM NORV~L: -0.4
HIGHEST: 69 ON 8
LOWEST:'" 35 ON 25"';,' , "
[NO. OF DAYS WITH]
K~ 32 OR BELOW: 0
K~ 90 OR ABOVE: 0
MIN 32 OR BELOW: 0
MIN 0 OR BELOW: 0
[HOD (BA'SE 65)
TOTAL THIS MO. 459
DPTR FM NORMAL 16
SEASONAL TOTAL 4002
OPTR FM NORV~L -324
[COD (BASE 65)
TOT1\.L THIS L~O.
DPTR FI'1 NORMAL
SEASONAL TOTAL
OPTR FM NORHP-.L
,. 0
o
o
o
[REMARKS]
......";
,. '''.f
.t'age L or .!.
- ~u~ k~!.:,,~<'<\~\ .- -+-!. l~'"
4rrrl-lOO~ ,.
YEAR: 2003
LATITUDE: 44 7 N
LONGITUDE: 123 13 W
SYMBOLS ,USED IN COLUMN 16
1 = FOG
2,= FOG REDUCING VISIBILITY
TO 1/4 MILE OR LESS
3 THUNDER ,-.".".-,'
4 ICE PELLETS
5 HAIL
6 '= GLAZE OR RIME
7 BLOWING DUST OR SAND:
VSBY 1/2 MILE OR LESS
SHOKE OR HAZE
BLOWING SNOW
TORNADO
'-I ~ 1 1~ ~ ~ ~ ~ 0... ~
Date Received:
MAR - 6 2008
Original Submittal
http://VNv\v.ocs.orst.edulpub_ftp/climate_data!daily/lcd/eugene/eug0403.Th.'1
[PRECIPITATION DATA]
TOTAL FOR MONTH: 5.62
DPTR FM NORMAL: 1.96
GRTST 24HR 1.15 ON 23-24
SNOW, ICE PELLETS, HAIL
, TOTAL MONTH: 0.0 INCH
GRTST 24HR 0.0
" ,""
GRTST DEPTH: 0
8
[WEATHER - DAYS WITH] 9
X
0.01 INCH OR MORE: 24
0.10 INCH OR Lv!ORE: 15
0.50 INCH OR MORE: 4
1.00 INCH OR HORE: 1
CLEAR (SCALE 0-3) 1
PTCLDY (SCALE 4-7) 13
CLOUDY ( SCF_LE 8-10) 16
[PRESSURE DATA]
HIGEEST SLP 30.26 ON 18
LOWEST SLP 29.56 ON 12
1O/13i04
Ar_1Hl'AC}IME~rl' C
Date Received:
MAR - 6 2008
Original Submittal
~
~...--- 4;: .- J..~
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& ,;:..:!;;~,~.~: ~ ~ '~;..~-~~~~~
, _!::';?~(r ~
~-
Photo 1 - Looking south toward wetland from north side of property. Blackberries on the north
side of the wetland, looking across the pasture area wetland into the forested wetland. The steep
hillside is notIceable in the background.
Ch&ige2'
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Photo 3 (Above) - Shows the western property line
(fence) where the wetland extends off site. Adjacent
wetlands are slIghtly lower and have a longer hydro-
period than wetlands on the subject property.
Photo 4 (Left) - Looking north across the wetland
toward the apartment on the subject property
Wetland/upland boundary is at approximately the
blackberry hne
Uate R~cerved
MAR
6 2008
->llg/rlRI &ubmlttat