HomeMy WebLinkAboutApplication APPLICANT 3/24/2010
:City of Springfield
Development Services Department
225 Fifth Street
Springfield, OR 97477
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Land Division Tentative Plan
Partition, Subdivision
A licant Name: Andrea McKinne Trustee
Phone: 541-746-2543
Fax:
Address:
PO Box 1352 S rin field OR 97477
A licant's"Re.: Renee Clou h, PE PLS AICP
Phone: 541-746-0637
Fax: 541-746-0389
Address:
310 5th Street S rin field, OR 97477
Owner: Same as a Iicant
Phone:
Fax:
Address":"
ASSESSOR'S MAP NO: 17-02-34-44
TAX LOT NO S 1201
Address: 6595 Main Street
Size of Pro e
17,811
Acres 0 S uare Feet [2J
Pro osed Name of Subdivision:
Description of If you are filling in this form by" hand, please attach yOur proposal description to this application"
Pro 05al: Two arcel artition to se arate the existin four- lex from the existin sin Ie fami! residence
Existin Use: Multi-famil
8905
: 12" dujacre
riate box on the next
Associated A Iications:
Pre-Sub Case No.: P rt JOI D
Reviewed b
Case No.:
A lication Fee: ~ -00
TOTAL FEES: S~~-OU
Date:
Technical Fee:
PRE-SUBMITTAL fRR!OJECT NUMBER:
MAR 2 4 2010
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Owner Signatures
This application form is used for both the required pre-submittal meeting and subsequent
complete application submittal. Owner signatures are required at both stages in the application
process.
An application without the Owner's original signature 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. If the applicant is not the
owner, the owner hereby grants permission for the applicant to act in his/her behalf.
I/we do hereby acknowledge that I/we are legally responsible for all statutory
timelines, information, requests and requirements conveyed to my representative.
Owner: ~ ^ l~
'_~~~ /';OA{, ;17u.1.lln.~ Date: 2--~ -\Q
Signature' 4
Andrea McKinney -r ,. \
J oru",..".1l..
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 jf 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:
Date:
Signature
Andrea McKinney
Print
PRE-SUBMITTAL REC'O
MAR 2 -4 2010
Revised 11.19.09
2 of 10
Land Division Tentative'Ubmittal Requirements chetlist
NOTE:
. ALL of the following items MUST be submitted for BOTH Pre-Submittal and Submittal.
. If you feel an item on the list below does not apply to your specific application, please
state the reason why and attach the explanation to this form.
[8J
[8J
[8J
[8J
[8J
[8J
[8J
N/AO
N/AO
[8J
Application Fee - refer to the Development Code Fee Schedule for the appropriate fee
calculation formula. A copy of the fee schedule is available at the Development Services
Department. Any applicable application, technology, and postage fees are collected at the
pre-submittal and submittal stages.
Land Division Tentative Application Form
Narrative explaining the purpose of the proposed development, the existing use of the
property, and any additional information that may have a bearing in determining the
action to be taken.
Copy of the Deed
Copy of a Preliminary Title Report issued within the past 30 days documenting
ownership and listing all encumbrances.
Copy of the Land Division Plan Reduced to 8'h"x 11", which will be mailed as part of
the required neighboring property notification packet.
Right-of-Way Approach Permit Application provided where the property has frontage
on an Oregon Department of Transportation (ODOT) facility.
Three (3) Copies of the Stormwater Management System Study with Completed
Storm water Scoping Sheet Attached - The plan, supporting calculations, and
documentation must be consistent with the Engineering Design Standards and Procedures
Manual.
Three (3) Copies of the Traffic Impact Study prepared by a Traffic Engineer in
accordance with SDC 4.2-105 AA. Traffic Impact Studies (TIS) allow the City to analyze
and evaluate the traffic impacts and mitigation of a development on the City's
transportation system. In general, a TIS must explain how the traffic from a given
development affects the transportation system in terms of safety, traffic operations,
access and mobility, and immediate and adjoining street systems. A TIS must also
address, if needed, City, metro plan and state land use and transportation policies and
objectives.
Seven (7) Copies of the Following Plan Sets for Pre-Submittal OR
Eighteen (18) Copies of the Following Plan Sets for Submittal
[8J All of the following plans must include the scale appropriate to the area involved
and sufficient to show detail of the plan and related data, north arrow, and date of
preparation.
[8J All plan sets must be folded to 8112" by 11" and bound by rubber bands.
a. Site Assessment of Existing Conditions
[8J Prepared by an Oregon licensed Landscape Architect or Engineer
[8J Vicinity Map
PRE-SUBMITTAL RECIO
MAR 2 4 2010
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l2:J The name, location, and dimensions of all existing site features including buildings,
curb cuts, trees, and impervious surface areas, clearly indicating what is remaining and
what is being removed. For existing structures to remain, also indicate present use
and required setbacks from proposed property lines.
N/A DThe name, location, dimensions, direction of flow and top of bank of all watercourses
and required riparian setback that are shown on the Water Quality Limited Watercourse
Map on file in the Development Services Department
N/ A D The lOO-year floodplain and floodway boundaries on the site, as specified in the latest
adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter of Map Amendment
or Letter of Map Revision
l2:J The Time of Travel Zones, as specified in SDC 3.3-200 and delineated on the Wellhead
Protection Areas Map on file in the Development Services Department
l2:J Physical features including, but not limited to trees 5" in diameter or greater when
measured 4 V2 feet above the ground, significant clusters of trees and shrubs, riparian
areas, wetlands and rock outcroppings
l2:J Soil types and water table information as mapped and specified in the Soils Survey of
Lane County. A Geotechnical Report prepared by an Engineer must be submitted
concurrently if the Soils Survey indicates the proposed development area has unstable
soils and/or a high water table
b. Land Division Tentative Plan
l2:J Prepared by an Oregon licensed Land Surveyor
N/A D City boundaries, the Urban Growth Boundary, and any special service district
boundaries or railroad right-of-way which cross or abut the proposed land division
l2:J Location and width of all existing and proposed easements on and abutting the
proposed land division
l2:J Boundaries of entire area owned by the property owner, of which the proposed land
division is a part, as well as dimensions and size of each parcel and the approximate
dimensions of each building site indicating the top and toe of cut and fill slopes to scale
l2:J Location and type of existing and proposed street lighting, including type, height, and
area of illumination
l2:J Location, widths, conditions, and names of all existing and proposed streets, alleys,
dedications or other right-of-ways within or adjacent to the proposed land division.
Proposed streets should also include approximate radius of curves and grades and
relationship to any projected streets as shown on the Metro Plan, TransPlan,
Conceptual Development Plan, or Conceptual Local Street Map.
l2:J Location of existing and required traffic control devices, fire hydrants, power poles,
transformers, neighborhood mailbox units and similar public facilities
l2:J Location and dimensions of existing and proposed driveways
l2:J Location of existing and proposed transit facilities
l2:J Location and width of all existing and proposed sidewalks, sidewalk ramps, pedestrian
access ways and bike trails
N/A D Location, size and type of plantings and street trees in any required planter strip
PRE.SUBMITTAl REC'O
Revised 11.19.09
5 of lOMAR 2 4 2010
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~ Location and size of existing and proposed utilities on and adjacent to the site including
sanitary sewer mains, stormwater management systems, water mains, power, gas,
telephone, and cable TV. Indicate the proposed connection points
N/A D The locations of all areas to be dedicated or reserved for public use, with the purpose,
condition or limitations of the reservations clearly indicated
~ Future Development Plan where phasing or large lots/parcels are proposed as specified
in SDC 5.12-120 E.
c. Stormwater Management Plan
~ Prepared by an Oregon licensed Civil Engineer
N/A D Planting plan prepared by an Oregon licensed Landscape Architect where plants are
proposed as part of the stormwater management system
~ Roof drainage patterns and discharge locations
~ Pervious and impervious area drainage patterns
~ The size and location of stormwater management systems components, including but
not limited to: drain lines, catch basins, dry wells and/or detention ponds; stormwater
quality measures; and natural drairiageways to be retained
~ Existing and proposed spot elevations and contours lines drawn at 1 foot intervals (for
land with a slope over 10 percent, the contour lines may be at 5 foot intervals)
N/ A D Amount of proposed cut and fill
D Additional Materials That May be Required
IT IS THE APPLICANT'S RESPONSIBILITY TO DETERMINE IF ADDITIONAL
STANDARDS/APPLICATIONS APPLY TO THE PROPOSED DEVELOPMENT. THE
APPLICANT SHOULD CONSIDER UTILIZING PRE-DEVELOPMENT MEETINGS AS
DISCUSSED IN SDC 5.1-120:
N/A D Proposed deed restrictions and a draft of any Homeowner's Association Agreement
N/A 0 Additional plans and documentation for submittal of a Cluster Subdivision proposal
as specified in SDC 3.2-230
N/A 0 Riparian Area Protection Report for properties located within 150 feet of the top of
bank of any Water Quality Limited Watercourses (WQLW) or within 100 feet of the
top of bank of any direct tributaries of WQLW
~ A Geotechnical Report prepared by an engineer must be submitted concurrently if
there are unstable soils and/or a high water table present
N/A 0 Where the development area is within an overlay district, address the
additional standards of the overlay district
N/A 0 If five or more trees are proposed to be removed, a Tree Felling Permit as specified
in SDC 5.19-100
~
A wetland delineation approved by the Oregon Division of State Lands must be
submitted concurrently where there is a wetland on the property
Any required federal or state permit must be submitted concurrently or evidence
the permit application has been submitted for review
Where any grading, filling or excavating is proposed with the development, a Land
and Drainage Alteration permit must be submitted prior to deve~~{lreJi~MITTAL REC'O
6 of 10 MAR 2 4 2010
~
N/AD
Revised 11.19.09
. .
N/A 0 Where applicable, any Discretionary Use or Variance as specified in SDC 5.9-100
and 5.21-100
N/A 0 An Annexation application, as specified in SDC 5.7-100, where a development is
proposed outside of the city limits but within the City's urban service area and can
be served by sanitary sewer
N/A 0 All public improvements proposed to be installed and to include the approximate
time of installation and method of financing
PRE.SUBMITTAL REC'D
MAR 2 4: 2010
Revised 11.19.09
7 of 10
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NARRATIVE
FOR THE
SHALECE M.B. AM OR TRUST TENTATIVE PARTITION ApPLICATION
This application is a proposal to partition a multi-family development on the property at
6595 Main Street (Map I 7-02-34-44, Tax Lot 1200) into two parcels. Currently, the property has
a single family residence, fourplex and parking area. The property is a parcel in a recent
partition (SUB2008-000 16). That partition was primarily intended to separate the vacant,
undeveloped land from the multifamily development. Since then it has been found that inclusion
of 5 dwelling units on one parcel forces any buyers to obtain a commercial loan (5 or more
dwelling units) instead ofa residential loan (4 or fewer dwelling units). Since commercial loans
have a significantly higher interest rate, this impacts the marketability of the property. This
partition is to reduce the number of dwelling units on one property so that buyers qualify for
residential loans, increasing the marketability and thus property value.
Patrick S. Thompson, Consulting submitted a wetland delineation to OSL as part of the
previous Site Plan Review (ORC2005-00007). A copy ofthe OSL approval report is included
with this submittal.
Since Main Street is fully improved, no off-site improvements are necessary now or in
the future. No construction is anticipated for this partition in the foreseeable future. All utilities
and drive area used by this partition but outside its boundaries are covered by existing easements
created during the previous partition. Those easements needed for the fourplex's utilities that
cross the single family home's parcel are covered by easements created with this partition. No
trees will be removed with this land use application.
The existing single-family house will continue to drain its gutters to the ground around
the foundation. The roof drains from the existing fourplex and both duplexes (on the other two
parcels in the previous partition) will continue to drain directly to the storm drainage system in
Main Street. The runoff from the parking and driving areas from the entire development 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 OOOT to connect to the Main Street storm
drainage system. This application includes copies of the stormwater report approved by OOOT
during the permitting process.
The existing approach was approved by ODOT under permit No. 51643. A copy of the
permit is included in this submittal. During the previous partition Mike Wilber at ODOT stated
in a phone call that 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 Coburg-Urban Land Complex
(#32). The Soil Survey indicates that Coburg-Urban Land Complex soils have a seasonal high
water table of 1.5 to 2.5 feet deep from Nov. to Dec. 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.
PRE.SUBMITIAL REC'O
MAR 2 4 2010
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pltOJrcrTlTU,
TENTATIVE PARTITION PLAN FOR
9595 & 9597 MAIN STREET
SPRINGr/ELD, OREGON
Qf\IlSlONS
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(}CSCRIPTIClH:
SITE ASSESSMENT OF
EX/ST/NG CONDITIONS AND
LAND DIVISION TENT. PLAN
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FROM Brandt Financial
.
(TUE)MAR 23 201.0:11/ST, 10:10/No, 6868513057 P 2
i: ,II" f-., r
"~First American
Rft~~~~y"'Qq:ilrl
600 COUnby Olb Rood
eugene. OR 97401
I'IIn - (541)'18+2900
Fa.. (541)48+73~1
FAX TRANSMITTAL
DATE: 03/23/201010:55:03 AM
ALE NO.: 7199-1533318
TO: Brandt Financial Services Inc
Attn: BJ. Brandt
FAX: 1(541)746-8223
FROM: Mike Rutherford
Spedallnstructions/Comments: Following Is the title report you requested,
together with our Invoice.
Mike
PRE-SUBMIITAL RECIO
MAR 2 4 2010
71Iank You For y_~ w. Know YDU IMIIflA ChDk&
IMPORTANT NOTICE,
SI10uJd any of Ihese JIOpers requi'e an ORIGINAL SIGNATURE and yWT lax madllne
produces lt1e facslmJe on tl-ermal paper. please PHOTOCOPY then sign lIle phoIocopy.
We wiD "nol" llIXept an Original Slgnalu'e on THERMAL fax paper.
Thank you for your Cooperation In this matter.
IF TIlAftSMISSlON Of AU. PAGES IS NOT COMPLEn OR IF AN ORIGINAL 15 NEEDED,
e. ~.~r ~rrA"'" ~ el::ll.lftr..
FROM Brandt Financial
.
(TUE)MAR 23 20IA:ll/ST,IO:10/No,6868513057 P 3
.. ... Jill ,~ ~ t
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First American
-.. .l:.-7It:IIrJl_ T"'~"'~
600 COUI\Iry aut> Rood
EUg&nQ, OR 97401
Phn. (S41)484-2900
Fox. (541)48+7321
FOR All OUESTlONS REGARDING THIS PREUMINARY REPORT. ~I FllSE CONTACT:
Mike Rutherford, Ule Officer
Phone; (541)484-2900 - Fax; (541)484-7321 . EmaiJ; mgrutherford@firstam.com
Brandt Financial Services Inc
806A N A St
Springfield, OR 97477
Order No.: 7199-1533318
March 23, 2010
Attn: BJ. Brandt
Phone No.: (541)746-2543 - Fax No.: (54i)746-8223
Email:
Re:
Preliminary Title Report
2006 ALTA OWner. Standanl C""...
2006 ALTA Owner. Extended C""~
2006 ALTA L<nd<Js Starda,d C""",age
2006 ALTA Lond... E_ Coverage
Endorsemenr:
I.iOIliIly $
I.iObiIIly $
Liatlilty $
lJal>iIlly $
P_lum $
PJemium S
P_;um $
~ium $
Premium $
, ,\~.SUBMIlTAl RECIO
MAR 2 4 2010
G<Wt Setvn CIIotge
Other Preimilaty Tille Report
COSl $
Cost $
a,OD
2oo,DD
We are prepared to issue UIe Insurance Policy or POlides in the form and amount shown above, insuring
title to the following described land:
PARCEL 1, LAND PARTITlON PLAT NO. 2006-P2306, AS PLAlTED AND RECORDED OCTOBER 28,
2008, AS RECEPTION NO. 2008-058921, OFFICIAL RECORDS OF LANE COUNTY, OREGON.
and as of March 17, 2010 at 8:00 a.m., title to the fee Simple estate is vested in:
Shalece M.B. Amor Trost, UA 6/28/02, Trustee Andrea McKinney
Subject to the exceptions, exclusions, and stipulations which are ordinarily part of SlJCh Policy form and
the following:
1. Taxes or assessments which are not shown as existing liens by the records of any taxing
authority that levies taxes or assessments on real property or by the publiC records; proceedings
by a public agency which may result in taxes or assessments, or notices of such
proceedings, whether or not shown by the records of such agency or by the public records.
This repolt ~ for !he exdusive use or !he parties her..., ~ and is p,elminary tl) !he iSSu'"", of a
...... ...._._-~.. .......-. ....... _..,,""'--- ..A'" ....'...-.... __.:_.;.. ;_,&~ ............ I..u....__:._ .._...l
FROM Brandt Financial
.
(TUE)MAR 23 201A:l1/ST.10:10/No. 6868513057 P 4
Prdimi...-y RellO/t
Otdet' No.: 7199-1533318
Page 2 of5
2. Facts, rights, interesl5 or claims which are not shown by the public records but whkh could be
ascertained by an Inspection of the land or by making inquiry of persons in possession thereof.
3. Easements, or daims or easement, not shown by the public records; reservations or e.ceptions
in patents or in Acts authorizing the issuance thereof; water rights, claims or title to water.
4. Discrepancies, conflicts in boundary lines, shortage in area, encroachments or other facts which a
correct survey would disdose.
5. Any lien, or right to a lien, for services, labor, material, equipment rental or workers
compensation heretofore or hereafter furnished, imposed by law and not shown by the publiC
records.
The exceptions to coverage 1-5 Inclusive as set forth above will remain on any subsequently
issued Standard Coverage Title Insurance Policy.
In order to remove these exceptions to coveralle In tne iIIuance of an Extended Coverage
Policy the following items are required to be furnished to tne Company; additional
exceptions to coverage may be added upon review of such information:
A. Survey or alternative acceptable to the company
B. Affidavit regarding possession
C. Proof that there is no new COnstruction or remodeflng of any improvement located on
the premises. In the event Of new construction or remodeling the following is
requi red;
i. satisfactory evidence that no construction liens will be filed; or
ii. Adequate sewrity to protect against actual or potential construction liens;
iii. Payment of additional premiums as required by the Industry Rate Filing
approved by the Insurance Division of the State of Oregon
6.
Taxes for the year 200~2010
Tax Amount
Unpaid Balance;
Code No.:
Map & Tax Lot No.;
Property ]D No.:
$
$
01900
1702344401201
1826138
2,736.68
2,736.68, plus interest and penalties, if any
7.
Easement, induding terms and provisions contained therein;
Recording Information; September 21, 1909, Book 63, Page 3n
]n Favor of; City of Eugene
For: right of way
(Blanket easement)
PRE-SUBMITTAL REC'D
MAR 2 4 2010
8. 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
I!!!!I_ ._~~_ "1";....-
FROM Brandt Financial
.
(TUE)MAR 23 201.: II/ST, 10: 10/No. 6868513057 P 5
Preimllaly Repolt
Onler No.: n99-1533318
Page 3 ors
9. Easement, Induding terms and provisions contained therein:
Recording Information: July 25, 1967, Reception No. 92663
In Favor of: City of Springfield
For: right of way
10. Covenants, conditions, restrictions and/or easements; but deleting any covenant condition or
restriction indicating a preference, limitation or discrimination based on race, color, reflgion, 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 2S, 2005, Reception No. 2005-0474$8
11. Easement, Induding terms and provisions contained therein:
Recording Information: June 2S, 2005, Reception No. 2005-047489
In Favor of: City of Springfield
For: public utilities
12.
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
(Covers Additional Property)
PRE.S: '~':\411TAL REC'O
MAR 2 4 20W
Modification and/or amendment by instrument:
Recording Information: June 04, 200S, Reception No. 2008-o311S1
13. Restrictions and/or notes shown on the recorded plat/partition.
14. Easements as shown on the recorded plat/partition.
IS. Declaration of Private Easements, Including terms and provisions thereof.
Recorded: October 2S, 2008, Reception No. 2008-05S922
16. Affidavit of Correction to a Partition Plat indudlng terms and provisions thereof.
Recorded: December 29, 200S, Reception No. 2008-067954
17. Deed of Trust and the terms and conditions thereof.
Grantor{Trustor: Shalece M.B. Amor Trust UA 6/28/02, Trustee Andrea McKinney
Grantee/Beneficiary: Brandt Financial Services, Inc.
Trustee: First American Hie Insurance Co.
Amount: $499,990.00
Recorded: February 04, 2010
ReCOrding Information: 4010-006015
Re-recorded March OS, 2010, Reception No. 2010-010825
er_.._...~....~...
FROM Bra~dt Fi~a~ci al
.
(TUE)MAR 23 201.:12/ST 1010~N~:.6~6~~::O.57 P 6
I
i
I
Pre~mln<rv ~.potl
Old.. No.: 7199-1533318
Page4of5
18. Unrecorded leases or periodic tenancies, if any.
19. In order to insure a transaction involving the herein named trust, we wIll need to be provided a
Certification of Trust pursuant to ORS 130.800 through ORS 130.910.
- END OF EXCEPTIONS _
NOTE: We find no judgments or United States Internal Revenue liens against Shalece M.B. Amor Trost,
UA 6{28{02
Situs Address as disdosed on Lane County Tax Roll:
6S95 & 6597 Main Street, Springfield, OR 97478
THANK YOU FOR CHOOSING FIRST AMERICAN mLE!
WE KNOW YOU HAVE A CHOICE!
cc: Shalece M.B. Amor Trust, UA 6{28{02
cc: J.M. Brandt'Drory
i't<E-SUBMITTAL REC'D
MAR 2 4 2010
I!!!S_A_-Z.-__..
FROM Brandt Financial
.
(TU[)MAR 23 201.:121ST.l0:10/~~~6~~~5.1~~57 p 7
P~limioary Report
Olll., No.: 7199-1533318
Pag.S 015
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First Amerlc8n TItle Insurance Company of Oregon
SCHEDULE 01' EXCWSlONS PROM COV!RAGE
ALTA LOAN POucv (06/17/06)
1lle ~ng matter,c ..-e e.qressty el(CIuded (rum ~ ClM!rage or ItUs policy, a-ld Ihe ~y wW J1O( pay lass Ot" d~, costs, ~ 'CC"i, or
e:Iper'rgcs th&t or1se trv 101son at:
1. (A) Ally law, Dn:Slnlnce, ~t, or lJOVerI'lmc:ntal reg\kabn (Induding those r!!tatlng flO bulldlrq and lOlUlg) res:tr1c2Ing, rE!l}utotlng, pn:flrblting, cr
tl::~ngto
(1) Chc~, use, orcnpyment of the: Land;
(II) the ch_raaer. dimensions. or 10000n of any Imprnvcmcnt ~ed 0"It:ne lAnd;
(m) the s:ubdMslon or 1m; or
(Iv) e-MronmenL1l jlII'ObX:tlon;
or the effect of any vioI.1tton of ~ JaW5, OId!nanc:el, Of' I}tVEmmOJt3I mguI.ttions. nw EltdusQn l{a) dOc'S nor I'I'lOdify or ffmft U1e COll'eratje
I"""ded """" eovm.d RISk s.
(b) ~govcmlfll!ntal police P<M'O'. This t:rOu.Wn l(b) ciOt5 ~t I7lOdll'yorllmftlkClM!l"oJge;pravIded under CowetedR:lsk 6.
2. Right5 of cmJI'IO'lf ~ln. ThIs eccluslon doe not modltv or 11m. the cO'tCr<Jge ~d under CCtvcred Rtsk 7 or B.
3. l)e:fedsl IIl!ft1, cnclRl\branccs, adverse cWITtS, or other matters
(4) Ollated, sul'fEJ"ed, ~, Of' ~ fa bv the Jnsure:l Calmant;
(b) not' Known to the CompM'f, not remn:hxllo d'lf: PublIC Reoord$ -.: Oate; of Pdicy, but K.ncwn to the D'rslJred CICIIrn.ant and not dlsclose:1ln M1tmg to
the: Coml*lY bv ~ lMUred Oalmant pr1oI' b:> the date the: lnsured <:blmant bec:4mC an lnSU~ under INs policy;
(C) resull:lng In 00 Il)s:s or dam* tp !he l~Uro:l Oall1'lOnt;
(d) i!IltaChIn9 orcre~ subsequent CD ~ of PoIky (however, t:tus4ocs not I'I'IOdlfrcw IinJlt l:hc: cwerage provk!ed undt:rCover~d Rkk 11, 13, or 14);
.".
(C!) nesuIting In loss: or damage ~wouId not h.we becn SllSt/llned If the lr\Sum:t OalJfl4rlt had patd vaJuc= (or dle tnsured~
4. Unenfun:eobIlltyol ~ 11m r/~ Insured I"1f)rbjiJl}f ~seol the inabtlltyo,.rbJlul1!: of lW1lnsuredto compfy YdPJt tIppIk:alIe doil'19-buslnestlaws r:J &.e
state where the UiM 1$ s1tuaa-.d.
s. lnvalldltv or unerJ~lIbaJty In YotJoIc or In ~rt of Ihe JIm rt the tnSUn!d MortglgC thai: artSC5 wt d the transac:6Orl cyldenced by thE! Insured McrtI}age
nfls based upon usury or any con$wner awlt protet1lOfl or trud-o-4n-k:ndlng I4IW,
6. ""'" dalm, by reASon of me opcradon of (C!def-aI bftnJptcv, $t'* In~, or similar credIrors' ftgh15laws. the the transaction ot:<1Gng the lien r:J the
1~_'9<,~
(a) . frwdu\eflt CUr1Yeyan<:c Of frauOutnt transfer, Of
(b) tlMt=ferentlal ~l!F'OfiWlyr8aSOf\notstat.edlnQweredRl5k 13(b) of this poI)cy.
7. fin.t' lien gn ~ T1kforre41 estate tollCe!; rx ~ts 1mpt)Se:l bit QOvttnmenl:aIlUChorlty and O"oab!dOl'41tL1c:hIng ~n Date or f'oUcyolnd ~
- o(recorclng of Ole lMUred Mottgaqe In the Publk: ~lds. Th/5 Elrdusloo does not rrodny or limit Checoverage l)I"OYlded urder O:rw!fEod Risk l1(tJ).
AL TA OWN!R'S POUCY (06/17/06)
The ~ng mattcr'$ 1ft ~ acludo::l from the coverage; 01 thI!i polICy, and the Company WIIf not pay lass or d<!Irnage:, mslS, aftOmeys' 'eer., or
~ th.etartse I:P( t'Qson of:
1. (a) An.,. 1Aw, ot'tllnollnCEr permlr.. or 9OVtI'Ilfnencal ~u1aOon (11'lCtudIlYl rhoa:: reli1Dng to bulldng and zoning) rC!itl1cDl"9. m;tufaong, prohlbltl09, 01
relaanoto
(I) Ihe oa:I.IplllCy. use, or en)oyn\Cnt 0( me L.rd;
(II) the chal'l<tcr, dImensions, orlocatJoo r:J lriy 1mp<<Nelnentc::~on the land;
(III) the sutxllvtstoo oIlMdi Of'
(IV) en'lltlWlmcnta! proCedIon;
or the etrcd of any vlol.tton otCht:Sl: Ia~ ordllW'lCes, Qr ~~ ~ons. ~ ~lJ5ign 1(41) ~ 11(( modIry Of "'",It the COJe"09f pnw1ded
uncler" Covett=d Risk 5.
(b) AIry govemmenttal police power. ThIs ~Clusbn l(b) does not moQlfy or 1~1t the roverllgt: ~ under CcNe~ RIsk 6.
2. Rk;Jhts 01 eminent domo1ln. ThIS bcmloo doQ not modlTy or IImtt ctle CCNe,,* provided undo- Covered Risk' or e.
3. Oereas. "atS, enc\Jmbrin:es, adW:rse claims, rK ottlef' matb!rs
(a) CTeoJred, SUffered, &$$\mICd, or ~fttd to Dv the:: 1nsurE![j C1amn;
(b) not Known to the ComP'MY1 nor: r'OO)f'ded In the PubUc Recbnls ill: Date: of PolICy, but Knew" to the ln$Um:I 0aIrtIat\t and not d1sckzed In writing In
the Company by the: ~~ (hlr'i\ont: pror to ~ d.n the lnsun:d Claimant D8:Mle ., (n~ under It'Its pIJlIcy;
(c) resulUrg In no loss or' cSam. to the Il15IJI'"ed Oalmam:;
(d) aItDctJfng or 0'CAt2d !l.IbseQumt to D* of PdIc;y (I1ovrever, INs does nor modify or ~rnllt1l! cover. Jlf'O'Ikbt under Covam Rl;:s 9 m 10); or
(i:) resublg In Ios5 or <2Mn.lIge lhoC WOIJd not hive beEP:usblJned ~ #)r Insured ""Imam tw paid value for the r~.
4. Any dabn, by reason 0( the OperQDon of fedc:nl bankrupky, sL:ll:e Insdvency, or slmDar acdltol"5' r1gI'lts 1_5, ~ the transac:aon ~ the:: Tltie '"
shown In Schedule A. Is
(a) a fnlldYlmt mllVq'lIlCe or I'rtf,ldulenf tTwrc::r; or
(b) a preferential Dal"Sferfor M'IV ~son not stItc:d In Ct.vi:rcl RIsk 9 r:A Ihls pohcy.
5. An( Ilen on the Title: for reol C!;t.Jr,e t~e:s or ~ Imposed bv gDVemmental authorlty and Crt:ab!d or liIIttlrlIlng betwcm Oate or Policy 4I'\d the
date or rl::OJf'dlog or the deed or other ~ Dr cr.,sfer In ttlc Pubtlc Records mill vests Ttde as shown In $chellJle A.
SCHEDUL! OF STANDARD EXC!PnONS
J. r....15 DrillS:Se!:5menlS which areflOt $1vNn as tll:1$ttng Uensby thereconisofanybOOg uhorly th.JtleYkstMes 01" ~on A!. PbpC:rty or
~ the public rt=mrds; proa:edlngs by ill pubbc agmcy ~1Ch tniWf res.. In taxes or a$!i(5';ment$, or nuICeS of suclt~, whether Of I\OC GIlown
by the ~ of suctt argacy or hv the pubic I'<<O/ds.
2. fa(tl;, 1'iQhts, Inte~ or claims whIdI ore net shown by the pubic records but whkh Ct\IJId be ilI5(O'tIIned bv an Inspe(I1on of the land or by making
inqUiry of persons 111 fJO:SSeSIkln thereof.
J. Easemt:nts, or clllms of et$O'TIC:nf., no{ SI1aMl bt lhe pub&: recoros; n!ser'WJtlons or ~ In p.tJtcnl:s or In Acts authot1zlnO \he ~uanc:c thereof;
water 11Qht:s, c!aUns Or tftte to w.ater.
.. "'1 oncrnao:hm,,,,, (or -o9~'" Iac_ on 1I1e subJ<a Iond on.. od,ioImo9 land or 01.....09 Im....-PRE SUBMITTAL REC'O
loG.Jtat (I'J adJohIng land onto thl! UlbJcct land), enwmbranc.e, vtolacon, vm1aoon, or <<tve'5C clrcumst.mce. atf~ !he tltte. 11/'\
the MWd be dlscfos.ed brf Ml axuratc: .,d mm~ett land SUl'Vef of thll: ~bjc!Ct land.
S. My IImM 01" r'Ight to a JIm, for selVlcC'S, labor, mataial, equipment retItd f7 wort::0"5 mmpensaam heretoforE f7 hereafter MAR 2 4 2010
fuft'llshed, Impos:d brr law ~ ll)( $I'lovm by the ptJbIic rncmds. ...
t<<lTE: A $PfC[MEN COP'Y OF THI! POlICY FOR~ (CR fCRfolS) WllL ae'URNlSHED 1JPON REQllesJ Tll...Rev. '.21.00
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From:
Sent:
To:
Subject:
STOUDER Matt [mstouder@eLspringfield.orus]
Wednesday, February 03,20101:19 PM
'Renee Clough'
RE: Seoping Sheet
Renee,
Thanks for the information. For the minor scope proposed with this application (in addition to the work already
constructed), I don't see the need for a scoping sheet to be required. Please use this email in lieu of the scoping sheet if
there are any concerns at the front counter with the permit intake. Thanks,
Matt Stouder, PE
Supervising Civil Engineer
Ph (541) 736-1035
Fax (541) 736-1026
mstouder(6Jci.sprinafield. or. us
._..__._,-_._~._-----------"------'-'_._-_._-'--"-'--.---.----------.-.--------..-.---.---.----.-
From: Renee Clough [mailto:Renee@branchengineering.com]
Sent: Wednesday, February 03, 2010 11:58 AM
To: STOUDER Matt
Subject: 5coping Sheet
Matt,
I have attached a scan of the stormwater scoping sheet for a two parcel partition at 6595 Main Street. The site has
previously been through a multi-family site review process and a three parcel partition. During the site review process, a
drainage swale was permitted and constructed on the site. Since the swale drains to Main Street, ODOT was the
primary permitting agency. The partition is not proposing any changes to the existing development so I am not
proposing any changes to the stormwater system. The purpose of the partition is to separate the two buildings on site
allowing the owner to more easily sell them. Currently the parcel has 5 dwelling units which requires a commercial
loan. After the partition one parcel will have 4 dwelling units and the other will have 1 dwelling unit, allowing them to
both qualify for residential loans at a much lower interest rate than commercial. If you have any questions feel free to
let me know.
Renee Clough, PE, PLS
Branch Engineering
310 5th Street
Springfield OR 97477
ph 541-746-0637
fax 541-746-0389
PRE-SUBMITTAL REC'D
MAR 2 4 2010
1
.
.
Ronald J. Detrick P.E.
410 NW Maxine Ave.
Corvallis, Oregon 97330
Ph. 541-913-0220
Fax. 541-758-8563
September 15, 2004
Mr. Michael Brandt-Drury
7906 Thurston Road
Springfield, Oregon 97478
RE: LIMITED GEOTECHNICALINVESTIGA TION
MULTI-FAMILY DEVELOPMENT
6595 MAIN STREET
SPRINGFIELD, OREGON
Introduction
Preparation of this report has been requested by Ms. Renee Clough of Branch Engineering, Inc
for the purpose of evaluating the subject site with respect to geotechnical engineering issues that
may influence the design and construction of the project. A site reconnaissance and limited
subsurface investigation was conducted on August 28, 2004. Backhoe exploration services were
provided by Blue Pool Construction, a representative of the owner.
Proiect Location and Description
The subject site address is 6595 Main Street in Springfield, Oregon, which is currently occupied by
a single-story residential structure and two out buildings. The specific portion of the property
pertinent to this investigation is located in the central portion of the property, see Figure 1. The
project site is flat and covered with short grass.
The proposed site development is for two duplexes and one fourplex multi-family structures with
associated parking and utilities.
Investiaation Summary
The following sources were reviewed for pertinent site information:
United States Department of the Interior Geological Survey (USGS) 7.5 Minute Springfield
Quadrangle Map, Photorevised 1986
1987 Soil Survey of Lane County Area, United States Department of Agrtcultural (USDA)
Soil Conservation Service
PRE-SUBMITTAL REC'D
MAR 2 4 2010
.
.
6595 Main Street
Page 2
USGS Geologic Map of Oregon, USGS 1991
" Relative Earthquake Hazard Map of Eugene-Springfield Metropolitan Area, IMS-14, Oregon
Department of Geology and Mineral Industries (DOGAMI) 2000
" Three backhoe test pits were advanced on site in the location at lhe approximate locations
shown on Figure 1. The test pits were dug to a maximum deplh of 7.5 feet below existing
surface grade.
" Oregon Department of Water Resources Well Logs (attached)
The USGS Quadrangle Map shows lhe site an approximate elevation of 520 feet above MSl. The
soil survey indicates lhat lhe site is in the transition of the Coburg-Urban land complex and is
described as silty clay alluvium overlying gravels and sands. The test pits excavated on site
revealed there is a 2 foot lhick topsoil zone underlain by rounded gravel set in a sandy silt and clay
matrix toa deplh of 4- to 6-feet before encountering a zone of "bar-run" gravel material. A more
detailed description of the subsurface conditions is described in the attached Test Pit Logs.
None of the three test pits contained static ground water; however, TP-2 had slight seepage at a
depth of 5 feet. Water was poured into TP-3 at a deplh of 2.5 feet and lhe water rapidly infiltrated
indicating well drained soil. There was no caving of sidewalls, and no indications, such as soil
oxidation or soil mottling, that would be the result of ground water table fluctuations above the
excavated depths of the test pits.
The 1 :500,000 Geologic Map of Oregon shows the site in the are of Holocene age alluvial deposits.
Interpretative Map Series 14 (2000) shows the site in the lowest hazard category for Relative
Earthquake Hazard and Relative Amplification, and no hazard for Relative Slope Instability. There
are no known or mapped faults in the vicinity of lhe subject site and lhe potential seismic hazard
for lhe site is low.
Well logs from the general vicinity of lhe site indicate alluvial sediments consisting of silts and clays
underlain by sands and gravels at 4- to 6-feet below surface grade. 1he static water level recorded
on the well logs range from 9- to 9.S-feet below surface grade during the winter and late summer,
respectively. The depth to static ground water at the subject site is anticipated to be greater lhan
8 feet below the surface grade at all times of lhe year as lhere was no observed seepage and no
indication of a fluctuating water table was observed in lhe test pits.
Conclusions and Recommendations
The near surface site conditions appear to be consistently underlain by alluvial soils consisting of
silty clay and gravel with sandy silt and clay matrix. The site soils are suitable, both geologically and
geotechnically, for the installation of lhe proposed multi-family housing units.
It is recommended that the foundation areas be overexcavated 2- to 2.5 feet to remove loose
topsoil. Soils below the 2- 2.S-feet deplh are suitable for an allowable bearing capacity up to 1,500
pst. The expected static groundwater level is below 8 feet and will not adversely impact the
. PRE-SUBMITTAL REeD
MAR 2 4 2010
.
.
6595 Main Street
Page 3
proposed structures, although shallow perched water may be encountered during the wet season
and deeper excavations for utilities may encounter ground water. Excavations to 6 feet should
expect to encounter OSHA Type A Soil.
The subgrade soils have a moderate shrink/swell potential and currently moist. Procedures should
be implemented during foundations excavations to mitigate soil moisture t1ucluations by covering
with plastic sheeting or a protective compacted aggregate layer at least 4-inches thief<. Wet season
excavation will require covering the foundation excavations with at least 4-inches of compacted
aggregate to mitigate soil softening due to precipitation.
The near surface site soils are well drained and although percolation testing was not performed on
the site, it is anticipated that infiltration of surface stann water is viable.
The site conditions do not warrant further investigation for the proposed development.
This report was prepared for the Michael Brandt-Drury and his authorized agents for planning and
design purposes associated with the specific project described herein. The report conclusions are
based on the site conditions as they currently exist and it is assumed that the limited site locations
that were physically investigated generally represent the subsurface conditions at the site. Should
site development or site conditions change, or a substantial amount oftirne goes by between our
site investigation and site development, we reserve the right to review this report for applicability.
If you have any questions, please contact the undersigned at 541-913-0220.
Sincerely,
Ronald J. Derrick, P.E.
cc. Rene Clough, Branch Engineering Inc.
PRE.SUBMITTAL REC'D
MAR 2 4 2010
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~. ~..~'5r11;1t , .1.'4 .' .' ....;
" V.I;':',l' :Ll-.ct"~O
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TP:2 i/;cidl..": J .....
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:-,_~'----'---:--_..,c_-------"";-.---:--'--:--"":~'~~"'7-~-:-~'_::""~_~
.' -.t... .t
:.,.-
I PROPOSED
I DUPLEX
i (~~S~~
~____~ AREA)
2
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ACTI'r'E
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AREA
250 SQ FT
...
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.... . 3 ~..-
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3D'
20' PROPOSED
4-PLEX
6'x6 3.936 SO FT
(GROSS FLOOR-
. AREA' ~
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6'x6 ~
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6 I PROPOSED
: DtF'LEX
------ 2.416 sa FT
! (GROSS FLOOR
, AREAl
,
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7
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tiKt...5@MITTAL RE :'D
MAR 2 4 2010
f-
II
FIGURE 1 - SITE PLAN
II
.
.
OREGON DEPARTMENT OF
WATER RESOURCES
WELL LOGS
PRE-SUBMITTAL REC'D
MAR 2 4 2010
IostMldiODl tor COnrlletlnlll' Ibb rI!I'Iort are on. the rut -..- at tbll form.
(1) OWNER: W.U Nwri>er (9) LOCATION OFWElJ. by leaal deaaiptloa:
~::.. 7:"7~':v~ "it: !",~-;: . Cooaty LAN.I Loti..de Lqitude
ToWlUlli~ I'>~ NorSRMp ..... L:<J E or W. WM.
~~ .J;:~:::.:xGl.n S.... olt Zip 9?-,.)'] Sedioo S". rvliF -1/4 A/~ 1/4.
lULot 10/ Lot BIoct Subdivilion.
~""WOU O~g OAl1enli<ia(repair,\ocondilioo)OA~ S_Addlea.ofWeII(or__) K....S- N". ~6 r~
DIULLME : (18) STATlCWATEIlLEVEL:
ORolary Air ORolary Mud ~ Cabl. OAug..
~<;:OPOSED USE: 9 ft. below......-. Dole :Y""t!i/P?
Ar1eaim prcuure Ib. P<<""" indI. Dole
laIlomellic OCoallDmily o ID<lu1ria1 OhriplioG (11) WATER BEAIllNG ZONES:
D'IlIomlloI BlDjeoIIoD ~ 0-
(5) BOllE 80 CUNS IIlOCTlON: 1lepIh" _ w.... woo"" fouud ::1.5'
SpociaICOIIIInI<lioo_a1 o Y.. l2INo llepIhofCoavlolodWoU..zJ:..ft.
ilJpIoIiv........ OY" IiNo Type - From To JUt......... Flow Role SWL
BOLE SEAL 7:> ~r ~~ r;
-.. v- To M...,w ".., To 8Mb ....,.....
~"~ CI~m If-
(U) WElJ. LOG:
How woo IN! placed: MeIbocI OA DB !AlC OD DE --...
0 Olbc<
JlI<tfiIl pi""" from _ ft.to ft. Maum1 MoleriaI From To SWL
- ?:..i" _~ ^ I J ~ 14<
Gravel pIocod from 1\.to ft. Size of gravol
(6) CASINGlLlNER: 4.." ,l?l'JJ >-I /41
.~ ...... To I~".:!:/'''' - w..... ~ ~---;;;;<~4'L> 4....~ ,I?"", It< :23
c... ...1 1'7. I;!lI 0 !AI 0 ~ -=- n?D :S"'NO 7'f5,(I_E~ ::Z:J '/3
0 0 0 0 I......~... -"" 7lf ,~ ~ 'i
0 0 0 0
0 0 0 0
Liner. 0 0 0 0
0 0 0 0
Final Ill<llIiooohho.(.) 7'1
(7) PERFORATIONS/SCREENS: I:i1
0-- - [)
OS,,",- Type MaleriaI
.... I~.
~ To ~I- c..o.a .....
0 0 u:> I~~~
0 0 -
0 0 ""'';Il, .,.
0 0 .~ .
0 0
(8) WELL TESTS: Minimum lesllng lime 15 1 boor llolc _ :V~~f' - CompIelod "2/;:t 6/f;,/>
Flowing (llDbmded) W..... W ~ Cert/IIeollooI:
Ol'wql ~BIiI.. OAir OArto- I ~ 1IIIt1be wen I pedu....4...lIIe 00IlIlnlCli00, aI1ontioa, or_
YItN_ Dnw.... DrlII....... n- of 11II. it incomp_ wilhOrogon_lUJlPlyw.U_-.
to I I~ I I MaleriaI. oaed ODd iDformolloa reportOd...... Me "". IOlIIe heat of my ~Icdg.
I br. oodbeliel.
WWCNumber
Sigoed llolc
Tempmture of w_ r~ IlepIhArto_ Flow Fouud (boaded) W..... WeB CemIru_ CerIIlkaUoo:
Wu . -.rlllllyoio done? o Y.. By whoro 1aa:epl=bili~tbeOllllllrudioo, 11_00, or """"""'" _
Did any Itnta CODtIin walet DOIlUltab1e fer iDIeodc4 uI07 o Too littJ. ......fu.wod... '.well tho_......r.l'..t..hhov.. An_
...... fl.wod during 11II. time is in oompIiaIlce with Orogiin ....... .u~1y weB
o Sally 0 Muddy o Odor o COlor<d O~ _ -. Tbi. Jq>ort it"". to lIIe heatotmy ~ edge IIId beUet.
IlepIh of """" --r:. ' PRE wwCNu~\I,,6i:t."''''
s;...... "/// 'd. -loIVUIVII~.".-:i')::i'.t22?
~
. STATE OF OREGON
WATER SUPPLY WELL REPORT .
. (ureqgir<odby ORSm.765)
')
~
......,
-----.
.
LANE
51'0'144
.
WBl.LLD.'1 '1 '7 ~ rs-
START CARD, J~ 71,("!
ORIGINAL & FIRST COPY-WATER RESOURCES DEPARTMENT SECOND COPY-CONSTRUcroR TIDRD CO~X~S!O~J 10
,S1l\TE OF OREGON
MONITORiNG WELLREPOR
(as required by ORS 537.765 & OAR 690-240~95)
Instructions for com letin this re art are on the last
-,,:4:: "!J' .,....
SEP 20 1994
.v I Ll\ u...._ - -.. ~
c:nl F . Q(ij'J.oaf€ATION OF WELL By legal description
Vkl1 Location: County Lane.
10wnship T17S (N~ge R3W (Eo~Section 36
L NE 1/4 of SE 1/4 of above section,
'2, Either Street address'ofwe11locatioo 2600 Ma in Stre'et
Sprinofield. OR 97477
or Tax lot number of we11 location 17-03-36-4-1-700
3. AT'!l\CH MAPWITH WCATION IDENTIFIED. Map shall include
approJdmate scale and north arrow.
(l)OWNERlPROJECT:
Calvin Hale
1448 Cheek Street
5 rin field te
(2) TYPE OF WORK:
TW-1
WELLNO,
Name
Address
OR
97477
Zi
Ci
KJ New co~~ctj.<?n
o Conversion
o A1teril:!on~pair~econdition)
D Q~pening . - ex Abandonment
(3) DRILLING METHOD
o ROtary PJi 0 Rota1Y Mud
[] Ho11owStemAuger [] Other
o Cable ,
I BORE HOLE CONSTRUCTION * NOT A WELL *
ye, No
ial Staudards 0 I)(] Depth of <:o~l~ted well 20 1I:
Land surface
\llolt {",
ll. ..
.TO ':
ll. ..
\Vater-tight
e flush vault
'ng cap
.
~eal
fL
material
\\l:Ided Threaded Glued
o 0 Q
Liner
diameter
TO
material
","Ided Threaded Glued
D. 0 'D
","11 seal:
Material Bentoni te
Amonnt 3/8" (400 l5s
Groutwci~t14.1 lbsl
Borehole diameter gal .
8 m.
~1I.
Filter
. pack
___1I.
TO
_(t.
m.
Material
Size
(5)
WELL TEST:
o PumP , 0 BaITer [J Air:- .
Permeability Yield
Conductivity - - - PH
.'Thmperature of water . 55 OF Depth artesian flow found
Was water analysis done? lID yes _ No .
By whom? Pacifi c Northwest Labo'ratories
Depth of strata to be analyzed. From 9 . 5 ft. to 20
Re~~: Grab water sample from hollow stem
. :'l:l ~owing Artesian ,
. - - .
GPM
NaJOe of supervising GeologistlEngioeer 5 te phe n Lawn
ORIGlNAL& FJRST COPY. WATER RESOURCES. DEPARTMENT
, .
(7) STATIC WATER LEVEL:
9 . 5 . F!, below land surface.
Artesian Pressme l~_sq. in.
Date
Date
8/19/94
(8) WATER BEARING ZONES:
Depth at which water was first found
q 5'
From 10 Est. Flow Rate SWL
Cl.l)jU ?n' 1_1 nnm --
(9) WELL LOG:
468'
Ground elevation
m.
Material From 10 SWL
,It n n"
. .
H'rl ..,",,,,H, 1;" ?'
<:;1+" ",1." h1.",L- . ?' q'
,... -, 0 ..,i +h o,",mt> Q' 1~'
o.nrl '",t>+
C:;~nrl ' ---- .+ "'-;}-i;i
10 ",j ,~, '?n'
o.nrl
..in.
Date started
RIl Cl /q4
R1l9/Cl4
Complc:t~
_ _ J~mb~C!ndedtMonit,!r We~'CO[~s~ctor Ce~cation: .
I certify that the work I perfonned on the construction. alteration,-or
abandonment of this well is in compliance with Oregon well construCtiOe
stBildards. Materials used and informrtiOh~ePQhj;i >at::dver.I'~ ~'tO'th~ Dest
'knowledge and belief rI\L'uULlIVIII nL 1\1."
. MWC Number --
Signad
-..::.----.:...:-- -MAR o;D~ ?nln
!\:
cbo~d~) Mo~io~ \"\eO. Constnn::wr Cerliflcation:
. I accept reSponSibility for the construction, alteration, or abandonment
. work performed on this well during the construction dates reported above. All
ft. work performed during this time is in compliance with Oregon well construction
aUQer\taI1dards.:.Thisr is true 10 the b fmy knowledge and belief.
MWCNumber 10288
Date 9/19/94
OR THIRD COP'i-CUS'rOMER
...
N
.
.
It
.
LEGEND
-$- !Hi
[Z]
I
I
'[ Former
i Gasoline UST
~ Location
r#r'--:~~2-- ~&-3
j '-------------,
I
r.-.-.-.-.-----.-----.J
I
I
I
I
I
I
I
I
I _
i Steam Cleaning
- Area
Shed
I ........--Former
::.-' Heating Oil
p. Location
-
,
I
I
I
I
I
I
I
I
I
I
I
J
I
I
I
I
.EHl
" "'tIis- \
MAIN STREET
UST
1--'--------------\
I
I
I
I
I
I
I
I
~'!d-cB-5 i
:\---____J
I Former
i Waste Oil Tonk
i Location
o 10
/""'\,-
5
30
,
20
(FEET)
RECEIVED
I
I
I
: SEP 2 01994
I NATER RESOURCES DEP
I SALEM, OREGON ..
! Steam Discharge Point
· from Contiguou3 Property
PRE.SUBMIITAl REC'O
MAR 2 4 2010
FlGUflE 2
SITE
HALE SITE, 2600 Main St., Springfield, Oregon
Soil Boring: location and
Identification Number
Building
PLAN
Berl/eson Boese & Associates,
EnvIronmental Engineering
65 Centennial Loop
Eugene. Oregon 97401
(50.3) 484-9484
Property Line
Inc.
Job Code: HALE-01
CADD File:: ESA LVI HAlE01
Seal.: 1" = 30 fEET
Drawn: ERIC GRAPE
Checked: STEPHEN LAWN
Date: 1 29 9....
p.r:P' -5
yo '" ~lD AUG 3 1 1999
~ WA1ER RESOUfMS Ui:Pl
SALEM, OREGON '
(1) OW~NER: >,In C'" v.:.UNumi>e<
N"",,__ ~ ;:)I~' ;i.1"l.J
Add.,.. S Mm
City <:: ' S.... Zip~
(1) TIP OF ORK
1l!3New~U 0""",,,,"'''1 oAJtenlioo(repairhero.'ldio;oo)oA_
m DRlLLME'i'iiOD:
~Air oROIaryMud oCabI' oAuger
oOfber
(4) PROPOSED USE:
o IlomeoIk 0 Commmlty 0 1ndu.1ria1
[11berma1 olojoctioo oLiY_
l3> BOllE HOtt CON~JKl.Il;;j1.0N:
SpociaI COIIIlnldioo ___II 0 Yes RNo ilepIh cl Corq>leled Weu ~ ft.
E>ploDv.. used 0 Yes 81 No 1YPe Amuunl
BOLE SEAL
Diamel4Ir Fnm on. MoJerW F'rM:I ,. SIlCb or"""
~ W~~~ '"
rn rn (U)WElLLOG:
Howw....llpIa<:ed: Molbod OA DB Dc 00 DE GroundElevllion
00 OIbero4; ~ o~ ~O-.2.10-~l/o
_ pIa<od from _ ft. to_II. MaleriaI
Gravel pIac:od from II. to II. Size or grav.1
('l CASlNGlLlNER:
~' ....:'"
Cuing' ~ '1.
.
STATE OF OREGON
WATER SUPPLY WELL REPORT
(as required by ORS 537.76S)
Instruction. tor eo-Imn- this -art are on tbe Jast ....- of lbb form.
r".
Olnigllioo
iIOfber~+ ~
('"\
/
I.~<: ~~ S~
. 0
o
o
o
o
I)
o
o
o
o
o
-
o
o
o
o
o
o
W.Wed
nn....
o
o
o
o
o
o
Liner:
f'\
FinalloeIlioo or oboo(.)
(7) PERFORATIONS/SCREENS:
I2\lPedonliooa Molbod ~
OS""'" 1YPe '
...... SIoI ~__~
0.'" 11~ i~ N,::rc; 010.....,
~! ,,,^'
~Q~lI-l1
3 '" 11<120
I
c.....
~
Iil
Ii!
IX!
o
MaIoriIl
"""'..
....
r--,
(8) WElL TESTS: M1DJmUmleot~
tpd( tlC.l5i1'UId- ~ F10wiDg
g'J>unv o Bailer o Air OArto.ian
~f I ~~n I ~_.,
TempellllW"ofw_ ~l. OepIhArto.i..F1owF......
w.. . w.... anaIyail dooo? 0 Y.. By whom
[)jd any atral.a contain walcr DOt suitable fer ~ use? 0 Too little
oSalty OMuddy OOdor oColored OOther
Depth of mila:
Tbno
I hr.
~4
.
WELLI.D,t! :2:2.S'tS
START CARD # \\ tOlrq
(9) LOCATION OF WElL by lepl descriplioo:
Couoly l-ar\t. LIliblde Loogiblde
ToWlUbip \., S N or S Range '2 LJ E or W. WM.
Soc:tiOD~ 1\1/J) 1/4 Nt' 1/4
Tax Lot 5flO Lot . Block Subdivision
StroetAddre..orW.U(or........d'....) ~;;;; r;"~ s-J..oJ
Cft~Ftw ~.~ . ,
(10) Ii C /iTER VE: ...1,...100
~ft.beloWIaDdSurface. Datc~
Arte.ian (lRIIUI'C lb. per JqlWll iocb. Dale
(11) WATER BEARING ZONES:
ileplh.. wbidJ w_ w.. foal f......
2<1'
From
em
'l,:g
~"F
....."7
To
u'"
II'
,-,_ '7
.,<l
Prllrnat".tI Row Rate
~
+-~
~ ?C"
of'/'_<
SWL
Z
I~
e.
2'
To
~
o~
"7.l_
9~
"~-I
1'1
," '
.\ll:7I
...",
"771-
'feU
SWL
La..
o
o
o
o
o
nt'I'" f IJ ."""
IJIJI-SIIMIVI 111011 ... '[.1 J
MAR \ A. 7nll
~:
1"/.
Dale......d 1l'1?I'lq Completed ~"a.lqCjl
(uoboaded) W..... Well Coaatruetor CerlilI..Uoo.
I certify ..... tile wodc I performed on 1he cooatruction, """'lIion, or aI>ondoomeot
of Ibi. well 11 to compliance with Oregon wiler IUpply weD CODJUucUoo It&ndarda.
Malerial. osed and inf<ml8lioo reported abov.... tru"to 1he beat of my knowledg.
and belief, ' ,
WWCNIIIIIber
Dale
Signed
(bonded) Wal<r Well C.......etor CerlII1..Uoo:
1 """"pi reapomibility, for1he <OIlItlu<:Iloo, lllerIlion, or abandcomeol won
performed on!bi. well during Ihe <ODJIruction datoa rcportod above. All won
perli . . tbi~.~ iJ in ~aoce with Oregoo water supply weD
\ 'on 2/ ' '1'i~e"lhebestofmyknowlodg'andbeli;f.
_ \ . /I WWl'-'"lIIDber ~ 3<..
Signed I J_ A V., ." i'/li)~ _~
ORIGINAL & ARST COPY-WATER RESOURCES DEPARTMENT SECOND COPY-CONSTRUCTOR T1nRD COPY-CUSTOMER
~*~ lJett O~\I~~ Co.
. GEOTEC~CALHOLE~RT
: . ,(as required by OAR 690-240-035) .
/L
Address
Cit
(2) TYPE
~New 0 Deepening 0 Alteration (repair/recondition) M Abandonment
(3) CONSTRUCTION:
DRotary Air 0 Hand Auger OHollow Stem Auger
DRolaryMud o Cable Tool Lff"PushProbe OOther
(4) TYPE OF HOLE: I
,re1rocased Temporary 0 Cased Permanent
o Uucased Permaueul 0 Slope Stability 0 Other
(5) USE OF HOLE: '7'-7'
~ 7/~-C4.r.5~n/'d
..r---..
(6) BORE HOLE CONSTRUCTION:
Special Construction approval 0 Yes JirNo Depth ~f Completed Hole ~ f1.
HOLE
SEAL
. From To
~/
Saw or pounds
~
Backfill placed from":::::::"" fl to--===- ft Material
Filter Pack placed from - fL to - ft. Size of pack-
.,'-
Casing'
Tbno"nI
o
o
o
o
o
o
Screeu:
(8) WELL TESl:
o Pump o Bailer 0 Air
Permeability c- Yield
Conductivit~ PH
Temperarure of water 55.... &: Depth artesian flow found
Was water analysis done? ~Yes 0 No
By whom? ~
Depth of strata analyzed. From /b ,..
Remarks: -z
y..-....-L-...n-r - ,#'6-=',<f
>
o Howing Artesian
_ GPM
~fl
it. to
/~"
,-
.
(9) LOCATION OF HOLE by legal description:
COllllly'/ - <: Latitude Longitude -
Townshie -r?:r N 06)Rauge ~ E o@WM.
Section . ~ A/C:- 1/4 S€ 1/4
Tax Lot _ Lot _ Block. c---- Subdivision
SlreetAddressofWel1(ornearestaddress) ~7 ~~- . -5t<
~y_-:,~ d.~~~. .
~~cation Identlffed must be attached
(10) STATIC WATER LEVEL:
~ '" ft below land surface.
Artesian pressure -- lb. per square inch.
(11) SUBSURFACE LOG:
Date /0 -..;3/-
Date
Ground Elevation
ffD;'
Material DeScri tion
From
To
SWL
0'
~>
{,Z
,..- 4 ~2--
.
c:>
Date Started /6 - OZ/ - e;J ~ Date Completed
/0 -,;2/-0
(12) ABANDONMENT LOG:
Material Descri tion
From
Sacks or Pound:
To
Date started
~
pror~ionalCertification
(to be signed by a licensed water supply or monitoring well constructor, or Orego
registered geologist or civil engineer).
I accept responsibility for the construction, alteration. or abandonment work
performed during the construction dates reported above. All work performed
during this time is in compliance wilh Oregon's geotechnical hole construction
standards. This report is true to the beSt of my knowledge and belief.
ft.
;b~
License or Registration Number
Sign
Date ;'.. -<72.3-
/
Affiliation
THIS REPORT MUST BE SUBMITTED TO THE WATER RESOURCES DEPARTMENT WITHIN 30 DAYS OF COMPLETION OF WORK
OQI: CIIRUITTAI REC'D
SECOND COP"y,-.ClJS:rOMER
-
()RIGINAL - WATER RESOURCES DEPARTMENT ARST COPY - ~ONSTRUCTOR
MAR 2 4: 2010
\,.
N
t
~{t;OD
!,tT '
~t~b':~
! 11:.-'
J'-".90.U..-::.-
If: ~,.
.......r..
". ~.
/l'"
"
"
..
.
~.
L
....
i!
L
. ~'-.=
III.
"" ...~~'
'.
n" ,
Jr---I\-"
" '
.
,
"
,
"
"
"74
'~~(t1~:=~":~:;~:~~.~ '"
.
SITE TEST PIT LOGS
.
PRE-SUBMITTAL REC'D
MAR 2 4, 2010
TEST PIT LOG
By:RJD
.5T PIT No.
1
e.TE OF LOG:
08128/04
Depth Sample Moisture In-situ Dry uses Soil Description by ASTM Method 02488
In Feet TYDe Zontent (% )ensi
0 Clav (CLl
Dark brown, .Ioose, s1igh/1y moist Topsoil
1 ..
2
Gravel (GM)
3 2" rounded gravel in a sandy silt matrix, dry to slightly moist
very dense
4
5 ... Gravel IGMI
4" rounded gravel with sand matrix, gray moist to very moist
very dense
6
7
8
Bottom otTest Pit @ 7.S'
No ground water or caving encountered
9
10
11
12
13
14
15 PRE.SUBMITIAL REC'O
MAR 2 4 2010
16
.'
17
TEST PIT lOG
By:RJD
.ST PIT No.
2
e.TE OF lOG:
08128/04
Depth Sample Moisture In-situ Dry USCS Soil Description by ASTM Method 02488
In Feet Type Content 1% ensi
0 - Clav ICll
Dark brown, loose, slightly moist Topsoil
Soil appears 10 have been farmed in the past
1
2
Gravel (GMl
3 Rounded gravel in a silty clay matrix with cobbles to 8", moist
dense
4
5 Siltv Clav (ell
light brown, moist. film to stiff, slight seepage at 5'
6
Soltom oITest Pit@6'
7 No ground water or caving encountered
8
9
10
11
12
13
,
14
15
PRE-SUBMITTAL REC'D
16 MAR 2 4 2010
17
.- TEST PIT LOG
By:RJO
.ST PIT No.
3
_ATE OF LOG:
08/28/04
."
Depth Sample Moisture In-situ ~~ uses Soil Description by ASTM Method 02488
In Feet Tvn<> Content 1% bensitv I
0 Clav (CLl
Dark brown, loose, slightly moist Topsoil
1
2
3 SillY Clav ICU
Brown, moisl, finn PP 1.51sf
good, drainage
4
5
6 Gravel IGMl
onunded gravel in a sil1yday matrix with cobbles 10 R" moi",1
7
Bottom of Test Pit at 6'
No ground water or caving encountered
8
9
10
11
12
13
14
15
PRE-SUBMItTAl REC'D
16 MAR 2 4 2010
17
.:1
"
.
Oregon
.
Theodore R Kulongoski., Governor
Department of Transportation
ODOT District-OS
644 'A'Street'
Springfield, OR 97477
(541) 744-8080
Fax: (541) 726-2509
jeffrey ,r,lange@odotstate,or,us
March 01, 2006
James Branch
Branch Engineering Inc,
310 5th Street
Springfield, OR 97477-4643
Subject:
Notification of Satisfactory Construction and Transmittal of
Permit to Operate, Maintain and Use a State Highway Approach
Highway Number 015, (McKenzie),
at Mile Point 7.2
Application Number 3173
Your approach has been satisfactorily constructed, ODOT can now issue the Permit to
Operate, Maintain, and Use a State Highway Approach,
Upon notice from you, ODOT has inspected the completed approach and has
determined that the approach was constructed in a satisfactory maimer. Thus, a Permit
to Operate, Maintain, and Use an Approach can be issued, and is enclosed,
NOTE: The approach(es) can now be legally used.
The effective period of the Permit to Operate Maintain and Use an Approach is set forth
in OAR 734-051-0300, as follows:
734-051-0300
Effective Period of Permit to Operate, Maintain and Use an Approach
(1) Except as otheIWise provided in the Special Provisions, a PemIit to Operate, Maintain
and Use an Approach shall be in effect for an indefinite period of time from the date of issue of
. the Permit to Operate, Maintain and Use an Approach, unless:
(a) Sooner revoked by mutual consent, or by the Region Manager for failure of the applicant
to abide by the terms and conditions of the Permit to Operate, Maintain, and Use an Approach;
(b) There is a change in use of the approach, as set forth in OAR 734-051-0110;
(c) There is a significant increase in the volume of traffic using the approach, a change in the
character of the traffic using the approach, or a change in the highway facility such that the
approach can no longer be operated without undue conflict with other traffic, as set forth in OAR
734-051-0380'
,
(d) The highway facility is significantly improved to meet classification of the highway and
the highway segment designation objectives, highway mobility standards, spacing standards and
safety criteria that are inconsistent with the approach; or
(e) By other operation ofIaw.
PRE-SUBMIITAl REC'D
MAR 2 4 2010
,...'
.
.
,I
Notification of Satisfactory Construction and
Transmittal of Permit to Operate, Maintain and Use a
State Highway Approach
Highway Number 015, (McKenzie), at Mile Point 7.2
Application Number 3173.
Wednesday, March 01 , 2006
Page 2
(2) The Permit to Operate, Maintain and Use an Approach, the privileges stated therein and
the obligations of the applicant thereby shall be binding upon the successors and assigns of the
applicant, including succe~sors in interest to the property being served by the approach.
(3) The operation, maintenance, and use of an approach is subject to the control of the
legislature over the state highway system. The Permit to Operate, Mirintain, and Use an
Approach shall not be deemed or construed to be beyond the power or authority of the legislature
to control the state highway system. The applicant in accepting the Permit to Operate, Maintain,
and Use an Approach acknowledges that the rights and privileges may be changed or
relinquished by legislative action.
If you have any questions regarding the operation, maintenance or use of your
approach(es), please contact me at (541) 744-8080. I welcome the opportunity to assist
you.
Sinc:erely, .
~W~
Michael Wilbur, Permit Specialist
ODOT District 05, Maintenance Office
Attachments (Permit(s) to Operate, Maintain and Use a State Highway Approach);
PRE.SUBMITTAL REC'D
MAR 2 4 2010
PERMIT NO: 51643
PERMIT TO OPERATE, MAINTAIN AND USE A
STATE HIGHWAY APPROACH
016 MilePolnt: 7.20 Reason for Request: New approach
Oregon DepartfOOnl of Tfs
=
=
'"
-.:I'
C'<I
e::
<(
:;0
Application Id: 3173. Highway Number:
Plan View
Applicant Information
.
Name:
James Branch
Company:
Branch Engineering Inc.
Address:
310 5th Street
Springfield OR 97477-4643
Phone: (^'\
(541) 746..0637 -
eMall:
Property Information
Address:
6696 Main Street
SDrlnafield OR 97478-7008
County:
Lane
Highway: Route:
McKenzie ORE126
MllePo)nt: Engineering Station: Side of Hwy. Net! Forest?:
7.20 320+81 R N
Landmarks:
Approach CIL is 9' West of N. 66th Street CIL
Effective Period
Apennit to operate, maintain and use an approach shall be in efieetfar aD indefinite period of lime unlessl
(a) revoked by mutual consent;
(b) Revoked for failure to abide by the terms and conditions;
(c) A change aiuse occurs as set forth in OAR 734~OSl~0045;
(d) Safety or operational problems exist as set forth in OAR 734-051_0275;
(e) The highway facility is significandy improved to meet cll!.!lsification of the highway, highway mobility standard
standards and safety criteria that are inconsistent with the approach Of;
(1) By other operation of law.
Failure of the applicant to comply with any of the terms and conditions of the permit shall be sufficient cause for c;
the permit and may result in removal of the facility by the Oregon Depanment of Transportation.
The Permit is issued subject to the provisions of Oregon Administrative Rules 734~051-0045 through 734~051-0355,
reference made a part of this permit; and which an: in dfect at Ilny particular time in tbe duration of the permit.
---- >-= /~
---.....:....
--
----~
Specification
Width~: Angle (A):
24.00ft 90
Wing Width (X): Curb-Sdwlk(K):
4.00ft 5.00ft
Paving Lmt(P1): Paving Lmt(P2):
.OOft .OOft
Surf (Ds):
33.00ft
Culvert Diam: Len:
None .00in .00ft
Sub8aseCl"l>e: Thickness:
8aseCrse: Thickness:
19mm - 0 A~gregate Base (3/4" - 0) 12.00in
LevelCrse: Thickness:
Wearer.e: Thicknes.:
Reinforced Concrete 8.00ln
Maintenance of A roach
. Prior to performln9 any malntenence work on the approach, which will interfere with or Interrupt treffic upcn or alcng the highway, the applicant shall cbtaln epproval and necessary
permIts from the District Office, In all cases where traffic signals have been required, sIgnal maIntenance will be performed by the Oregon Department of Transportatlon or as assIgned
by a
Cooperative Cost AgreemElnt.
Property Owner Information
Name:
Wayne Shantz
Company:
Address:
3801 Hawthorne Ave.
Eugene OR 97402-1846
p~5l1) 688-5769 FAJC
( ) -
eMail:
',,-
CHAMPS - d_rpt_permit_apprch_use
Tax Lot Information
Township Range Section Tax Lot
17 02 34.44 1200
This permit is not valid until signed by a duly authorized
representative of the Oregon Department of Transportation.
Page 1 of 1
Dale
<.L
<3 sY06
Printed: 03/01/2006 09:40:07 AM
.
.
..
PERMIT NO: 51643
PERMIT FOR ENCROACHMENT, CONSTRUCTION
ON OR USE OF STATE HIGHWAY
Application Id: 3173 Highway Number: 016
MilePoint 7.20
PROVISIONS
Reason for Request: New approach
.......
Applicant: James Branch Company: Branch Engineering Inc. g:
150.201 Within 48 hours before beginning permit work and again after completing permit work, the Appilcant (or agent) shall notify the District permitting
representative.
150.501 The permitted work is located within the Oregon Utility Notification Center (OUNC) area. The OUNC is a utilities notification system to notify owners
of utilities about excavation work performed in the vicinity of their facilities. The utilities notification system telephone number Is 1-800-332-2344.
170.303 Applicant shall be responsible and liable for (1) investigating presence/absence of any legally protected or regulated environmental resource(s) in
the action area; (2) determining any and all restrictions or requirements that relate to the proposed actions, and complying with such, including bur
not ilmited to those relating to hazardous materlal(s), water quality constraints, wetlands, archeological or historic resources(s) state and federal
threatened or endangered species, etc; (3) complying with all federal, state, and local laws, and obtaining all required and necessary permits and
approval".
,
225.051
1.000
2.000
3.000
4.000
If the applicant impacts a legally protected/regulated resource, applicant/permittee shall be responsible for all costs associated with such impact,
including, but not limited to all costs of mitigation and rehabilitation, and shall indemnify, and hold harmless ODOT for such impacts and be
responsible and liable to ODOT for any costs or claims that ODOT may hava.
Submit tha following In writing five days before the permitted activity.
_ Proposed Traffic Control Plan (TCP) showing all Traffic Control Maasures (TCM). Include the proposed order and duration of all TCM. Do not
start work on any stage of construction until all TCM ara In place and the TCP is operating satisfactorily.
SPECIAL PROVISIONS:
This permit is conditioned upon applicant gaining all required approvals from the City of Springfield.
Applicant is required to complete all construction within the right-of-way to the satisfaction of ODOT and according to ODOT specifications.
The applicant is required to keep vegetation trimmed back to maintain approach sight distance.
"
CHAMPS - d_rpt-prov_woasb
Page 1 of 1
Printed: 031011200609:40:09 AM
<~
Oregon .Division of State Lands .
Attn.: WeUands Program leader ....
775 Summer Street NE, Suite 100
Salem OR 97301-1279
,
D Applicant D Owner Name, Firm and Address: Business phone # (541) 913-8039
../ . Home phone # (optional)
Mlchael,Brandt-Drury
7906 Thurston Road
Springfield, OR 97478
FAX #
E-mail:
. Consultant: Pat Thompson Business phone # 541 933-3318
Name and Address: P.O. Box 1240 FAX # 541 933-2003
Marcola, OR 97454 E-mail: pstcon@aol.com.
The infonnation contained in the attached report is !rue and accurate to the best of my knowledge. I either own the property described
below or I have legal authority to allow access to the property. I authorize the Division to access the property for the purpose of
confinning the information in the report, after prior notification to the primary contact& ."'" ',,, .
Typed/Printed Name: Pat Thompson/for Michael Brandt-Drury Signature: -- ' I A ~
Date: 10/19/04 Special instructions reaardina s~e access: Notify Consultant Firs . ,r.
Proiect and Site Information (for Ialilude & longllude; use centroid of slle or start & end points of linear project)
Proiect Name: Brandt-Drurv Proaertv . Latitude: N 440 02' 40. Lonaitude: 122054' 36"
Proposed Use: Low Density Residential Tax Map # 17-{)2-34
,
"
"
Project Street Address (or other descriptive location): Township 17S Range 02 Sections 34 .
6595 Main Street Tax Lot (5) 1200
Waterway: NA River Mile: NA
City: Sarinafield County: Lane
Wetland Delineation Information
Wetland Consultant Name, Firm and Address: Phone # (541) 933-3318
Patrick S. Thompson Consulting FAX # (541) 933-2003
PO Box 1240 E-mail address: pstcon@aol.com
Marcola, OR 97454
Primary Contact for reoort review and site access is . Consultant D Aoolicant/Owner D Authorized Aoent
Date of Delineation Report: WetlandlWaters Present? I Total Site Acreage: 4 acres
Field work 9/22/04 . Yes D No Total Wetland Acreage: 0.20
Other
Yes No Unknown
Is any of the property crop land? " D . D
If yes, is Applicant/Owner a USDA Program Participant? D . D
If yes, has a NRCS Form 026 been completed for the site? D . D
Does local Wetlands Inventory, if any, show wetland on parcel? . D D
If yes, lWI wetland code: PEM, PFO
Has a previous delineation/application been made.on parcel? D . D
If applicable, previous Division of State Lands #
NWI Quad Name(s): Springfield
For Office Use OnlY
Corps Project #: DSL Wetland Mgr.: DSL WD #
Date Delineation Received: _/_/- DSL Project #
Date Review Completed: / / Related Case Number(s):
A:\drury Del Rept Cover Fonn.doc
PRE.SUBMITTAl REC'D
MAR 2 4 2010
tt
~.
WETLAND DELINEATION
. for
. BRANDT-DRURY PROPERTY - 6595 MAIN STREET
Tax Lot 1200 - T17S, R2W, Sec. 34
SPRINGFIELD, OREGON
by
PATRICK S. THOMPSON, CONSULTING
P.O. Box 1240
. Marco1a, Oregon 98454
Phone: (541) 933-3318
Fax: (541) 933-3319
Emai1: pstc@aol.com
October 2004
PRE-SUBMITIAl RECIO
MAR 2 4 2010
Brandt Property - 6595 Main Jet -Springfield., Oregon
.
Pagei
TABLE OF CONTENTS
1.0 INTRODUCTION. . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . . . . . . . . . I
2.0 PROJECT METHODOLOGY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I
2.1 SOURCE MA TERlAL' ............................................. I
2.2 TECHNICAL CRITERIA ........................................... I
2.3 FIELD METHODOLOGY .......................................... 2
2.3.1 Previous Wetland Delineations. . . . . . . . . . .. . . . . . .. . .. . . . . . . . . . . . 3
2.3.2 NWl Map Review.. .... .. ... ..... ..... ......:.............. . 3
2.3.3 Local Wetland Inventory. . . . . . . . .. .. . . . . . . .. . . ... . . . .. . . . . . .. . 3
2.4 CLIMATOLOGICAL DATA ........................................3
3.0 WETLAND CHARACTERISTICS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
4.0 WETLAND DELINEATION ..............................................4
5.0 DISCUSSION AND CONCLUSIONS. . . . . . . . . . . . . . . . . . . . . . . ... . . .. . . . . . . . .. 5
6.0 REFERENCES. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
LIST OF ATTACHMENTS
A Data Sheets
B Climate Data
C Site Photos
LIST OF FIGURES
1 Site Map
2 Local Wetland Inventory Map
3 Soils Map
4 Wetland Delineation Map
PRE.SUBMITTAL REC'O
MAR 2 4 2010
Patrick S. Thompson Consulting
October 2004
.
.
1.0
INTRODUCTION
PRE.SUBMITTAL REC'O
MAR 2 4, 2010
Patrick S. Thompson Consulting (pSTC) has contracted with Michael. Brandt-Drury to perform a
wetland delineation on Tax lot 1200, loeated 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 of the 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 small manmade ditch 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
April 17, 2004 during a site determination conducted to determine for,planning purposes, the safe
boundaries for construction activities. Site work for the delineation was conducted by Patrick S.
Thompson and Carla J. Cudmore on September 22, 2004.
2.0 PROJECT METHODOLOGY
2.1 SOURCE MATERIAL
The main source document used in this investigation was the U.S. Army Corps of'
Engineers Wetland Delineation Manual, 1987 (herein referred to as the Manual). Other
sources of information used in the site analysis include the U.S. Geological Survey
(U.S.G.S.) topographical quadrangle map for Springfield, Oregon; the National Wetland
Inventory (NWI) map for Springfield; the Natural Resource Conservation Service
(NRCS) Soil Survey of Lane County, Oregon; the U.S. Fish and Wildlife National List of
Plant Species that Occur in Wetlands: Northwest (Region 9); and the City of Springfield
Local Wetland Inventory (L WI). This information was reviewed to assess the location of
potential wetlands prior to collecting the field data.
2.2 TECHNICAL CRITERIA
The Manual provides mandatory technical criteria, field indicators, and recommended
procedures to be used in determining whether an area is a jurisdictional wetland. The
Manual represents a consensus of four federal agencies: The U.S. Army Corps of "
Engineers, the Environmental Protection Agency, the Fish and Wildlife Service, and the
Natural Resource Conservation Service, as related to wetland jurisdiction.
Three mandatory technical criteria are required to be present in an undisturbed natural
area before it can be considered wetland under federal jurisdiction. These criteria are
Patrick S. Thompson Consulting
October 2004
.
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 (FACW) 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 nsually occur in non-wetlands (67-99%). Ifa species
is not assigned to one of the 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 defined
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 MEmODOLOGY
Prior to beginning field work, a compilation of available information and data was
conducted. This included a review of the Lane County Soil Survey, the U.S.G.S.
topographic quadrangles, and the Local Wetland Inventory. These efforts were made to
develop a preliminary indication of where potential wetlands 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 were 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
Delineation Map). Each of the profiles were examined for hydric soils and wetland
hydrology field indicators. In addition, a visual percent-cover estimate of the dominant
species ofthe plant community for a 30 foot radius centering around each soil pit was
performed. Data was recorded in the field and subsequently transferred to standard
wetland delineation data sheets (See Attachment A). PRE-SUBMITIAL REC'D
MAR 2 4 20lU
Patrick S. Thompson Consulting
October 2004
Brandt Property - 6595 Main tet-Springfield, Oregon-
.
Page 3
2.3.1 Previous Wetland Delineations
There have been no previous delineations of the property.
2.3.2 NWI Map Review
PRE-SUBMITTAL REC'O
MAR 2 4 2010
The NWl map shows no wetlands on this property.
2.3.3 Local Wetland Inventory (Figure 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
PEMC/PFOC wetland found during our delineation occupied the same lower
position in the landscape, just with slightly differing limits.
2.4 CLIMATE DATA
The site was visited twice, once in March of2Q03 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 normal. 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 WETLAND CHARACTERISTICS
The project site is comprised of pasture and wooded pasture along with a house, apartment and
outbuilding. The lot is long and narrow. The northern half is flat and js 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 hilI side continues offsite to approximately a 1200' elevation. The
property's high elevation on the south side is approximately 680' and the north has an
approximately low of520' elevation.
The northern half of the property where the house and buildings are located was filled for
building purposes years ago. The portion of the property with the horne site lies approximately
two feet higher in elevation that the adjacent pasture land where the wetlands are located.
There are two different types of wetland on site that blend into each other, palustrine emergent
(PEMC) and palustrine forested (PFOC), both are slope/flat wetlands. The wetland area occupies
the lower position in the landscape on site between the hillside to the south and the filled home
site, apartment building and outbuilding area to the north towards the base of the hillside. Both
wetland types (pEMC and PFOC) have been grazed recently.This wetland is part ofa larger,
historic, fragmented weltand, and currently extends off site to the west where the hydrology is
greater than on site. The property to the east is slightly higher in elevation and has a small 12" to
Patrick S. Thompson Consulting
October 2004
.
Brandt Property - 6595 Main Street -Springfield, 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 I which sununarizes the drainage
classifications for each soil. (See Figure 3 Soils Map).
a e - 01 rama2e ummanzation,
Name Mapping Drainage Deseription Hydric
Unit Classification YeslNo
COburg-Urban Land 32 Moderately well Located on low stream terraces. No
Complex 0-3% drained Combination of undistorbed Coburg
slopes soils along with fill materials with
varying characteristics.
DixonviIle- ' 43C Moderately well Located on rolling foothills and toe No
Philomath-Hazelair drained to well slopes. Generally shallow soils with
complex 3-12% drained moderate to high erosion capacity.
slope
Nekia Silty Clay 89F Well drained Located in foothills. Moderately deep No
Loam 30- 50% slope soils with high erosion potential.
Pengra Silt Loam 105A' Somewhat poorly Located on toe slopes and fans in Yes
drained stratified alluvium. Clay substratum,
and high seasonal.
T hi 1 S'I D' S
During the field investigation the soil matrix color of this area did not range significantly only
from 10YR 3/1 to 10YR 3/2 with slightly varying mottles of 7.5YR4/4 to I OYR 4/6 varying in
depth from 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 with the findings of the soils and
hydrology. The primary wetland vegetation included meadow foxtail (Alopecurus pratensis)
Oregon Ash (Fraxinus latifolia). The portion of the site with the 100' gradual slope contained
several mature (25" in diameter) Oregon ash. Some of the these were in the delineated wetland
but others were in slightly lllgher position in the landscape and the soils, hydrology and other
vegetation were indicative of upland. Some of the volunteer ash seedlings were noted in the
\
pasture area.
PRE.SUBMITTAL REC'O
4.0
WETLAND DELINEATION
MAR 2 4 2010
A total of 0.20 acres of wetland were delineated within the four acre project site (taX lot 1200).
Patrick S. Thompson Consulting
October 2004
Brandt Property - 6595 Mainteet -Springfield., Oregon
.
Page 5
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-wetlimd 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 in
accordance with OAR 141-090-005 through 141-090-0055.
PRE.SUBMITTAl REC'D
MAR 2 4 2010
Patrick S. . Thompson Consulting
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, St. Petersburg; FL., NERC-88/18.37.
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, MS.
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.S-minute
Springfield, Oregon, topographic quadrangle).
U.S. Department of Fish and Wildlife. National Wetlands Inventory Quadrangle, Springfield,
Oregon, 1994.
PRE-SUBMIlTAL RECID
MAR 2 4 2010
Patrick S. Thompson Consulting
October 2004
....r
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Figure 2
L WI Map PRE-51IBMIITAl REC'D
MAR 2 4 2010
.
.
Brandt-Drury Delineation
Figure 3
Soil Survey Map.
32
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PRE-SUBMITTAL REC'O
MAR 2 4 2010
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"@ Branch. Engineering, Inc.
310 Fifth Street
Springfield, Oregon 97477
(541)746-0637 FAX (541)746-0389
branchadmin@branchengineering.com
Civil. Structures . Transportation . Surveying
OL.../'. I 3 Zoo
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREG
JULY 20, 1993
REXA. BETZ
lAc. E;Cr> }-L/3'/OS
'NOTE: THE ACCURACIES OF THE WETLAND MARKERS SHOWN ARE ONE FOOT :J: IN RELATlON TO THE PROPERTY LINE.
"NOTE: THE SITE IS 4 ACRES. THE PORTION TO BE DEVELOPED IS 0.8 ACRES. THE WETLANDS COVER 0.2 ACRES.
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PRE-SUBM!TTAl REC'D
MAR 2 4 2010
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"FND RED" INDICATES 4 FT LATH WITH RED FLAGGING
'NOTE: THE ACCURACIES OF THE WETLAND MARKERS SHOWN ARE ONE FOOT :I: IN RELATION TO THE PROPERTY LINE.
'NOTE: THE SITE IS 4 ACRES. THE PORTION. TO BE DEVELOPED IS 0.8 ACRES. THE WETLANDS COVER 0.2 ACRES.
@ Branch Engineering. Inc.
310 Fifth Street
Springfield. Oregon 97477
(541)746-0637 FAX (541)746-0389
branchadmin@branchengineering.com
Civil . Structures . Transportation . Surveying
Dc../ I Zoe
REGISTERED
PROFESSIONAL
LAN SURVEYOR
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JULY 20. 1993
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MAR 2 4 2010
.
.
ATTACHMENT A
PRE-SUBMITTAL REC'O
MAR 2 4 2010
PATRICK S. T.PSON CONSULTING' WETLAND DETERMeTION DATA FORM
COlKlty: Lane
ProjectlContad: Bmndt-Drurv Delineation
Plant Community pasture and wooded oasture
Pfot location: 8' from easten property line
00 normal environ. conditions exist? YES: ~
Has vegetation: SOIl
Explain:
Date:
sl22tri4
File#:
~
Det. By: PtICG
Plot #: 1
NO:
Hydrology
Explain:
been significantly dlSUrbed?
VEGETATION
Dominant Soecies
Tree SlraIum
Total Cover. 0%
,.
2.
3.
4.
SaDlina/Shrub Stratum
Total Cover: 0%
,.
2.
3.
4.
5.
Indicator Dominant Soeaes
Status % Cover Herbaceous Stratum
Total Cover.
1
2
3
4
5
6
7
6
9
10
11
Indicator
Status % Cove<
100%
. AarosfJSss . FAC 50%
. Festuca arondinacea FAC- 15%
. Geranium moIIe Nl 15%
. Ch nthemum leucanthemum . Nl 5%
. Ala ros tensis FACW 10%
. CirsJum arvense FACU 5%
Percent of Dominant Species that are OSL, FAGW, FAG:
Other Notable Species:
Crltelia Met? YEs:
33%
NO: X
SOILS
Map Unit Name:
Taxonomy:
Coburn-Urban Land Complex
Pachic Ullie Arabc.erol1s
Drainage Class:
On Hydric Soils II~
MWD
No
INC:
YES - Conser
Depth Horizon Matrix Color Redox Concentrations" Redox Depletions" T exlure StrucIure
0-12" AF 10YR312 51! SAB
12-16N A12 10YR312 10YR4/4 lf02 sl SAB
Hydric Soil Indicators:
Histosol
HJstic Epipedon
Sulfidic Odor
Reducing Conditions (test positive)
Gleyed
Redox. Features (w Iln 10")
Concretions I Nodules (w I in 3"; > 2 mm)
High organic content in surface (in Sandy Soils)
Organic streakings (in Sandy Soils)
Organic pan (in Sandy SoIls)
Usted on Hydric Soils Ust
Othec
Criteria Met?
YES
NO~
. abound./sizeJcontrastlcolorllocation (matrix or pores/peds)
HYDROLOGY
Recorded Data
X
Field Data
Recorded Data Available:
No Recorded Data Available
Aerial Photos
Stream Gauge
athe,
Depth of inundation:
Dept to Saturatioo: <16"
Depth to free water:
Pimary Hydrology Indicators:
Inundated
Saturated in up~r 12 inches
Water Marks
Drift Lines
Sediment Deposits
Drainage Pattern
Cliteria Met? YES NO ----L-
Secondary Hydrology Indicators (2 or more required):
Oxidized Root Channels (upper 12~)
Water-stained leaves
local Soit Survey Data
FAC - Neutral Test
other:
DETERMINATION
WEnAND?
YES
NO
x
Comments:
Does not meet aiterfa
PRE "i I.H '''T''I'A I """11)
_ _ __ ..~ }nlVllllfoIl I(rl...
MAR 2 4 2010
PATRICK S. T.PSON CONSULTING' WETLAND DETE~TlON DATA FORM
County: Lane Date: oei22i04
ProjectlContact: Brandt-DrulV Delineation
Plant Community PEMC wetland
, Plot lOcation: ApproximatelY 15' west of Upl
Donormalenviron,condilionsexist? YES: -L- NO: _
Has vegetation: Soil: _ Hydrology: _ been signffic:antly disurbed?
Explain:
FlJe#:
~
Del. By:
Plot #:
Explain:
VEGETATION
FACW
T
,.
2.
3
4
5
6
7
8.
9.
10.
11.
Indicator
rntum Status % Cover
100%
AJOCJeClJfUS Dratensis FACW 40%
Festuca BJ1Jndinacea FAC- 20%
. A rostis FAC 40%
. Ch themum leucanthemum NL T
Dominant Soecies
Tree Stratum
Total Cover. Trace
1. Fraxinus latifoJia _
2.
.3.
4.
SaolinalShrub StRrtum
Total Cover:
Indicator
Status
Dominant Soeoes
% Cover Helbaceous St
Totat Cover:
,.
2.
3.
4.
5.
Percent of Dominant Species that are OBL, FACW, FAC:
Other Notable SPecies:
Criteria Met? YES: X
66%
NO:
SOILS
Map Unit Name:
Taxonomy:
PenQra
Tvpic HaplSQuolls
Drainage Class:
On Hydric Soils liSt?
SPD
~
INC:
Depth Horizon MatrixCoJor Redox Concentrations. Redox Depletions* Texture Structure
()'7" A 10YR3J2 not ranular
7-18"' A12 10VR312 10YR 3/4 (f[)2\ SAB
Hydric Soa Indicators:
Histosol
Histic Epipedon
Sulfidic Odor
Reducing Conditions (test positive)
Gleyed
Redox. Features (w I in 10")
Concretions I Nodules (w I in 3"; > 2 mm)
High organic content in surface ( in Sandy Soils)
Organic streakings (in Sandy Soils)
Organic pan (in Sandy Solis)
Usted on Hydric Soils list
Other:
x
x
Criteria Met?
YES ~ NO
c aboundJsizeJcontras1Jcolorllocation (matrix or pores/peds)
HYDROLOGY
Recorded Data
X
Field Data
Recorded Data Available:
No Recorded Data Available
Aerial Photos
Stream Gauge
Other
Depth of inundation:
Dept to Saturation:
Depth to free water:
Pimary HydrOlOgy Indicators:
Inundated
Saturated in upper 12 inches
WaterMarks
Drift lines
Sediment Deposits
Drainage Pattern
Criteria Met? YES ~ NO
Secondary Hydrology Indicators (2 or more required):
Oxidized Root Channels (upper 12")
Water-stained leaves
X Local Sotl Survey Data
FAC - Neutral iest
X Other: Hvdroloav de1ennined from priordetennination, March 2004.
Neighbor confirmed that wetland area is satuated all winter
Prominent hummocks
DETERMINATION
WETlAND?
YES
x
NO
Comment_s:
1'lowerthan UP 1
PRE.SUBMITTAL REC'D
MAR 2 4, 201C
PATRICK S. WMPSON CONSULTING - WETLAND DETEFTION DATA FORM
County: Lane Date: o9i2V04
Project/Contact: Brandt.Drurv Delineation
Plant Community PEMC wetland
Plot location: North end of westlafld 7rt SE of outbuildlllQ
Do normal environ. conditions exist? YES: X NO:
Has vegetation: _ Soil: ==Hydrology: _been significantly disurbed?
Explain:
File#:~
Det. By: PtlCC
Plot #: 3
Explain:
VEGETATION
1.
2.
3.
4.
5.
Indicator Dominant Soeaes
Status % Cover Herbaceous strat
Total Cover.
FACW 5% 1.
2.
3
4.
5.
6.
7.
8.
9.
10
11.
Indicator
um Status % Cover
100%
Ai ros tenSJS FACW 65%
Festuca anmdinacea FAC- 30%
Dominant Soecies
Tree Stratum
Total Cover: 5%
1. Fraxinus fatifolia
2.
3.
4.
Sao/ina/Shrub Stratum
Total Cover:
Percent of Dominant Species that are OSl, FACW. FAC:
Other Notable Species:
Criteria Met? YES: X
66%
NO:
SOilS
Map Unit Name:
Taxonomy:
PeflQr8
Tvpic HaptaQuolls
Drainage Class:
On Hydric Soils list?
SPD
~
INC:
Depth Horizon Matrtx Color Redox Concentrations. Redox Depletions. Texture Structure
l}.6" A 10YR3J2 notsti ranular
6-18* A12 10YR3f2 10YR 314 (fD2) SAB
HydriC Sotllndicators:
Histoool
Histic Epipedon
Sulfidic Odor
. Redudng Conditions (test positive)
Gleyed
Redox. Features (w I in 10")
Concretions I Nodules (w I in 3~: > 2 mm)
High organic content in surface ( in Sandy Soils)
OJganic streakings (in Sandy So~s)
Organic pan (in Sandy Soils)
Listed on Hydric Salls List
Other:
x
x
Criteria Met?
YES ~ NO
. abaund.lsizelcontrastlcolorllocation (matrix or pores/peels)
HYDROLOGY
Recorded Data
X
Field Data
Recorded D~Ua Available:
No Recorded Data Available
Aerial Photos
Stream Gauge
Other
Depth Of inundation:
Dept to Satutation:
Depth to free water:
Pimary Hydrology Indicators:
Inundated
Saturated in upper 12 inches
Water Marts
DrifllJnes
Sediment Deposits
Drainage Pattern
Crtteria Met? YES ~ NO
Secondary Hydrology Indicators (2 or more required):
Oxidized Root Channels (upper 12~)
Water-stained Leaves
X Local Soil Survey Data
FAC - Neutral Test
X Other: Hvdroloov determined from prior determination. March 2003.
Neighbor confirmed that wetland area is satuated all winter
(anthiUs)
DETERMINATION
WETLAND?
YES
x
NO
Comments:
pnl" t'IIMnl'l'TAI nl:G'g
I\L "UUUIVIII p't1_ 1\'"
MAR 2 4 ZOIO
PATRICK S. -.PSON CONSULTING - WETLAND DETEWTlON DATA FORM
Cou~: Lane
Project/Contact: Brandt-Drury DeHneation
Plant Community oasture and wooded pasture
Plot location: 30' west of eastern Drooertv Une
Do normaf environ. conditions exist? YES:
Has vegetation: Soil:
Explain:
Date:
9;22104
FUe#:
1L--
Oat. By:
Plot #:
X NO:
=== Hydrology: ==== been significantly disutbed?
Explain:
VEGETATION
FACU+
FACU
Dominant Soeaes
% Cover Heroaceous St
Total Cover.
,.
2.
3
4
5
6
20 7
40 8
9
10
11
Indicator
""um Statlls % Cover
40% .
Aarostis SSD. FAC 10%
Festuca arondinacea FAC- 30%
Dominant Soecies
Tree stratum
Total Cover: 0%
,.
2.
3.
4.
SaclinalShrub Stratum
Total Cover: 60%
1. Rubus I aciniatus
2. Rubus rocerus
3.
4.
5.
Indicator
Status
Percent of Dominant Species that are OSLo FACW, FAC:
other Notable Species:
Cmena Met? YES:
25%
NO: X
SOILS
Map Unit Name:
Taxonomy:
Dixonvilfe-Ph~omath+Hazefair Complex
Pachic Ultic AroixeroUs
Drainage Class:
On Hydric Soils list?
MWD
No
INC:
YES - Panther
Depth Horizon Matrix Color Redox Concentrations. Redox Depletions. Texture Structure
0.18" AP/A12 10YR 312 ~. SAB
Hydric Soil Indicators:
Histosol
Histic'Epipedon
Sulfidic Odor
-Reducing Conditions (test positive)
Gleyed
Redox. Features (w f in 10')
Concretions f Nodules (w f in 3"; > 2 mm)
High organic coment in surface ( in Sandy Soils)
Organic streakings (in Sandy Soils)
Organic pan On Sandy Soils)
listed on HYdriC Soils List
Other:
. Criteria Met?
YES
NO~
* abound.fsizefcontrastlcolorflocation (matrix or pores/peds)
HYDROLOGY
Recorded Data
X
Field Data
Recorded Data Available:
No Recorded Data Availabre
Aerial Photos
Stream Gauge
Other
Depth of inundation:
Dept to Saturation: <18"
Depth to free water:
Pimary Hydrology Indicators:
Inundated
Saturated in upper 12 inches
Water Marks
Drift Lines
Sediment Deposits
Drainage Pattern
Criteria Met? YES NO ~
Secondary Hydrology Indicators (2 or more required):
Oxidized Root Channels (upper 12")
Water-stained Leaves
Local So~ Survey Data
FAC - Neutral Test
Other:
DETERMINATION
WETlAND?
YES
NO
X
Comments:
Does not meet criteria
PRE.SIIP.MITTAl REc'n
!H^P n , 2a'~
.-.. .., iItI '2' IU
PATRICK S. ",PSON CONSULTING - WETLAND DETE~TION DATA FORM
County: Lane
ProjedlContact: Brandt-Drury Delineation
Plant Community PEMC wetland
Plot location: 18' north of UP 8
Do nonnal environ. conditions exist? YES:
Has vegetation: Soll:
Explain:
Date: 09122104
File#: ~
Det. By: puce
Plot #: 7
X NO:
==Hydrology: _been significantly OlSUrbed?
Explain:
VEGETATION
1. Rubus I adniatus
2. Rubus roceros
3.
4.
5.
Indicator Dominant Soea
Status % Cover Herbaceous SITat
Total Cover:
FACW 25% 1.
2.
3.
4.
5.
6.
FACU+ T 7.
FACU T 8.
9.
10
11
es Indicator
um S1atus % Cover
60%
Ala ros ratensis FACW 70%
Festuca aruncfmacea FAC- 30%
.
Dominant Soecies
Tree Stratum
Total Cover: 25%
1. Fraxmus latifolia 25" diamete
2.
3.
4.
SaDlinalShrub Stratum
Total Cover:
Percent of Dominant Species that are OBl, FACW. FAC:
Other Notable Species:
Criteria Met? YES: X
66%
NO:
SOILS
Map Unit Name:
Taxonomy:
PenQra
TVPic HaplaQuol1s
Drainage Class:
On Hydric Soils list?
SPD
~
INC:
Depth Horizon Matrix Color Redox Concentrations. Redox Depletions. Texture Structure
0-2" A 1DVR 312 not laranular
2-18" A12 10YR3I1 10YR4/6 and 7.5YR4/4 mD2 stickv SAB
Hydric Soil Indicators:
Hi$1osol
HiStic Epipedon
Sulfidic Odor
Reducing Conditions (test positive)
Gleyed
Redox. Features (w I in 10M)
Concretions I Nodules (w I in 3M; > 2 mm)
High organic content in sUrface ( in Sandy Soils)
Organic streakings (in Sandy Soils)
Organic pan (in Sandy Soils)
listed on Hydric Soils List
Other: .
x
x
Criteria Met?
YES ~ NO
.. abound.lsizelcontrast/coIorllocation (matrix or pores/peds)
HYDROLOGY
Recorded Data
X
Field Data
Recorded Data Available:
No Recorded Data Available
Aerial Photos
Stream Gauge
, Other
Depth of inundation:
Dept to Saturation:
Depth to free water:
Pimary Hydrology Indicators:
Inundated
Saturated in upper 12 inches
WaterMarks
Drift lines
Sediment Deposits
Drainage Pattern
Criteria Met? YES ~ NO
Secondary Hydrology Indicators (2 or more required):
Oxidized Root Channels (upper 12")
Water-stained Leaves
X Local Soil Survey Data
FAC -Neutral Test
X Other: Hvdroloov determined from orior determination March 2004.
Neighbor confirmed that wet!and area is satuated all winter
anthills
DETERMINATION
WETlAND?
YES
x
NO
Comments:
l' lower than UP 8
DDt_~IIP.MITTAI D~c'n
I I'... v- - '.. -- ..
ivi~~ Z II: 20iG
PATRICK S. ",PSON CONSULTING
WETLAND DETER.TlON DATA FORM
County: lane Date: 9122J04
Project/Contact: Brandl-Drury DelineaUon
Plant Community pasture and wooded oasture
Plot location: '60' west at eastern DrOoertv line near base of slODe
Do nonnal environ. conditions exist? YES: ~ NO: _
Has vegetation: Soil: _Hydrology: _beerI significantly dlsurbed?
Explain:
File#:
1L--
Det. By:
Plot #:
Exp1ai':l:
VEGETATION
t
2
3
4
5
. Indicator Dominant Soecies
StaIus % Cove< Herbaceous Stratum
20% Total Cover:
. Ftaxinus latifolia (25" diametert FACW 20% ,.
_ COllIfus comuta FACU T 2. Fe
3.
4.
5.
70% 6.
o Rubus rvnN>ros FACU 70% 7.
_ Rubus laciniatus FACU+ T 8.
.9.
to.
11.
Indicator
Status % Cover
Dominant Soecies
Tree StnItum
Total Cover:
30%
aetts radicats
silica arundinacea
FACU T
FAC- 30%
1
2
3
4
SaDlinalShrub Stratum
Total Cover:
Percent of Dominant Species that are DBl, FACW, FAC:
Other Notable Species:
Criteria Met? YES:
33%
NO: X
SOILS
Map Unit Name:
Taxonomy:
DlxonvUle-PhilomattrHazelair Complex
Pachic Ultic Amixerolls
Drainage Class:
On Hydric Soils list?
MWD
No
INC:
YES ~ Panther
Depth Horizon Matrix Color Redox Concerrtrations* Redox Depletions. Te"",,, Structwe
0-18" AP/A12 10YR312 Notsti Friable
Hydric Soil Indicators:
Histosol
Histic Epipedon
Sulfidic Odor
Reducing Conditions (test positive)
Gleyed
Redox. Features (w I in 10")
Concretions I Nodules (w lin 3~; > 2 mm)
High organic content in surface ( in Sandy Soils)
Organic streakings (in Sandy SoItS)
Organic pan (in Sandy Soils)
Listed on Hydric Salls List
Other:
Criteria Met?
YES
NO~
. aboundJsizeloontrast/colorllocation (matrix or poresIpeds)
HYDROLOGY
Recorded Data
X
Field Data
Recorded Data Available:
No Recorded Data Available
Aerial Photos
Stream Gauge
Otller
Depth of inundation:
Dept to Saturation: <18~
Depth to free water:
Pimary Hydrology Indicators;
Inundated
Saturated in upper 12 inches
Water Martts
Drift Lines
Sediment Deposits
Drainage Pattern
Criteria Met? YES NO ~
Secondary Hydrology Indicators (2 or more required):
. Oxidized Root Channels (upper 12")
Water.stained Leaves
Local Soil Survey Data
FAC - Neutral Test
Other:
WETLAND?
YES
NO
x
Comments:
Does not meet criteria
.,"',. 'UII'\lII"i"'P" I "P"^'~
r 1\&::".,)lJI "'''IIIF\L I\&::\" IJ
MAR 2 4 2010
DETERMINATION
.
.
ATTACHMENT B
PRE-SUBMITTAL REC'D
MAR 2 4 2010
.
Page lof2
. .
PRELIMINARY LOCAL CLIMATOLOGICAL DATA
CXUS55 KPQR 011136
CF6EUG
PRELIMINARY LOCAL CLIMATOLOGICAL DATA (WS FORM: F-6)
STATION: '
MONTH:
YEAR:
LATITUDE:
LONGITUDE:
TEMPERATURE IN F: :PCPN: SNOW: WIND : SUNSHINE: SKY : PK WND
1 2 3 4 5 6A 6B 7 8 9 10 11 12 13 14 15 16 17 18
AVG MX 2MIN
DY MAX MIN AVG DEP HDD COD WTR SNW OPTH SPO SPD DIR MIN PSBL S-S WX SPD DR
1 74 48 61 -4 4 0 0.20 M 0 7.7 17 290 M M 5 18 20 280
2 67 47 57 -8 8 0 0.61 M 0 4.6 32 330 M M 6 1238 38 340
3 74 48 61 -3 4 0 0.00 M 0 4.3 12 30 M M 4 128 15 40
4 74 48 61 -3 4 0 T M 0 6.5 15 20 M M 6 1 18 10
5 78 45 62 -2 3 0 0.00 0.0 0 10.7 23 360 M M 0 1 25 360
6 81 48 65 1 0 0 0.00 0.0 0 6.4 15 30 M M 0 21 350
7 81 46 64 0 1 0 0.00 M 0 4.7 12 40 M M 0 18 17 350
8 81 47 64 0 1 0 0.00 0.0 ,M 3.7 16 230 M M 0 20 230
9 71 52 62 -1 3 0 0.00 0.0 0 5.2 13 20 M M 5 18 15 20
, 10 84 47 66 3 0 1 0.00 0.0 0 7.2 16 240 M M 3 18 21 250
11 71 58 65 2 0 0 0.01 0.0 0 5.1 15 200 M M 10 1 18 220
12 71 47 59 -4 6 0 T M 0 4.7 17 220 M M 5 1 18 240
13 72 56 64 1 1 0 0.10 0.0 0 11.2 23 270 M M 7 1 28 270
14 73 50 62 0 3 0 T 0.0 0 6.9 16 250 M M 6 20 250
15 73 56 65 '3 0 0 0.04 0.0 0 8.8 18 240 M M 7 1 22 240
16 72 50 61 -1 4 0 T 0.0 0 7.8 20 260 M M 8 22 260
17 62 ,50 56 -6 9 0 0.29 0.0 0 9.9 21 240 M M 9 1 25 240
18 59 50 55 -6 10 0 0.60 0.0 0 13.0 26 180 M M 8 1 ' 29 i90
19 61 45 53 -8 12 0 0.22 M 0 5.3 22 320 M M 8 1 24 320
20 68 42 55 -6 10 0 0.00 0.0 0 3.8 9 340 M M 4 1 10 340
21 70 38 54 -6 11 0 0.00 0.0 0 4.6 15 20 M M 1 1 17 30
22 74 42 58 -2 7 0 0.00 ,0.0 0 3.2 12 10 M M 0 1 14 20
23 76 46 61 1 4 0 0.00 0.0 0 5.0 14 20 M M 2 12 17 340
24 75 .47 61 1 4 0 0.00 0.0 0 2.8 10 30 M M 4 128 13 30
25 67 50 59 0 6 0 0.00 0.0 0 5.5 14 220 M M 9 12 16 210
26 70 48 59 0 6 0 0.00 0.0 0 4.4 13 40 M M 7 12 16 ,30
27 73 47 60 1 5 0 0.00 0.0 0 4.7 12 30 M M 6 128 15 30
28 79 48 64 6 1 0 0.00 0.0 0 5.1 14 220 M M 4 12 15 220
29 62 53 58 0 7 0 0.00 0.0 0 3.5 9 180 M M 9 1 10 180
30 67 45 56 -2 9 0 0.00 0.0 0 4.6 14 20 M M 6 1 17 20
8M 2160 1444 143 1 2.07 0.0 180.9 M 149
AV 72.0 48.1 6.0 FASTST PSBL % 5 MAX (MPH)
MISC ----> 32 330 38 340
NOTES: PRE.SUBMITTAL REC'D
# LAST OF SEVERAL OCCURRENCES
COLUMN 17 PEAK WIND IN M.P.H. MAR 2 4 2010
http://www.ocs.orst.edu/pub_ftp/climate _ dataldaily/lcdleugene/eug0904.txt 10/13/04
.
ragt: ,t. U1 L.
.
PRELIMINARY LOCAL CLIMATOLOGICAL DATA (WS FORM: F-6) , PAGE 2
[TEMPERATURE DATA]
AVERAGE MONTHLY: 60.1
DPTR FM NORMAL: -1. 6
HIGHEST: 84 ON 10
LOWEST: 38 ON 21
[NO. OF DAYS WITH]
MAX 32 OR BELOW:
MAX 90 OR ABOVE:
MIN 32 OR BELOW:
MIN 0 OR BELOW:
[HDD (BASE 65)
TOTAL THIS MO.
DPTR FM NORMAL
SEASONAL TOTAL
DPTR FM NORMAL
[CDD (BASE 65)
TOTAL THIS MO.
DPTR FM NORMAL
SEASONAL TOTAL
DPTR FM NORMAL
[REMARKS]
#FINAL#
143
28
163
-28
1
-31
329
88
STATION: EUG
MONTH: \ SEPTEMBER
YEAR: 20
LATITUDE: 44 7 N
LONGITUDE: 123 13 W
[PRECIPITATION DATA]
TOTAL FOR MONTH:
DPTR FM NORMAL:
GRTST 24HR 0.70
2.07
0.53
ON 18-19
SYMBOLS USED IN COLUMN 16
1
2
FOG
FOG REDUCING VISIBILITY
TO 1/4 MILE OR LESS
THUNDER
ICE PELLETS
HAILr
GLAZE OR RIME
BLOWING DUST OR SAND:
VSBY 1/2 MILE OR LESS
SMOKE OR HAZE
BLOWING SNOW
TORNADO
SNOW, ICE PELLETS, HAIL
TOTAL MONTH: 0.0 INCH
GRTST 24HR 0.0
GRTST DEPTH: 0
[WEATHER - ,DAYS WITH]
o
o
o
o
0.01 INCH OR MORE:
0.10 INCH OR MORE:
0.50 INCH OR MORE:
1.00 INCH OR MORE:
8
6
2
o
3
4
5
6
7
8
9
X
Please note that this information is preliminary and unofficial.
Official and certified climatological data can be accessed at:
National Climatic Data Center
CLEAR
PTCLDY
CLOUDY
(SCALE 0-3)
(SCALE 4-7)
(SCALE 8-10)
8
15
7
PRE-SUBMITTAL REeD
MAR 2 4 2010
http://www.ocs.orst.edulpub jtp/climate _ dataldaily/lcd/eugene/eug0904. txt
10/13/04
[PRESSURE DATA]
HIGHEST SLP 30.39 ON 21
LOWEST SLP 29.72 ON 18
[TEMPERATURE DATA]
AVERAGE MONTHLY: 45.2
DPTR FM NORMAL: .5.4
HIGHEST: 61 ON 23
LOWEST: 29 ON 18
(NO. OF DAYS WITH]
MAX 32 OR BELOW:
MAX 90 OR ABOVE:
MIN 32 OR BELOW:
MIN 0 OR BELOW:
(HOD (BASE 65)
TOTAL THIS MO.
DPTR FM NORMAL
SEASONAL TOTAL
DPTR FM NORMAL
(COD (BASE 65)
TOTAL THIS MO.
DPTR FM NORMAL
SEASONAL TOTAL
DPTR FM NORMAL
606
-163
2438
-266
.
.
Page 2 of2
MONTH: JANUARY
YEAR: 2003
LATITUDE: 44 7 N
LONGITUDE: 123 13 W
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 OUST OR SAND:
VSBY 1/2 MILE OR LESS
SMOKE OR HAZE
BLOWING SNOW
TORNADO
[PRECIPITATION DATA]
TOTAL FOR MONTH:
DPTR FM NORMAL:
GRTST 24HR 1. 03
6.67
-0.98
ON 29-30
3
4
5
6
7
8
9
X
PRE.SUBMllTAl REC'O
MAR 2 4 2010
http://www.ocs.orst.edulpubJtp/c1imate_dataldailyllcd/eugene/eugO 103 .txt
SNOW,. ICE PELLETS, HAIL
TOTAL MONTH: 0.0 INCH
GRTST 24HR 0.0
GRTST DEPTH: 0
[WEATHER - DAYS WITH]
o
o
7
o
0.01 INCH OR MORE: 16
0.10 INCH OR MORE: 12
0.50 INCH OR MORE: 6
1.00 INCH OR MORE: 0
CLEAR
PTCLDY
CLOUDY
(SCALE 0-3) 2
(SCALE 4-7) 9
(SCALE 8-10) 20
o
o
o
o
[PRESSURE DATA]
HIGHEST SLP 30.48 ON 5
LOWEST SLP 29.84 ON 22
"
10/13/04
\
.
Page 2 of2
.
L~~T=~2~~
[TEMPERATURE DATA]
[PRECIPITATION DATA]
AVERAGE MONTHLY: 42.5
DPTR FM NORMAL: -0.3
HIGHEST: 59 ON 14
LOWEST: 25 ON 9, 8
TOTAL FOR MONTH:
DPTR FM NORMAL:
GRTST 24HR 1. 02
2.79
-3.56
ON 16-17
SNOW, ICE PELLETS, HAIL
TOTAL MONTH: 0.0 INCH
GRTST 24HR 0.0
GRTST DEPTH: 0
8
[NO. OF DAYS WITH] [WEATHER - DAYS WITH] 9
X
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 MORE: 2
MIN 0 OR BELOW:. 0 1. 00 INCH OR MORE: 0
[HDD (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 (BASE 65)
TOTAL THIS MO.
DPTR FM NORMAL
SEASONAL TOTAL
DPTR FM NORMAL
o
o
o
o
[PRESSURE DATA]
HIGHEST SLP 30.45 ON 3
LOWEST SLP 29.69 ON 13
[REMARKS]
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
- SMOKE OR HAZE
- BLOWING SNOW
~ TORNADO
PRE-SUBMITTAL REC'O
MAR 2 4 2010
http://www.ocs.orst.edu/pub_ftp/climate _ dataJdaily/lcdJeugene/eug0203.txt
10/13/04
[TEMPERATURE DATA]
AVERAGE MONTHLY: 49.2
DPTR FM NORMAL: 2.9
HIGHEST: 78 ON 30
LOWEST: 32 ON 2
.
.
Page 2 of2
MARCH
2003
4 7 N
LONGITUDE: 123 13 W
[PRECIPITATION DATA]
TOTAL FOR MONTH:
DPTR FM NORMAL:
GRTST 24HR 0.84
5.68
-0.12
ON 7- 7
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: 25
MAX 90 OR ABOVE: 0 0.10 INCH OR MORE: 15
MIN 32 OR BELOW: 1 0.50 INCH OR MORE: 4
MIN 0 OR BELOW: 0 1.00 INCH OR MORE: 0
[HDD (BASE 65)
TOTAL THIS MO. 484 "CLEAR ( SCALE 0-3) 2
DPTR FM NORMAL -80 PTCLDY (SCALE 4-7) 14
SEASONAL TOTAL 3543 CLOUDY (SCALE 8-10) 15
DPTR FM NORMAL -340
[CDD (BASE 65)
TOTAL THIS MO.
DPTR FM NORMAL
SEASONAL TOTAL
DPTR FM NORMAL
[REMARKS]
o
o
o
o
[PRESSURE DATA]
HIGHEST SLP 30.48 ON 28
LOWEST SLP 29.28 ON 14
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
PRE-SUBMITTAL REC'D
MAR 2 4 2010
http://www.ocs.orst.edu/pub _ ftp/climate_data/daily/lcd/eugene/eug0303.txt
10/13/04
. Page I of2
.
PRELIMINARY LOCAL CLIMATOLOGICAL DATA (WS FORM: F-6)
STATION: EUGENE
MONTH: ~
YEAR: 2003
LATITUDE: 44 7 N
LONGITUDE: 123 13 W
TEMPERATURE IN F: :PCPN: SNOW: WIND :SUNSHINE: SKY :PK WND
================================================================================
1 2 3 4 5 6A 68 7 8 9 .10 11 12 13 14 15 16 17 18
AVG MX 2MIN
DY MAX MIN AVG DEP HDD CDD WTR SNW DPTH SPD SPD DIR MIN PS8L S-S wx SPD DR
================================================================================
1 52 39 46 -2 19 0 0.06 M M 11.2 29 230 M M 9 35 240
2 49 37 43 -5 22 0 0.04 M M 15.0 24 180 M M 7 3 29 180
3 51 37 44 -4 21 0 0.42 M M 10.8 25 210 M M 8 1 30 210
4 50 38 44 -4 21 0 0.25 M M 4.5 15 360 M M 9 1 21 340
5 47 37 42 -6 23 0 0.39 M M 12.8 .21 180 M M 9 1 24 180
6 56 38 47 -2 18 0 0.07 M. M 9.4 22 170 M M 7 . 25 180
7 63 46 55 6 10 0 0.04 M M 8.8 16 240 M M 8 22 180
8 69 47 58 9 7 0 T M M 9.3 20 270 M M 4 23 260
9 61 46 54 5 11 0 0.01 M 0 4.4 10 270 M M 8 13 270
10 56 49 53 4 12 0 0.13 M M 6.3 14 230 M M 10 1 15 170
11 63 48 56 7 9 0 0.53 M M 5.9 15 180 M M 9 1 17 180
12 60 46 53 4 12 0 0.74 M M 6.0 17 250 M M 9 13 21 250
13 59 40 50 1 15 0 0.03 M M 7.9 25 250 M M 6 29 240
14 58 39 49 0 16 0 0.02 M M 10.4 21 190 M M 6 24 190
15 55 44 50 0 15 0 0.14 M M 6.2 14 190 M M 9 1 M M
16 57 44 51 1 14 0 0.16. M M 4.6 13 260 M M "9 1 16 270
17 56 42 49 -1 16 0 0.13 M M 8.7 21 280 M M 9 1 24 250
18 57 38 48 -2 17 0 T M M 3.7 9 350 M M 5 10 350
19 64 37 51 1 14 0 0.00 0.0 M 5.4 12 220 M M 1 13 240
20 63 42 53 3 12 0 0.71 M M 6.2 16 270 M M 8 1 18 260
21 54 46 50 -1 15 0 0.13 M M 3.0 12 300 M M 10 18 13 350
22 58 44 51 0 14 0 0.00 0.0 0 5.3 14 150 M M 7 17 160
23 54 41 48 -3 17 0 1.08 M 0 7.7 26 210 M M 10 1 31 190
24 54 37 46 -5 19 0 0.11 M M 8.7 22 220 M M 6 25 210
25 53 35 44 -7 21 0 0.16 M M 5.4 35 220 M M 8 125 46 220
26 56 39 48 -3 17 0 0.02 M M 11. 7 26 200 M M 6 32 200
27 63 36 50 -1 15 0 0.00 0.0 M 7.2 15 350 M M 4 12 18 350
28 57 46 52 0 13 0 0.03 M M 5.8 13 10 M M 5 15 10
29 64 41 53 1 12 0 0:22 M M 4.7 24 200 M M 6 13 26 210
30 64 42 53 1 12 0 0.00 0.0 M 5.1 12 290 M M 6 16 220
================================================================================
SM 1723 1241 459 0 5.62 0.0 222.1 M 218
================================================================================
AV 57.4 41.4 7.4 FASTST PSBL % 7 MAX (MPH)
MISC ----> 35 220 46 220
==~=============================================================================
NOTES:
# LAST OF SEVERAL OCCURRENCES PRE-SUBMITTAL REC'O
COLUMN 17 PEAK WIND IN M.P.H. MAR 2 4 2010
PRELIMINARY LOCAL CLIMATOLOGICAL DATA (WS FORM: F-6) , PAGE 2
STATION: EUGENE
MONTH: APRIL
http://www.ocs.orst.edulpubjtp/climate _ dataldailyllcd/eugene/eug0403. txt 10/13/04
[TEMPERATURE DATA]
AVERAGE MONTHLY: 49.4
DPTR FM NORMAL: -0.4
HIGHEST: 69 ON 8
LOWEST: 35 ON 25
[NO. OF DAYS WITH]
MAX 32 OR .BELOW:
MAX 90 OR ABOVE:
MIN 32 OR BELOW:
MIN 0 OR BELOW:
[HOD (BASE 65)
TOTAL THIS MO.
DPTR FM NORMAL
SEASONAL TOTAL
DPTR FM NORMAL
[COD (BASE 65)
TOTAL THIS MO.
DPTR FM NORMAL
SEASONAL TOTAL
DPTR FM NORMAL
[REMARKS]
459
16
4002
-324
.
.
Page 2 of2
YEAR: 2003
LATITUDE: 44 7 N.
LONGITUDE: 123 13 W
April 200~
[PRECIPITATION DATA]
TOTAL FOR MONTH:
DPTR FM NORMAL:
GRTST 24HR 1.15
5.62
1.96
ON 23-24
SNOW, ICE PELLETS, HAIL
TOTAL MONTH: 0.0 INCH
GRTST 24HR 0.0
GRTST DEPTH: 0
[WEATHER - DAYS WITH]
o.
o
o
o
0.01 INCH OR MORE: 24
0.10 INCH OR MORE: 15
0.50 INCH OR MORE: 4
1.00 INCH OR MORE: 1
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
8 SMOKE OR HAZE
9 BLOWING SNOW
X TORNADO
PRE-SUBMITTAL REC'O
MAR 2 4 2010
http://www.ocs.orst.edulpub_ftp/climate _ data/daily/lcd/eugene/eug0403 .txt
CLEAR
PTCLDY
CLOUDY
(SCALE 0-,3) 1
(SCALE 4-7) 13
(SCALE 8-10) 16
o
o
o
o
[PRESSURE DATA]
HIGHEST SLP 30.26 ON 18
LOWEST SLP 29.56 ON 12
10113/04
.
.
ATTACHMENT C
PRE-SUBMITTAL REC'O
MAR 2 4 2010
.
Photo I - 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.
Photo 2 - South side of the forested wetland/upland boundary. Staking shows vegetation
changes at the boundary with the blackberries occupying the upland areas and ~sgUffiWfrAL REC/D
wetland. MAR
2 4 2010
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 appro~imately the
blackberry line. ~
.
s::U>
)>c::
;:o1CCl
NS:::
>l>-j;!
N .--
=
C5~
(")
d
STORMW ATER MANAGEMENT PLAN
Site Plan Review Application
6595 Main Street
17-02-34-44 TL 1200
For: Michael Brandt-Drury
Prepared By: Branch Engineering, Inc.
August 2004
<;
PRE.SUBMITTAL REC'D
MAR 2 4 2010
SUMMARY OF PROPOSED MANAGEMENT PLAN
Site Plan Review Application
6595 Main Street
17-02-34-44 TL 1200
Currently the project area has a main residence and accessory dwelling; the remaining
area consists oflawn, weed grass and a small amount of wetland. The soil on site has very low
permeability causing the majority of the rainfall to runoff under current conditions. The site
naturally slopes towards the northwest, but the highway to the north causes the runoff to channel
along the south side of the highway, eventually entering the drainage system in the highway.
The wetlands are a result of stormwater ponding at the base of the hill to the south of the project
area. It is not believed that the wetland water enters the Main Street system under the existing
conditions. Maps showing the topography of the area are included in Appendix A
The soils in 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 soils on the site as having a slow percolation rate. Due to these two factors, the majority of
stormwater exits the site as runoff under the current conditions. Appendix B shows that 0.33 cfs
currently enters the ODOT system from this site.
The project proposes to keep the main residence, but replace the accessory dwelling with
a fourplex, two duplexes and a parking area. The driving and parking areas associated with the
development need to be drained to a treatment system then released from the site. A 36"
stormwater pipe is being installed at the Mountain Gate subdivision this summer, but is far
enough away that an extension to this site is not practical. The only other option is to drain the
water from the development to the drainage system in Main Street. An application has been
submitted to ODOT for pennission to drain the runoff to Main Street and the stormwater 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 drain to this swale for filtration before leaving the site. The swale
will be planted with a standard swale grass seed mix as called out on the landscaping plan in
Appendix A Runoff from the roofs and pervious areas will not be treated since these are not
considered to be contaminated areas. However, the roof runoff will be channeled through the
orifice to control the discharge rate. The roof drain pipe was not able to daylight in the swale
due to the maximum possible flowline being lower than the swale flowline. Consequently, the
roof drain pipe taps into the swale catchbasin.
The only design specification that the swale was not able to meet is the 100 foot
minimum length. Due to the shape of the lot and the locations of the existing 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 minimum residence time. The calculations associated with the water
quality portion of the swale design are included as Appendix C.
As already mentioned, a seasonal high water table exists in the area. To prevent
groundwater inflow, the bottom of the swale is set to be approximately 1.5 feet below existing
ground (the maximum expected water table elevation).
As shown in Appendix D, the post-development runoff has been limited to the pre-
development runoff. This does cause some ponding in the swale, but as shown in the
calculations the maximum water surface elevation (515.97) is a foot below the lowest top of
PRE-SUBMllTAl REC'O
MAR 2 4 2010
swale elevation (517) and only half a foot above the bottom of swale (515.56). This amount of
ponding is minor 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 storm per ODOT
requirements. Appendix E checks the 25 year, 24 hour storm per the City of Springfield
requirements. The calculations included in Appendix E show that the 25 year storm causes an
equally minor amount of ponding.
PRE.SUBMITTAL REC'O
MAR 2 4 2010
APPENDICIES
APPENDIX A
APPENDIX B
APPENDIX C
APPENDIX D
APPENDIX E
Maps
Current Runoff Conditions
Water Quality Stonn Calculations
10 Year Stonn Calculations
25 Year Stonn Calculations
PRE '"
-
11.1,1
., '~'D
."
MAR 2 4 2010
APPENDIX A
Maps
Including:
USGS Quad Map
City of Springfield Topo
Isopluvial Maps
Tax Assessor's Map
Proposed Grading, Paving and Drainage Plan
Proposed Landscaping Plan
~ .L It
TopoZone - The Web's Topographic Map
on
ch
.
'.
.
. '.
. .... . · · : .', MAo/N-....!I... ..
.~..- --'..': -1"F',u ..- - u.."IIl . ..
...,....:.::....I..~..'Il:":- I'
o
0.09
0.18
0.'0
0.36
0.4!l _1
r'
M=17 .11
G=O.062
o
0.1
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UNITED STATES DEPARTAIENT Or- TilE INTEllIOR
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PLATE 2
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- - - PJood.r...quencY"'f,on boundary
PLATE 2.--ISOI'WVIAlS or- 2-VR,24.1I0UR PRECIPITATION IN TENTIIS or- AN (NCII FOR WESTERN OREGON
ISOPLUVIALS OF 10-YR24-HR PRECIPITATION
II
FKE-SuDiviiiiM~ ~cC'V
MAR 2 4 2010
~
ISOPLUVIAlS OF 25-YR 24-HR PRECIPITATION
'!
I
I
APPENDIX B
Current Runoff Conditions
Including:
Lane County Soils Survey Data
Time of Concentration
Santa Barbara Urban Hydrograph
IAr <l II
r
,
DETERMINA nON OF v ARlABLES FOR APPENDIX B
Time of Concentration
It is assumed that the wetland water stays within the wetlands and does not drain 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 comer 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 k
L = 340 + 120 = 460 ft
The change in elevation across the flow path can be seen on the city topa map.
~elev=517.8-516=1.8 ft
slope = ~ = 0.004 ft/ft
460
An equation for velocity is given in Appendix F of the TR-55 Manual.
v = 16. 1345(s )05 = 16.1345(0.004}'= 1.01 ft/s
460 .
T =-=8 min
, 1.01
Drainage Areas
The entire drainage area (the sitearea~Northofthe,wetlanps) is counted asperviotls.
0.. . ""'"'_"" ",_"_'~._
Rainfall Depth
Based on the isopluvial maps for"Oregim, the 10 year, 24 hour rainfall is 4.3 indies.
Curve Number
Because the soil over the majority of the.drainage area is classified as Hydrologic Group C and .
the lawn grass is in good condition, Table 2-2a of the TR-55 Manual specifies a Curve Number
of74.
PRE-SUBMITfAL REC'O
MAR 2 4 2010
, r
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1 If :~Jm ! 0" """"-1
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PRE-SUBMITTAL REC'D
MAR 2 4 2010
50
lower part to a depth of 60 inches or more is
multicolored sand.
Permeability of this Cloquato soil 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, Chehalis, 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
that identification is not feasible. ' ,n,
This unit is used mainly for urban development. It is
also used for yards and as open areas around and
between buildings.
If this unit 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, irrigation 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 unit 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 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 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.
Included in this unit are small areas of Conser,
Malabon, Oxley, and Salem soils. Included areas make
up about 15 percent of the total acreage.
Permeability of this Coburg soil is moderately siow.
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 unit Is used for small grain, grass seed, pasture,
orchards, irrigated vegetatile crops, recreation, and
urban development.
This unit Is suited to many kinds of crops. In summer,
irrigation is required for maximum production of most
crops. Sprinkler Irrigation can be used, but water needs
to be applied slowly to minimize runoff.
Grain and grasses respond to nitrogen; legumes
respond to phosphorus, boron, sulfur, and lime; and
vegetables and berries 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. Restricting use of
machinery when this unit is wet minimizes compaction.
This unit is suited to pasture. Proper stocking rates,
pasture rotation, and restricted grazing during wet
periods help to keep the pasture in good condition and
, to proter.t the soil from erosion and compaction.
If this unit is used for recreational development, the
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 are
constructed on this unit, properly designing foundations
and footings and diverting runoff away fmn" i:'uilding-"
help to prevent structural damage as a r8suij 01 shrinking
and swelling. Roads and streets can be built if 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 seasonal high water '
table and droughtiness should be selected if drainage'
and irrigation are not provided.
, 'This unit is in capabiliiy 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 100 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 period is 165 to 210 days.
This unit is 45 percent relatively undisturbed Coburg
silty clay loam, 10 percent disturbed Co burg silty clay
loam, and 30 percent Urban land. The components of
this unit are so intricateiy intermingled that it was not
practical to map them separately at the scale used.
Included in this unit,are small areas of Conser,
Malabon, Oxley, and Salem soils. Included areas make
up about 15 percent of the total acreage.
The relatively undisturbed Coburg soil is deep and
moderately well drained. It formed jn sHty and clayey
mixed alluvium. Typically, the sUErfa~'fBlaye~lis[veRr;y.Gi\f,k
PR .SU IVIII A tl; U
MAR 2 4 2010
Lane' COUlity Area, Oregon
swell potential, moderately slow permeability, and low
strength of the soil when wet.
This map unit is in capability subclass Vie.
105A-Pengra silt loam, 1 to 4 percent slopes. This
deep, somewhat poorly drained soil is 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 period 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, Hazelair, Natroy, and Panther soils. 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 slight.
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, poor,tilth, 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
grow1h 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 nitrogen, and
legumes respond to phosphorus and iime.
If this unit is used for recreational development, the
main limitation is wetness during much of the year.
If this unit is used for homesite development, the main
limitations are wetness, high shrink-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 away from
buildings help to prevent structural damage as a result of
shrinking 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 is 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 unit 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 period 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
intricately intermingled that it was not practical to map
them separately at the scale used.
Included in this unit are small areas of Dupee,
Hazelair, Natroy, and Panther soils. 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 brown and dar,.
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'the high water"
'tablethatis'at i'ldepth'of1Sto 2.5 feet trom November
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 material or has had as much as
30 inches of the original profile removed by cutting or
grading. The fill material commonly is from adjacent
areas of Pengra, Hazalair, 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 soils 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 drains or floodway channels during periods of
heavy rainfall,
If the relativeiy undisturbed Pengra soil is used for
urban development, the main limitations are the high
PRE-SUBMITTAL REC'D
MAR 2 4 2010
:s:
)>
;;:0
Nl
"'"
""
=
=
-;~:-:;~~:;""-~E;r="""" f~~~"f'""r,;:::"1 ":::~,.:~": :;::""~::,"~.tm:i" p;;~:::::=
I I I I I
I"one-------- 11. 5-2.5 Apparent Nov-May > 60 I
30*:
urban land.
31----------------
Coburg
32*:
Coburg-----------
Urban land.
33----------------
Conser
34----------------
Courtney
35D, 35F. 35G-----
Cruiser
36D---------------
Cumley
37C, 37E----------
Cupola
38----------------
Dayton
39E, 39F----------
Digger
40H* :
Oigger-----------
Rock outcrop.
41C, 41B, 41F-----
Dixonv ille
4 2E*:
Dixonville-------
-c
;::cJ
rn
.
~
c::
ceo
$:
SS!
r-
;::cJ
rT1
('")
o
Hazelair---------
Urban land.
4 3C*, 43E*:
Dixonvil.le-------
Philornath--------
Hazelair---------
TABLE 14.--501L AND WATER FEATURES--Continued
e
H igh----- Low.
e None-------- 1.5-2.5 Apparent Nov-May > 60 High----- Low.
D Rare-------- 0-1. 5 Apparent Nov-May >60 H igh----- Moderate.
D Rare-------- 0-1. 5 Perched Dee-May > 60 High----- Moderate.
B None-------- > 6.0 > 60 H igh----- High----- High.
e None-------- 2.0-3.0 Apparent Nov-Apr > 60 High----- Moderate.
R None-------- > 6.0 > 60 Moderate Moderate.
D' None-------- +1-1. 5 Perched Nov-May > 60 High----- Moderate.
e None-------- > 6.0 20 -4 0 Soft Low------ Modera te.
C None-------- > 6.0 20-40 Soft Low------ Moderate.
e None-------- > 6.0 20-40 Soft High----- Low.
e None-------- > 6.0 20 -4 0 Soft High----- Low.
D None-------- 1.0-2.0 Perched Dec-Apr 20-40 Soft High----- Moderate.
e
None--------
;> 6.0 I
'5.0
1.0-2.0!perched
Soft
High----- Moderate.
20-40
Soft
High----- Low.
12-20
Soft
High----- Moderate.
D
None--------
Dec-Apr
20-40
o
None--------
See footnote at end of table.
r
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CO
g.
c:
:J
.:t
)>
CD
P'
o
~
co
'"
o
:J
w
m
~
,'.
350
Soil Survey
TABLE 13.--PHYSICAL AND CHEMICAL PROPERTIES OF SOILS--Continued
~Oil-n~~rr:- ~-~d TDep~hLc~a~ - -I' . M:i~~ -1~~rmeab~1itY rA~ailabl:r SOil-~k-~s~el1T-~~~~~~~
map symbol I bulk water .""lreactlonl':>ll~~~entlal! I
I i densitv canacitv I K I T
rrn- -Pet ! G/cm.5 Injh;:. In/in I2!! 1 1
- - I =-
28C. 2BE--------- 0-7 18-27 1.30-1.40 0.6-2.0 0.19-0.215.6-6.5 LO...,----------10.281 2
Chehulpum 7-13 20-30 1.30-}.40 0.6-2.0 0.18-0.225.6-6.5 Low---------- 0.28
13
29---------------
Claqua to
0-14
14-50
50-60
30*:
Cloquato--------
0-14
14-50
50-60
Urban land.
31---------------
Coburg
0-lB
18-53
53-65
32*, I
Coburg----~----- 0-18
lIB-53
53-65
Urban land.
33---------------
Conser
0-9
9-41
41-60
34---------------
Courtney
0-15
15-28
28-41
41-60
350, 35F, 3SG---- 0-15
Cruiser 15-55
55-65
360-------------- 0-14
Cu~ley 14-60
37C, 378-------~- 0-6
Cupola 6-32
32-60
38--------------- 0-7
Dayton 7-16
116-45
45-60
398, 39F---------1 0-4-
Digger 4-17
117-37
37
40H* :
Digger----------
0-4
4-17
17-37
37
-------------
5-15 1. 30..:.1. 40 0.6-2.0 0.20-0.22 5.6-6.5 Low---------- 0.32 5
5-15 1.30-1.40 0.6-2.0 0.19-0.21 6.1-7.3 Low---------- 0.32
2-10 1. 30-.140 0.6-2.0 0.OB-0.I0 6.1-7.3 LOW----------/0.241
5-15 1.30-1.40 0.6-2.0 0.20-0.22 5.6-6.5 Low---------- 0.32 5
5-15 1.30-1.40 0.6-2.0 0.19-0.21 6.1-7.3 Low---------- 0.32
2-10 1.30-1.40 0.6-2.0 0.08-0.10 6.1-7.3 Low---------- 0.24
27 -35 1.20-1.40 0.6-2.0 0.18-0.20 5.6-6.5 Moderate----- 0.32 5
35-45 1. 20-1. 40 0.2-0.6 0.18-0.20 6.1-7.3 Modera te----- 0.37
15-30 1.20-1.40 2.0-6.0 0.13-0.15 6.6-7.3 Low---------- 0.24
27-35 1. 20-1. 40 0.6-2.0 0'.18-0.20 5.6-6.5 Moderate----- 0.32 5
35-45 1.20-1.40 0.2-0.6 0.18-0.20 6.1-7.3 Moderate----- 0.37
15-30 11.20-1.40 2.0-6.0 0.13-0.15 6.6-7.3 Low---------- 0.24
I
27-35
35-50
15-30
27-35
50-60
27-35
0-5
27-35
40-55
15-20
15-30
40-50
40-60
15-25-
15-25
15-25
15-25
15-25
15-25
Rock outcrop.
41C, 418, 41P----! 0-14 27-40
Dixonville 14-26 40-60
I 26 1
1. 20-1. 40 0.6-2.0
1.20-1.40 0.06-0.2
1.20-1.40 0.6-2.0
1.30-1.40 0.2-0.6
1.30-1.40 < 0.06
1. 30-1. 40 0.2-0.6
1.30-1.40 6.0-20
0.85-0.95 0.6-2.0
0.90-1.00 0.6-2.0
1.10-1.30 0.6-2.0
1.20-1.40 0.6-2.0
1. 30-1. 40 0.2-0.6
0.85-0.95 0.6-2.0
1.20-1.40 0.6-2.0
1. 40-1. 60 0.2-0.6
11. 30-1. 40 0.6-2.0
1.25-1.40 0.6-2.0
11.25-1.401 <0.06
1.30-1.40 0.06-0.2
0.9-0-1.10 2.0-6.0
0.95-1.10 2.0-6.0
1.00-1.40 2.0-6.0
0.90-1.10
0.95-1.10
1.00-1.40
I I
\1. 30-1. 50 I
1.30-1.60
I I
2.0-6.0
2.0-6.0
2.0-6.0
0.6-2.0
0.06-0.2
See footnote at end of table.
Organic
ma t te r
Pet
3-5
5-10
5-10
4-6
4-6
0.19-0.21 5.6-6.5 Modera.te----- 0.37
0.14-0.16 6.1-6.5 High--------- 0.37
0.16-0.1B 6.1-7.3 Low---------- 0.43
0.16-0.19 5.1-6.0 Mod~rate----- 0.201
0.11-0.14 6.1-6.5 High--------- ~ ~ i~ \
0.07-0.13 6.1-6.5 Moder~, t L.-.'---
0.03-0.05 6.1-7.3 Low---.--.---__ 0.1 G
0.20-0.25 4.5-6.0 Low------____ 0.17
0.17-0.20 4.5-6.0 LOw--,----..-_..1 O.?4
0.10-0.16 4.5-6.0 LOW-h----..-..J 0.14
0.18-0.20 5.1-6.5 MOd~'ra te-.,--... (\,24
0.14-0.16 5.1-6.0 High-------....!O,24
,
0.17-0.20 5.1-6.0 Low------____ 0,15
0.10-0.13 5.6-6.5 Low---------- 0.10
0.05-0.08 5.6-6.5 Low---------_ 0.02
5
4-B
2
3-5
5
4-6
5
4-6
3
4-8
0.18-0.25 5.1-6.0
0.18-0.22 5.1-6.0
10.03-0.05\5.1-6.5
0.05-0.10 6.1-7.3
0.10-0.14 5.1-6.5
0.10-0.12 5.1-6.0
0.10-0.12 4.5-6.0
Low-------.___ 0.43
Low---------_ 0.49
\Hi9h---------10.321
Hi9h---------\0.37\
LOW----------10.I0
Low-------___ 0.20
Low-------___ 0.24
5
1-4
3
3-5
0.10-0.14 5.1-6.5
0.10-0.12 5.1-6.0
0.10-0.1214.5-6.0
I
LOw-------___1 0.101 3
Low------____ 0.20
Low----------jO.24!
-------------1----\
MOderate-----!O.32! 3
High--------- 0.24
1-------------/----1 I
PRE-SUBMITIAL REC'O
MAR 2 4 2010
3-5
0.18-0.21 5.6-6.5
0.12-0.17 5.6-6.5
I I
3-6
, '~
..'';.-"
Known:
Pervious
Area = ,:,oar 'r acres
Impervious
% Imperv, = 0
Area = acres
Site
Area = 0,81 acres
w = 0,3846
Answer:
Maximum Design Flowrate =
T -
p-
Total Runoff Volume =
Total Rain:
0,33
480
5351
CN:
CN:
cfs
min,
cuJt
Storage:
Storage:
in,
Time IncL :
3,51
cu, ft
0,20 cu, ft
10
min.
O.2S =
0.28 =
0,70 cu, ft.
0.04
cu. ft
T,:
min.
JmfE~~~~t RE~t!>
iX:i~\ ~. ( Z:O~lfiJ
.' ....~. Pervious Area Impervious Area
Time Rainfall Rainfall in AccumuL AccumuL Incremental AccumuL Incremental Total Instant Design Runoff Volume Total Runoff
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 cuJI cuJt
1 0 0 0 0 0 0 0 0 0 0 0 0 0
2 10 0,0040 0.0172 0.017 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0 0
3 20 0.0040 0,0172 0.034 0.000 0.000 0.000 0,000 0.000 0,00 0.00 0 0
4 30 0.0040 0,0172 0.052 0.000 0.000 0.001 0.001 0.000 0.00 0.00 0 0
5 40 0.0040 0.0172 0.069 0.000 0.000 0.003 0.003 0.000 0,00 0.00 0 0
6 50 0.0040 0,0172 0,086 0.000 0,000 0.008 0.005 0.000 0.00 0.00 0 0
7 60 0.0040 0.0172 0.103 0.000 0.000 . 0.015 0.006 0.000 0,00 0.00 0 0
8 70 0,0040 0.0172 0.120 0.000 0.000 0.022 0.008 0,000 0.00 0.00 0 0
9 80 0.0040 0,0172 0.138 0.000 0.000 0.031 0.009 0.000 0,00 0.00 0 0
10 90 0.0040 0.0172 0.155 0,000 0.000 0.041 0.010 0.000 0.00 0.00 0 0
11 100 0.0040 0.0172 0.172 0,000 0.000 0.051 0.010 0.000 0.00 0.00 0 0
12 110 0,0050 0,0215 0.194 0,000 0.000 0,065 0.014 0.000 0.00 0,00 0 0
13 120 0.0050 0,0215 0.215 0.000 0.000 0.080 0.015 0.000 0.00 0.00 0 0
14 130 0.0050 0.0215 0.237 0.000 0,000 0.096 0.016 0.000 0.00 0.00 0 0
15 140 0.0050 0.0215 0.258 0,000 0,000 0.112 0.016 0.000 0,00 0,00 0 0
16 150 0.0050 0.0215 0.280 0,000 0.000 0.129 0,017 0.000 0.00 0.00 0 0
17 160 0.0050 0.0215 0.301 0.000 0.000 0.146 0.017 0.000 0,00 0.00 0 0
18 170 0.0060 0,0258 0.327 0.000 0.000 0.167 0.021 0.000 0,00 0.00 0 0
19 180 0.0060 0.0258 0.353 0.000 0.000 0.188 0.022 0,000 0.00 0.00 0 0
20 190 0,0060 0.0258 0.378 0.000 0.000 0.210 0.022 0.000 0.00 0.00 0 0
21 200 0.0060 0.0258 0.404 0.000 0,000 0.233 0,022 0.000 0,00 0.00 0 0
22 210 0,0060 0,0258 0.430 0.000 0.000 0.255 0.023 0.000 0.00 0.00 0 0
23 220 0.0060 0,0258 0.456 0.000 0,000 0.278 0.023 0.000 0.00 0,00 0 0
24 230 0.0070 0.0301 0.486 0.000 0.000 0.305 0.027 0.000 0,00 0.00 0 0
25 240 0.0070 0,0301 0.516 0.000 0.000 0.332 0,027 0,000 0,00 0.00 0 0
26 250 0,0070 0.0301 0.546 0.000 0,000 0.360 0.027 0.000 0.00 0.00 0 0
27 260 0.0070 0.0301 0.576 0.000 0.000 0.388 0,028 0.000 0.00 0.00 0 0
28 270 0.0070 0.0301 0.606 0.000 0.000 0.416 0,028 0,000 0,00 0,00 0 0
29 280 0,0070 0.0301 0.636 0.000 0.000 0.444 0.028 0.000 0,00 0.00 0 0
30 290 0.0082 0.0353 0,672 0,000 0.000 0.477 0.033 0.000 0,00 0.00 0 0
31 300 0.0082 0,0353 0,707 0.000 0.000 0.510 0.033 0.000 0,00 0.00 0 0
32 310 0.0082 0.0353 0.742 0.000 0.000 0.543 0.033 0.000 0,00 0.00 1 1
33 320 0.0082 0,0353 0.777 0.002 0,001 0.577 0.034 0.001 0,01 0.00 3 5
34 330 0.0082 0,0353 0.813 0.003 0.002 0.610 0,034 0,002 0.01 0.01 5 10
35 340 0.0082 0,0353 0.848 0.006 0.002 0.644 Om4 0.002 0.01 0.01 7 17
36 350 0.0095 0.0409 0.889 0,009 0,004 0.683 0.039 0.004 0.02 0.01 11 28
37 360 0.0095 0.0409 0.930 0.014 0.004 0.723 0.039 0.004 0,02 0.02 13 40
38 370 0.0095 0.0409 0.971 0.019 0.005 0.762 0.039 0.005 0,03 0.02 15 56
39 380 0.0095 0.0409 1.011 0.025 0.006 0.802 0.040 0.006 0,03 0.03 18 73
40 390 0.0095 0.0409 1.052 0.032 0.007 0.842 0.040 0.007 0,03 0.03 20. -."'t\!..' ~..93.",""",
41 400 0.0095 0,0409 1.093 0.039 0.007 0.881 0.040 0.007 0,04 0.03 ".~22;~'iJIVI IIt'lL11'5J:\..
42 410 0.0134 0.0576 1.151 0.051 0.012 0.937 0.056 0.012 0,06 0,04 34 . - 149
"'n" " 4 LUlU
)
-- Pervious Area Impervious Area
Time Rainfall Rainfall in Accumul. Accumul. Incremental Accumul. Incremental Total Instant Design Runoff Volume Total Runoff
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, cu.!!,
127 1260 0,0040 0,0172 3,990 1,569 0,013 3,756 0,017 0,013 0,06 0,06 37 4673
126 1270 0,0040 0,0172 4,006 1,602 0,013 3,773 0,017 0,013 0,06 0,06 37 4710
129 1280 0,0040 0,0172 4,025 1,615 0,013 3,790 0,017 0,013 0,06 0,06 37 4747
130 1290 0,0040 0,0172 4,042 1,627 0,013 3,607 0,017 0,013 0,06 0,06 37 4784
131 1300 0,0040 0,0172 4,059 1,640 0,013 3,824 0,017 0,013 0,06 0,06 37 4622
132 1310 0,0040 0,0172 4,076 1,653 0,013 3,641 0,017 0.013 0,06 0,06 37 4659
133 1320 0,0040 0,0172 4,094 1,665 0,013 3,658 0,017 0,013 0,06 0,06 37 4897
134 1330 0,0040 0,0172 4,111 1,676 0,013 3,876 0,017 0,013 0,06 0,06 38 4934
135 1340 0,0040 0,0172 4,126 1,691 0.013 3,693 0,017 0,013 0,06 0,06 38 4972
136 1350 0,0040 0,0172 4,145 1,704 0,013 3,910 0.017 0,013 0,06 0.06 36 5009
137 1360 0,0040 0,0172 4,162 1,716 0,013 3,927 0,017 0,013 0,06 0,06 36 5047
138 1370 0,0040 0,0172 4,180 1,729 0,013 3,944 0,017 0,013 0,06 0,06 38 5065
139 1380 0,0040 0,0172 4,197 1,742 0,013 3,961 0,017 0,013 0,06 0,06 38 5123
140 1390 0,0040 0,0172 4,214 1,755 0,013 3,979 0,017 0,013 0,06 0,06 38 5161
141 1400 0,0040 0,0172 4,231 1,768 0.013 3,996 0,017 0,013 0,06 0,06 38 5198
142 1410 0,0040 0,0172 4,248 1,761 0,013 4,013 0,017 0,013 0,06 0,06 38 5236
143 1420 0,0040 0,0172 4,266 1,794 0,013 4,030 0,017 0,013 0,06 0,06 36 5275
144 1430 0,0040 0,0172 4,283 1,807 0,013 4,047 0,017 0,013 0,06 0,06 38 5313
145 1440 0,0040 0,0172 4,300 1,820 0,013 4,064 0,017 0,013 0,06 0,06 38 5351
PRE-SUBMITIAL REC'O
MAR 2 ~ 2010
.~_. .".,-'.
....~~
.' -
.-..
J!!
~ 0.25
S
i 0.2
u:::
c
Cl
.~ 0.15
C
Design Hydrograph
0.4
'r- .. -,-- .. .~ - -. f""""-' r r".~~ '" ~-'~ ... ... -,....- .. ~F -- -"'C"
I
1
, !
1---- ,
I
I ,
!
.-- I
1\
,
!
-
I !
1/
I
0.35
0.3
0.1
0.05
o
o
200
400
600
800
Time (min)
1000
1200
1400
1600
PRE=StiBMliTAl REC'O
MAR 2 4 2010
CITI' OF SPRINGFIELD
PUBLIC WORKS DEPARTMENT
ENGINEERING DTVISION
LAND DEVELOPMENT SECTION
March 6, 2008
1. When you applied for your Public Improvement Project (PIP) plan review permits, were you
treated in a professional and courteous marUler?
5
4.
Excellent
,
.J
SarisfaclOIy
2
I
Poor
2. When you a submitted Public Improvement Project (PIP) Plans for review, was the review completed
in a timely maImer within our standard of a three - week tumaround for each plan review submitted')
5
", Excellent
4
,
.J
Satisfactory
2
I
Poor
3. If corrections to the PIP Plans were noted, were they explained in an understandable maImer?
5
4
E'rcelle11l
3
SalisfaerOl}'
2
Poor
4. Did you receive helpfulfknowledgeable answers to your questions"
5
4
Excellen!
"
.J
Salis/aerOl)'
2
Poor
5. Were you satisfied'with the level of service that was provided?
5
4
Excef/ent
,
.J
SatisfactOlY
2
Poor
6. When you submitted Land Drainage & Alteration program pennit plans for review, was the review
completed in a timely manner (within our standard of 10 business days)?
5
4
Excellent
,
.J
Sa(i~(actor)'
2
Poor
7. Were your Land & Drainage Alteration Program inspection(s) requests or
appointment(s) responded to in a timely mannero
5
4
Excel/ent
,
.J
Sati~faclO1Y
2
Poor
8, Were you treated cOlli1eous]y at the time of the LDAP inspection(s)?
5
4
Excellent
,
.J
Sati.~raCL01)'
PRE.SUBMITTAL REC'D
MAR 2 4 2010
2
Poor
9. What is your overall evaluation of the PIP Plan Review')
5
Excellent -
4
3
Salis..fact01Y
2
Poor
]0. What is your overall evaluation of the Land Drainage & Alteration Program services?
5
4
,
.J
SatisfactOl)'
2
Excellent
Poor
] 1. What is your overall evaluation of the Land Development Section and Inspection services?
5
4
3
Satisfactory
2
Etcellent
Poor
COl\iMENTSISVGGESTIONS:
PRE-SUBMITTAL REC'D
MAR 2 4 2010
APPENDIX C
Water Quality Storm Calculations
Including:
Time of Concentration
Santa Barbara Urban Hydrograph
Swale Flow Characteristics
t<
~
~
DETERMINA nON OF VARIABLES FOR APPENDIX C
Time of Concentration
The Time of Concentration path is shown on the Paving, Grading and Drainage 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 of the TR-55 Manual specifies an 'n' value of 0.011 for concrete surfaces.
The length can be scaled from the Paving, Grading and Drainage Plan as 64 feet.
Based on the isopluvial maps for Oregon, the 2 year, 24 hour rainfall is 3.3 inches.
Based on grades given on the Paving, Grading and Drainage Plan, the slope can be calculated as
0.008 ft/ft.
T,
0007(0.Q1] *64)"'
_ =72sec
(33)"'(0.008)"'
Figure 3-1 of the TR-55 Manual indicates that the remainder of the flow across the concrete will
have a velocity of 1.59 ft/s.
The remaining length of flow across concrete can be scaled as ]22 feet on the P"Ylng, Grading
and Drainage Plan.
]22
T =-=77 sec
I 1.59
I Tc =72+77=2.5min
However, standard practice is to use a Time of Concentration no less than 10 minutes.
Drainage Areas
The only area draining to the swale is the concrete parking and driving areas which are
- .
ImpervIOUS.
Rainfall Depth
Based on the isopluvial maps for Oregon, the 2 year, 24 hour rainfall is 3.3 inches. However,
ODOT requires that 1/3 of this value be used since the site is west of the Cascade Range, but no
more than I inch. Since 1/3 of3.3 inches is 1.1 inches, I inch is the rainfall depth for the water
quality storm.
PRE-SUBMITTAL RECIO
MAR 2 4 2010
...
~
Curve Number
Based on Table 2-2a of the TR-55 Manual a Curve Number of 98 applies to the impervious
areas.
Manning's 'n'
A Manning's 'n' value of 0.24- was chosen by comparing Table 3.1 in the TR-55 Manual, Table
5-6 in Open Channel Hydraulics by Yen Te Chow and the 'n' value specified by ODOT for a
vegetated swale.
PRE-SUBMllTAL REC'D
MAR 2 4 2010
. .
Known:
Pervious
Area =
Impervious
% Imperv. = 100
Area = ;:ii))!)i:q?~il!::(m acres
Site
Area = 0.25 acres
w = 0.3333
Answer:
Maximum Design Flowrate =
Tp =
Total Runoff Volume =
Total Rain =
0.05
480
718
CN =
CN =
cfs
min.
cU.ft.
Storage =
Storage =
in.
Time Incr. =
3.51 cu. ft.
0.20 cu. ft.
10
min.
0.25 =
0.25 =
0.70 cu. ft.
0.04 cu. ft.
To =
min.
PRE-SUBMITTAL REC'D
MAR 2 4 2010
Pervious Area Impervious Area
Time Rainfall Rainfall in Accumul. Accumul. Incremental Accumul. Incremental Total Instant Design Runoff Volume Total Runoff
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 eU.ft. cU.ft.
127 1260 0.0040 0.0040 0.928 0.014 0.000 0.721 0.004 0.004 0.01 0.01 4 655
128 1270 0.0040 0.0040 0.932 0.014 0.000 0.725 0.004 0.004 0.01 0.01 4 658
129 1280 0.0040 0.0040 0.936 0.015 0.000 0.729 0.004 0.004 0.01 0.01 4 662
130 1290 0.0040 0.0040 0.940 0.015 0.000 0.733 0.004 0.004 0.01 0.01 4 665
131 1300 0.0040 0.0040 0.944 0.016 0.000 0.737 0.004 0.004 0.01 0.01 4 669
132 1310 0.0040 0.0040 0.948 0.016 0.001 0.741 0.004 0.004 0.01 0.01 4 672
133 1320 0.0040 0.0040 0.952 0.017 0.001 0.744 0.004 0.004 0.01 0.01 4 676
134 1330 0.0040 0.0040 0.956 0.017 0.001 0.748 0.004 0.004 0.01 0.01 4 679
135 1340 0.0040 0.0040 0.960 0.018 0.001 0.752 0.004 0.004 0.01 0.01 4 683
136 1350 0.0040 0.0040 0.964 0.018 0.001 0.756 0.004 0.004 0.01 0.01 4 686
137 1360 0.0040 0.0040 0.968 0.019 0.001 0.760 0.004 0.004 0.01 0.01 4 690
138 1370 0.0040 0.0040 0.972 0.019 0.001 0.764 0.004 0.004 0.01 0.01 4 693
139 1380 0.0040 0.0040 0.976 0.020 0.001 0.768 0.004 0.004 0.01 0.01 4 697
140 1390 0.0040 0.0040 0.980 0.020 0.001 0.772 0.004 0.004 0.01 0.01 4 700
141 1400 0.0040 0.0040 0.984 0.021 0.001 0.775 0.004 0.004 0.01 0.01 4 704
142 1410 0.0040 0.0040 0.988 0.021 0.001 0.779 0.004 0.004 0.01 0.01 .4 707
143 1420 0.0040 0.0040 0.992 0.022 0.001 0.783 0.004 0.004 0.01 0.01 4 711
144 1430 0.0040 0.0040 0.996 0.023 0.001 0.787 0.004 0.004 0.01 0.01 4 714
145 1440 0.0040 0.0040 1.000 0.023 0.001 0.791 0.004 0.004 0.01 0.01 4 718
PRE.SUBMITTAl REC'O
MAR 2 4 2010
. . .
Pervious Area Impervious Area
Time Rainfall Rainfall in Accumul. Accumul. Incremental Accumul. Incremental Total Instant Desi9n Runoff Volume Total Runoff
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. cU.ft.
85 840 0.0057 0.0057 0.741 0.000 0.000 0.542 0.005 0.005 0.01 0.01 5 492
88 850 0.0057 0.0057 0.747 0.001 0.000 0.548 0.005 0.005 0.01 0.01 5 497
87 860 0.0057 0.0057 0.753 0.001 0.000 0.553 0.005 0.005 0.01 0.01 5 502
88 870 0.0057 0.0057 0.758 0.001 0.000 0.559 0.005 0.005 0.01 0.01 5 507
89 880 0.0057 0.0057 0.764 0.001 0.000 0.564 0.005 0.005 0.01 0.01 5 512
90 890 0.0050 0.0050 0.769 0.001 0.000 0.569 0.005 0.005 0.01 0.01 4 516
91 900 0.0050 0.0050 0.774 0.001 0.000 0.574 0.005 0.005 0.01 0.01 4 520
92 910 0.0050 0.0050 0.779 0.002 0.000 0.578 0.005 0.005 0.01 0.01 4 525
93 920 0.0050 0.0050 0.784 0.002 0.000 0.583 0.005 0.005 0.01 0.01 4 529
94 930 0.0050 0.0050 0.789 0.002 0.000 0.588 0.005 0.005 0.01 0.01 4 533
95 940 0.0050 0.0050 0.794 0.002 0.000 0.593 0.005 0.005 0.01 0.01 4 538
96 950 0.0050 0.0050 0.799 0.003 0.000 0.597 0.005 0.005 0.01 0.01 4 542
97 960 0.0050 0.0050 0.804 0.003 0.000 0.602 0.005 0.005 0.01 0.01 4 546
98 970 0.0050 0.0050 0.809 0.003 0.000 0.607 0.005 0.005 0.01 0.01 4 551
99 980 0.0050 0.0050 0.814 0.003 0.000 0.612 0.005 0.005 0.01 0.01 4 555
100 990 0.0050 0.0050 0.819 0.004 0.000 0.617 0.005 0.005 0.01 0.01 4 559
101 1000 0.0050 0.0050 0.824 0.004 0.000 0.621 0.005 0.005 0.01 0.01 4 564
102 1010 0.0040 0.0040 0.828 0.004 0.000 0.625 0.004 0.004 0.01 0.Q1 3 567
103 1020 0.0040 0.0040 0.832 0.005 0.000 0.629 0.004 0.004 0.01 0.01 3 571
104 1030 0.0040 0.0040 0.836 0.005 0.000 0.633 0.004 0.004 0.01 0.01 3 574
105 1040 0.0040 0.0040 0.840 0.005 0.000 0.637 0.004 0.004 0.01 0.01 3 578
106 1050 0.0040 0.0040 0.844 0.005 0.000 0.640 0.004 0.004 0.01 0.01 3 581
107 1080 0.0040 0.0040 0.848 0.006 0.000 0.644 0.004 0.004 0.01 0.01 3 585
108 1070 0.0040 0.0040 0.852 0.006 0.000 0.648 0.004 0.004 0.01 0.01 3 588
109 1080 0.0040 0.0040 0.856 0.006 0.000 0.652 0.004 0.004 0.01 0.01 3 592
110 1090 0.0040 0.0040 0.860 0.007 0.000 0.656 0.004 0.004 0.01 0.01 3 595
111 1100 0.0040 0.0040 0.864 0.007 0.000 0.660 0.004 0,004 0.01 0.01 3 599
112 1110 0.0040 0.0040 0.868 0.007 0.000 0.663 0.004 0.004 0.01 0.01 3 602
113 1120 0.0040 0.0040 0.872 0.008 0.000 0.667 0.004 0.004 0.01 0.01 3 606
114 1130 0.0040 0.0040 0.876 0.008 0.000 0.671 0.004 0.004 0.01 0.01 3 609
115 1140 0.0040 0.0040 0.880 0.009 0.000 0.675 0.004 0.004 0.01 0.01 3 613
116 1150 0.0040 0.0040 0.884 0.009 0.000 0.679 0.004 0.004 0.01 0.01 3 616
117 1160 0.0040 0.0040 0.888 0.009 0.000 0.683 0.004 0.004 0.01 0.01 3 620
118 1170 0.0040 0.0040 0.892 0.010 0.000 0.687 0.004 0.004 0.01 0.01 3 623
119 1180 0.0040 0.0040 0.896 0.010 0.000 0.690 0.004 0.004 0.01 0.01 3 627
120 1190 0.0040 0.0040 0.900 0.010 0.000 0.694 0.004 0.004 0.01 0.01 3 630
121 1200 0.0040 0.0040 0.904 0.011 0.000 0.698 0.004 0.004 0.01 0.01 3 634
122 1210 0.0040 0.0040 0.908 0.011 0.000 0.702 0.004 0.004 0.01 0.01 3 637
123 1220 0.0040 0.0040 0.912 0.012 0.000 0.706 0.004 0.004 0.01 0.01 3 641
124 1230 0.0040 0.0040 0.916 0.012 0.000 0.710 0.004 0.004 0.01 0.01 )01: C,3D~A1T1 ^' r6il:4""I"
125 1240 0.0040 0.0040 0.920 0.013 0.000 0.714 0.004 0.004 0.01 0.01 1'\" "'4..,1r1lI'l' ,.. f6~8" ..,
126 1250 0.0040 0.0040 0.924 0.013 0.000 0.717 0.004 0.004 0.01 0.01 1,i4\D l) I, ?n9li1
. .-
..', . .
Pervious Area Impervious Area
Time Rainfall Rainfall in Accumul. Accumul. Incremental Accumul. Increniental Total Instant Design Runoff Volume Total Runoff
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.f!. cU.ft.
43 420 0.0134 0.0134 0.281 0.000 0.000 0.130 0.010 0.010 0.02 0.01 10 118
44 430 0.0134 0.0134 0.294 0.000 0.000 0.141 0.011 0.011 0.02 0.02 10 128
45 440 0.0180 0.0180 0.312 0.000 0.000 0.155 0.015 0.015 0.02 0.02 13 141
46 450 0.0180 0.0180 0.330 0.000 0.000 0.170 0.015 0.015 0.02 0.02 13 154
47 460 0.0340 0.0340 0.364 0.000 0.000 0.198 0.029 0.029 0.04 0.03 26 180
48 470 0.0540 0.0540 0.418 0.000 0.000 0.245 0.047 0.047 0.07 0.05 42 222
49 480 0.0270 0.0270 0.445 0.000 0.000 0.269 0.024 0.024 0.04 0.05 22 244
50 490 0.0180 0.0180 0.463 0.000 0.000 0.285 0.016 0.016 0.02 0.04 15 259
51 500 0.0134 0.0134 0.477 0.000 0.000 0.297 0.012 0.012 0.02 0.03 11 270
52 510 0.0134 0.0134 0.490 0.000 0.000 0.309 0.012 0.012 0.02 0.02 11 280
53 520 0.0134 0.0134 0.504 0.000 0.000 0.321 0.012 0.012 0.02 0.02 11 291
54 530 0.0088 0.0088 0.512 0.000 0.000 0.329 0.008 0.008 0.01 0.02 7 299
55 540 0.0088 0.0088 0.521 0.000 0.000 0.337 0.008 0.008 0.01 0.01 7 306
56 550 0.0088 0.0088 0.530 0.000 0.000 0.345 0.008 0.008 0.01 0.01 7 313
57 560 0.0088 0.0088 0.539 0.000 0.000 0.353 0.008 0.008 0.01 0.01 7 321
58 570 0.0088 0.0088 0.548 0.000 0.000 0.361 0.008 0.008 0.01 0.01 7 328
59 580 0.0088 0.0088 0.556 0.000 0.000 0.369 0.008 0.008 0.01 0.01 7 335
60 590 0.0088 0.0088 0.565 0.000 0.000 0.377 0.008 0.008 0.01 0.01 7 343
61 800 0.0088 0.0088 0.574 0.000 0.000 0.386 0.008 0.008 0.01 0.01 7 350
62 610 0.0088 0.0088 0.583 0.000 0.000 0.394 0.008 0.008 0.01 0.01 7 357
63 620 0.0088 0.0088 0.592 0.000 0.000 0.402 0.008 0.008 0.01 0.01 7 365
64 630 0.0088 0.0088 0.600 0.000 0.000 0.410 0.008 0.008 0.01 0.01 7 372
-- 65 640 0.0088 0.0088 0.609 0.000 0.000 0.418 0.008 0.008 0.01 0.01 7 380
66 650 0.0072 0.0072 0.616 0.000 0.000 0.425 0.007 0.007 0.01 0.01 6 386
67 660 0.0072 0.0072 0.624 0.000 0.000 0.432 0.007 0.007 0.01 0.01 6 392
68 670 0.0072 0.0072 0.631 0.000 0.000 0.438 0.007 0.007 0.01 0.01 6 398
69 680 0.0072 0.0072 0.638 0.000 0.000 0.445 0.007 0.007 0.01 0.01 6 404
70 690 0.0072 0.0072 0.645 0.000 0.000 0.452 0.007 0.007 0.01 0.01 6 410
71 700 0.0072 0.0072 0.652 0.000 0.000 0.459 0.007 0.007 0.01 0.01 6 416
72 710 0.0072 0.0072 0.660 0.000 0.000 0.465 0.007 0.007 0.01 0.01 6 422
73 720 0.0072 0.0072 0.667 0.000 0.000 0.472 0.007 0.007 0.01 0.01 6 428
74 730 0.0072 0.0072 0.674 0.000 0.000 0.479 0.007 0.007 0.01 0.01 6 435
75 740 0.0072 0.0072 0.681 0.000 0.000 0.486 0.007 0.007 0.01 0.01 6 441
76 750 0.0072 0.0072 0.688 0.000 0.000 0.492 0.007 0.007 0.01 0.01 6 447
77 760 0.0072 0.0072 0.696 0.000 0.000 0.499 0.007 0.007 0.01 0.01 6 453
78 770 0.0057 0.0057 0.701 0.000 0.000 0.505 0.005 0.005 0.01 0.01 5 458
79 780 0.0057 0.0057 0.707 0.000 0.000 0.510 0.005 0.005 0.01 0.01n!': ~IID1.5:'lT^1 ')l:r46\l
80 790 0.0057 0.0057 0.713 0.000 0.000 0.515 0.005 0.005 0.01 0.01'''' "''''LlltSl''' u. \'''-46"8
81 800 0.0057 0.0057 0.718 0.000 0.000 0.521 0.005 0.005 0.01 0.01 lHO 5, A ?r n 473
82 810 0.0057 0.0057 0.724 0.000 0.000 0.526 0.005 0.005 0.01 0.01 ...,. 5' 0 . .. 477
83 820 0.0057 0.0057 0.730 0.000 0.000 0.532 0.005 0.005 0.01 0.01 5 482
84 830 0.0057 0.0057 0.736 0.000 0.000 0.537 0.005 0.005 0.01 0.01 5 487
'.'.-.
. .
Pervious Area Impervious Area
Time Rainfall Rainfall in Accum ul. Accumul. Incremental Accumul. Incremental Total Instant Design Runoff Volume Total Runoff
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrete in Increment Volume
min. fraction inches inches Inches inches Inches inches Inches cfs cfs cU.ft. cU.ft.
1 0 0 0 0 0 0 0 0 0 0 0 0 0
2 10 0.0040 0.0040 0.004 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0 0
3 20 0.0040 0.0040 0.008 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0 0
4 30 0.0040 0.0040 0.012 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0 0
5 40 0.0040 0.0040 0.016 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0 0
6 50 0.0040 0.0040 0.020 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0 0
7 60 0.0040 0.0040 0.024 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0 0
8 70 0.0040 0.0040 0.028 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0 0
9 80 0.0040 0.0040 0.032 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0 0
10 90 0.0040 0.0040 0.036 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0 0
11 100 0.0040 0.0040 0.040 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0 0
12 110 0.0050 0.0050 0.045 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0 0
13 120 0.0050 0.0050 0.050 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0 0
14 130 0.0050 0.0050 0.055 0.000 0.000 0.001 0.001 0.001 0.00 0.00 0 1
15 140 0.0050 0.0050 0.060 0.000 0.000 0.002 0.001 0.001 0.00 0.00 1 1
16 150 0.0050 0.0050 0.065 0.000 0.000 0.003 0.001 0.001 0.00 0.00 1 2
17 160 0.0050 0.0050 0.070 0.000 0.000 0.004 0.001 0.001 0.00 0.00 1 3
18 170 0.0060 0.0060 0.Q76 0.000 0.000 0.005 0.002 0.002 0.00 0.00 1 5
19 180 0.0060 0.0060 0.082 0.000 0.000 0.007 0.002 0.002 0.00 0.00 2 6
20 190 0.0060 0.0060 0.088 0.000 0.000 0.009 0.002 0.002 0.00 0.00 2 8
21 200 0.0060 0.0060 0.094 0.000 0.000 0.011 0.002 0.002 0.00 0.00 2 10
22 210 0.0060 0.0060 0.100 0.000 0.000 0.013 0.002 0.002 0.00 0.00 2 12
23 220 0.0060 0.0060 0.106 0.000 0.000 0.016 0.002 0.002 0.00 0.00 2 14
24 230 0.0070 0.0070 0.113 0.000 0.000 0.019 0.003 0.003 0.00 0.00 3 17
25 240 0.0070 0.0070 0.120 0.000 0.000 0.022 0.003 0.003 0.00 0.00 3 20
26 250 0.0070 0.0070 0.127 0.000 0.000 0.026 0.003 0.003 0.01 0.00 3 23
27 260 0.0070 0.0070 0.134 0.000 0.000 0.029 0.004 0.004 0.01 0.01 3 27
28 270 0.0070 0.0070 0.141 0.000 0.000 0.033 0.004 0.004 0.01 0.01 3 30
29 280 0.0070 0.0070 0.148 0.000 0.000 0.037 0.004 0.004 0.01 0.01 4 33
30 290 0.0082 0.0082 0.156 0.000 0.000 0.042 0.005 0.005 0.01 0.01 4 38
31 300 0.0082 0.0082 0.164 0.000 0.000 0.047 0.005 0.005 0.01 0.01 4 42
32 310 0.0082 0.0082 0.173 0.000 0.000 0.052 0.005 0.005 0.01 0.01 5 47
33 320 0.0082 0.0082 0.181 0.000 0.000 0.057 0.005 0.005 0.01 0.01 5 52
34 330 0.0082 0.0082 0.189 0.000 0.000 0.062 0.005 0.005 0.01 0.01 5 57
35 340 0.0082 0.0082 0.197 0.000 0.000 0.068 0.006 0.006 0.01 0.01 5 62
36 350 0.0095 0.0095 0.207 0.000 0.000 0.074 0.007 0.007 0.01 0.01 6 67
37 360 0.0095 0.0095 0.218 0.000 0.000 0.081 0.007 0.007 0.01 0.01 nnr ('6iI'lUIT 'A I ti:4f' '1"\
38 370 0.0095 0.0095 0.226 0.000 0.000 0.088 0.007 0.007 0.01 0.01 IIU..-v6''''IYIII n""80'" ""
39 380 0.0095 0.0095 0.235 0.000 0.000 0.095 0.007 0.007 0.01 0.01 .6,n .. .~!=
40 390 0.0095 0.0095 0.245 0.000 0.000 0.102 0.007 0.007 0.01 0.01 HS 01\ N , L.U
41 400 0.0095 0.0095 0.254 0.000 0.000 0.109 0.007 0.007 0.01 0.01 7 99
42 410 0.0134 0.0134 0.268 0.000 0.000 0.119 0.010 0.010 0.02 0.01 9 108
. , ,
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400
600
800
Time (min)
1000
1200
1400 1600
PRS BMITIAL R
MAR 2. 4 2010
'0
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 D......
Channel Slope....
Discharge........
Computed Results:
Depth. . . . . . . . . . . .
Velocity.........
Flow Area........
Flow Top Width...
Wetted Perimeter.
Critical Depth...
Critical Slope...
Froude Number....
3.00 ft
7.00:1 (H:V)
4.00:1 (H:V)
0.240
o . 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 BrooksideRd * Waterbury, Ct 06708
PRE-SUBMITIAl REC'O
MAR 2 4 2010
APPENDIX D
10 Year Storm Calculations
Including:
Computer Model Printout
11
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Outflow
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-
XP-UDD2000 Brandl-Drury 08/03/04
Version 7.55 10~Year Storm
Copyrighl(c) XP SlIftware LIcenced To: Branch Engineering [66-750-0285) Page 1/1
c
Input File: C:\SWMM Files\03-l09\On-.XP
Current Directory: C:\XPS\XP-UDD-l
Executable Name: C:\XPS\XP-UDD-1\swmmengw.exe
Read 0 line(s) and found 0 items{s) from your cfg file.
*=====~=====z===================================*
I XP-SWMM2000
I Storm Water Management Model
I Version 7.51 I
1~~c_'~~~~~_~~'~~~~.'_=~~~=_=~~~=....==~~...."=1
I Developed by I
.='=~=~.==~~-=~~~~.'-=~~~.====~~~~~~===~~~~~===I
I
I
I
I
I
I
I
I
,
I
I
I
EPA-SWMM is maintained by I
Oregon State University I
Camp Dresser & McKee Inc. I
I~~~--=~~~~~'-=~~~~~===~~~~~=-~~~~.==~~~~====~=~I
I XP Software October, 2000 I
I Data File Version ---> 9.0 I
XP Software Inc. and Pty. Ltd.
Based on the U.S. EPA
Storm Water Management Model Version 4.40
Originally Developed by
Metcalf & Eddy, Inc.
University of Florida
Camp Dresser & McKee Inc.
September 1970
*========~===========D==========================*
Brandt-Drury
Proposed Conditions 10-Year Storm
!!!!!!!!!!!!!!!!!!!!!!!!!!!###!#!#!!!#
H Rainfall input summary from Runoff #
!!##!!!!!#!#!!!##!##!,!!!!!!!!!!!!!!!!
Total rainfall for gage #
1 is
4.3000 inches
!!!!!#!!!!!!!!!!!,!!!#!#!##!##!!#!!!#!#!!!!!!#!####
# Table RI. SUB CAT C H MEN T D A T"A #
# Physical Hydrology Data #
#!##!!###############!#!########!##!##!####!#!#####
Subcatchment
Number Name
Per-
cent Slope
Imperv ft/ft
Channel
or inlet
Width
ft
Area
ac
===============
1 Roof! #l
2 Roof2#1
Roof!
Roof2
20.000
20.000
.790QOE-OllOO.OO 0.020 0.014 0.0300.0000.000 0.00
.50000E-Oll00.00 0.020 0.014 0.030 0.000 0.000 0.00
----- ----- -----
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================ ----------------- =========== --~--- Ie=== ==========:::====
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aWEN aUlEN adA.L adA.L ON aWEN .IaqurnN
aSEqE~ea U01~E.I~T1Jur aSEqE~Ea TtEJU1EH 6U1:j.nOH U.I:j. uur a6E~ ~uaunr:qE:lqnS
############################################################
#" sawEN aSEqE~Ea UOT~e.I~TTJur PUE TTEJu1EB #
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000.0 000.0 L91'O 1'vL I#"U-rE.IaEa.IV v
000.0 000.0 L9I.0 0.86 T#PUOd [
000.0 000.0 L91'O 0.86 T#~100'd ~
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---- ===== ==""== ----- ---------------
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############################################################################################
#" ~uauodx3 ~uoJ SnOT^.Iadwl "u" snOT^.Iad anTE!\. 8 <- s.xa~U1E.lT?d uosua.lnT?'1 #"
#" V!N V!N ~ue~suoJ TT?1:j.Tur <-leUOT~.lodo.ld!teT~TuI #
#" V!N V!N DUTnuT:J.uoJ TET~TuI <- 550'1 :J.UO:)!TE1~-rUI #
# V!N V!N V!N ~UE':j.suo:) <- TE'UOT~.lodO.Id #"
#" V!N (:laS!I) a:j.E''d AE:laa a~eCl uTW a:1-E'd xew <- UO~.lOH #"
#" V!N OW 1eT:1-TUl puoJ .lPAH uor:~:)ns <- :1-dUI'l;i uaa.I8 #
#" V!N V!N :luo:) aW1.L NJ dwoJ <- HOSS #"
#" UOT:j.:lE.l,3.IO lpdaa .lo:pe,3 edl?l{S ::>uoJ aWT.L N:J dwo:J <- SJS #"
#" vi! uur [-II UUl ~# UUl 1# 1Jur adAJ. uOT:j.E'J::j.1TJur -II
#" e:j.ea uOT:j.e.l~1HuI #
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############################################################################################
00.0 000.0 000.0 OEO.O '10.0 000.0 0'.0
00.0 000.0 000.0 OEO.O '"0.0 000.0 00.001
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000'0.
000. SL
000.0,
UTE.laea.lV I#UTE.lQea.lV v
pUOd t#"PUOd E
Pervious Area
Total Runoff Depth (in)
Total Losses (in}......
Remaining Depth (in)...
Peak Runoff Rate (cfs).
Total Impervious Area
Total Runoff Depth (in) 4.04593
Peak Runoff Rate (cfs). 0.08901
Impervious Area with depression storage
Total Runoff Depth (in) 0.00000
Peak Runoff Rate (cfs). 0.00000
Impervious Area without depression storage
Total Runoff Depth (in) 0.00000
Peak Runoff Rate (cis). 0.00000
Total Area
Total Runoff Depth (in)
Peak Runoff Rate (cis).
Unit Runoff (in/hr)....
0.00000
0.00000
0.00000
0.00000
4.04593
0.08901
1.12669
===> Runoff simulation ended normally.
c
U
LL..I =
C::: =
0.00000 0.00000 1.80613 --' '"
0.00000 0.00000 2.48662 ~ -.!'
0.00000 0.00000 0.00000
0.00000 0.00000 0.07317 :2 ON
0::
4.04593 4.04593 0.00725 CCI <(
==>
0.05633 0.28167 0.00029 ~ :;;:
.
0.00000 0.00000 L.U
0.00000 eo:::
0.00000 0.00000 0.00000 0...
0.00000 0.00000 0.00000
0.00000 0.00000 0.00000
4.04593 4.04593 1.81338
0.05633 0.28167 0.07346
1.12669 1. 12669 0.43212
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October/2000 by XP Software #
Brandt-Drury
IO-Year Storm
Pond
Table El - Conduit Data
*==================================================*
*==================================================*
Trapezoid
Inp Conduit Length Conduit Area Manning Max Width Depth Side
Num Name 1ft) Class I ft^2) Coef. 1ft) 1ft) Slopes
------- ------- -------- ------- ------- --------- -------
1 PI 96.00 Circular 0.20 0.01300 0.50 0.50
2 P2 66.00 Circular 0.20 0.01300 0.50 0.50
3 P3 105.00 Circular 0.35 0.01300 0.67 0.67
4 P4 15.00 Circular 0.54 0.01300 0.83 0.83
Total length of all conduits .... 282.0000 feet
*===================================================*
Table E3a - Junction Data
*===================================================*
Inp Junction
Num Name
Ground Crown Invert Qinst
Elevation Elevation Elevation cfs
Initial
Depth-ft
--------- --------- --------- -------- --------
1 Pond 7.0000 4.6900 4.1900 0.0000 0.0000
2 Juction 7.000D 4.8600 4.1900 O.OOOD O.DODO
3 Roofl 8.DOOO 6.1900 5.6900 0.0000 0.0010
4 Roof2 8.2000 5.2200 4.7200 0.0000 0.0010
5 Outlet 8.1900 3.46DO 1.6300 0.0000 0.0000
6 AreaDrain 6.5000 3.5200 2.6900 0.0000 0.0010
~
~ S?
Cl::: <:>
--.I N
~ "'l'
~ Cl'l
CCl 0::
==>> <(
U':) :::.;
.
~
*===================================================*
Table E4 - Conduit Connectivity
*=================~=================================*
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
------~- --------- ---------- --------- ---------
-------- ~-------- ---------- --------- ---------
1 P1 Roof! Roof2 5.69D 4.720 No Design
2 P2 Roof2 Pond 4.720 4.190 No Design
3 P3 Juction AreaDrain 4.190 2.690 No Design
4 P4 AreaDrain Outlet 2.69D 2.63D No Design
*==========================================*
Storage Junction Data
*===========~~~===~~~===~~=================*
MAXIMUM OR
STORAGE JUNCTION JUNCTION CONSTANT SURFACE
NUMBER OR' NAME TYPE AREA (FT2)
PEAK OR
CONSTANT VOLUME
(CUBIC FEET)
CROWN
ELEVATION
1FT)
DEPTH
STARTS
FROM
-------------- -------- ----------------
Pond
--------~-----~ --------- -----------
Stage/Area
1219.6800
1051.5573
7.0000 Node Invert
*===~============~====~============*
Variable storage data for node IPond
*============~============~======~=*
Data Elevation Depth Area
Point ft ft ft"2
---------
---------
1 4.1900 O.DDDD 4.3560
2 5.5600 1. 3700 4.3560
3 6.060D 1.87DO 740.52DO
4 7.DOOO 2.81DD 1219.6800
Volume
ft"3
O.OOOD
5.9677
139.5796
1051. 5573
*====~======~=====~====~=====~============~*
Orifice Data
*==~==================~====~====~==========*
From
Junction
To
Junction
Type
Area
(ft2)
Depth
1ft)
Discharge Height Above
Coefficient Junction (ft}
Pond
Juction
----------- -------------
Circ Side
0.04
O.OD
0.620
0.000
====> EQUIVALENT PIPE INFORMATION FOR ORIFICE 1
CONDUIT NAME.. . . . . . . . . . . . . . . . . . . . . . . . .. ORF # 1
*~===============================================*
FREE OUTFALL DATA (DATA GROUP II)
BOUNDARY CONDITION ON DATA GROUP J1
9
u
LI.JJ ~
0::: <::>
---' '"
~ -';'
~ CN
co C>::
::::. <(
~ :::;:
.
LI.JJ
g:
Upstream node.......................... . Pond
Downstream node........................ . Juction
PIPE DIAMETER........................ 0.23
PIPE LENGTH.......................... 323.48
MANNINGS ROUGHNESS................... 0.0024
INVERT ELEVATION AT UPSTREAM END..... 4.1900
INVERT ELEVATION AT DOWNSTREAM END... 4.1800
*~===============================================*
Outfall at Junction... .Outlet
has boundary condition number...
1
*===================================================*
Boundary Condition Information
Data Groups J1-J4
*===================================================*
Be NUMBER. .
1 Control water surface elevation is..
3.13 feet.
*=======================================================*
Tim e His tor y 0 f the H. G. L. ( feet) I
*=======================================================*
Max Ground Elevation: 7.00
Time Max Crown Elevation: 7.00
Junction:Pond
Hr:Mn:Sc Elevation Depth Totl Area Node Area Volume Inflow Outflow
-------- --------- --------- --------- --------- --------- --------- ---------
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 4.1931 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
1 30 0 4.3217 0.1317 103.4297 4.3560 0.5733 0.0205 0.0198
1 40 0 4.3281 0.1381 103.6417 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
2 0 0 4.3529 0.1629 102.4262 4.3560 0.7093 0.0316 0.0307
2 10 0 4.3595 0.1695 101.4744 4.3560 0.7380 0.0340 0.0335
2 20 0 4.3641 0.1741 100.6699 4.3560 0.7581 0.0358 0.0354
2 30 0 4. 3677 0.1777 99.9212 4.3560 0.7740 0.0373 0.0370
2 40 0 4.3706 0.1806 99.3213 4.3560 0.7866 0.0385 0.0382
2 50 0 4.3832 0.1932 95.6382 4.3560 0.8413 0.0438 0.0424
3 0 0 4.3908 0.2008 92.6234 4.3560 0.8746 0.0473 0.0469
f:)
(j
3 10 0 4.3905 0.2005 92.6777 4.3560 0.8734 0.0491 0.0487 Il..LI 2
3 20 0 4.3949 0.2049 90.6527 4.3560 0.8922 0.0503 0.0500 C:::
<::>
3 30 0 4.3978 0.2078 89.2098 4.3560 0.9053 0.0512 0.0510 --.I <'-I
3 40 0 4.4008 0.2108 87.3207 4.3560 0.9181 0.0519 0.0517 ~ "".
3 50 0 4.4243 0.2343 82.1534 4.3560 1. 0192 0.0573 0.0536
4 0 0 4.4444 0.2544 7 6 . 6452 4.3560 1. 1080 0.0605 0.0597 ~ C'<l
4 10 0 4.4527 0.2627 73.1180 4.3560 1.1442 0.0621 0.0615 ClQ 0::
4 20 0 4.4590 0.2690 69.9449 4.3560 1.1718 '0.0629 0.0625 :::::. <(
4 30 0 4.4651 0.2751 66.5726 4.3560 1.1984 0.0635 0.0631 u-, ::;;:
4 40 0 4.4737 0.2837 61.8695 4.3560 1.2354 0.0640 0.0634 .
LU
4 50 0 4.5035 0.3135 54.5875 4.3560 1.3644 0.0704 0.0682 g;:
5 0 0 4.5283 0.3383 50.5189 4.3560 1.4733 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 0.3558 49.7418 4.3560 1.5500 0.0768 0.0767
5 40 0 4.5478 0.3578 49.5993 4.3560 1.5586 0.0772 0.0771
5 50 0 4.5808 0.3908 45.3832 4.3560 1.7012 0.0841 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 0.0901
6 30 0 4.6250 0.4350 33.8251 4.3560 1.8946 0.0907 0.0906
6 40 0 4.6265 0.4365 33.3059 4.3560 1.9014 0.0909 0.0909
6 50 0 4.7444 0.5544 25.7672 4.3560 2.4121 0.1116 0.1083
7 0 0 4.8110 0.6210 20.0182 4.3560 2.7045 0.1211 0.1208
7 10 0 4.8345 O.64iJ5 18.7588 4.3560 2.8068 0.1250 0.1246
7 20 0 4.9362 0.7462 11. 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 0.2226
7 50 0 5.8217 1. 6317 388.7197 388.2456 43.6638 0.4020 0.2499
8 0 0 5.9532 1.7632 583.2959 582.8331 89.4688 0.3321 0.2631
8 10 0 5.9707 1. 7807 609.7311 609.1799 97.0338 0.2417 0.2651
8 20 0 5.9202 1.7302 535.1844 534.8167 76.5166 0.1799 0.2607
8 30 0 5.8111 1. 6211 374.6547 374.2179 41.0489 0.1559 0.2506
8 40 0 5.4636 1. 2736 4.6210 4.3560 5.5477 0.2016 0.2194
8 50 0 4.8718 0.6818 10.5288 4.3560 2.9761 0.1294 0.1346
9 0 0 4.6488 0.4588 17.2688 4.3560 1. 9993 0.0944 0.0956
9 10 0 4.6185 0.4285 20.0564 4.3560 1. 8671 0.0892 0.0899
9 20 0 4.6063 0.4163 21. 8827 4.3560 1. 8135 0.0873 0.0876
9 30 0 4.6017 0.4117 22.4909 4.3560 1.7934 0.0866 0.0867
9 40 0 4.6001 0.4101 22.7013 4.3560 1.7862 0.0863 0.0864
9 50 0 4.5995 0.4095 22.7705 4.3560 1.7838 0.0862 0.0862
10 0 0 4.5994 0.4094 22.7886 4.3560 1. 7832 0.0862 0.0862
10 10 0 4.5994 0.4094 22.7885 4.3560 1. 7832 0.0862 0.0862
10 20 0 4.5994 0.4094 22.7818 4.3560 1.7835 0.0862 0.0862
10 30 0 4.5995 0.4095 22.7731 4.3560 1.7838 0.0862 0.0862
10 40 0 4.5996 0.4096 22.7638 4.3560 1.7841 0.0863 0.0863
10 50 0 4.5592 0.3692 26.3502 4.3560 1.6095 0.0778 0.0802
11 0 0 4.5290 0.3390 27.4295 4.3560 1. 4773 0.0732 0.0742
11 10 0 4.5181 0.3281 27.5202 4.3560 1. 4294 0.0716 0.0719
11 20 0 4.5141 0.3241 27.5511 4.3560 1. 4120 0.0710 0.0711
11 30 0 4.5127 0.3227 27.6395 4.3560 1.4057 0.0707 0.0708
11 40 0 4.5122 0.3222 27.7319 4.3560 1. 4035 0.0707 0.0707
11 50 0 4.5120 0.3220 27.7616 4.3560 1. 4028 0.0706 0.0707
12 0 0 4.5120 0.3220 27.7683 4.3560 1. 4027 0.0706 0.0706
!;l
(1) 12 10 0 4.5120 0.3220 27.7667 4.3560 1.4027 0.0706 0.0706 U
LLI =
12 20 0 4.5120 0.3220 27.7621 4.3560 1.4028 0.0707 0.0706 C::: ~
12 30 0 4.5121 0.3221 27.7566 4.3560 1. 4030 0.0707 0.0707 =
---' ""
12 40 0 4.5121 0.3221 27.7508 4.3560 1.4031 0.0707 0.0707 ~
12 50 0 4..4784 0.2884 32.5029 4.3560 1.2574 o . 0627 0.0655 -...
13 0 0 4.4422 0.2522 40.7942 4.3560 1.0990 0.058' 0.0603 :2: c<l
13 10 0 4.4323 0.2423 80.3749 4.3560 1.0555 0.0569 0.0572 0::
13. 20 0 4.4298 0.2398 80.9547 4.3560 1.0446 0.0563 0.0564 CO <(
:=;)
13 30 0 4.4289 0.2389 81.1471 4.3560 1. 0406 0.0561 0.0561 Cor.) ::;;;
13 40 0 4.4286 0.2386 81.2140 4.3560 1.0392 0.0560 0.0560 .
13 50 0 4.4285 0.2385 81. 2368 '.3560 1. 0387 0.0560 0.0560 LLI
1< 0 0 4.4284 0.2384 81.2437 4.3560 1. 038 6 0.0560 0.0560 ~
14 10 0 4.4284 0.2384 81. 2449 4.3560 1.0385 0.0560 0.0560
14 20 0 4.4284 0.2384 81.2440 4.3560 1. 0386 0.0560 0.0560
14 30 0 4..4284 0.2384 81.2423 4.3560 1. 0386 0.0560 0.0560
14 '0 0 4.4284 0.2384 81. 2404 4.3560 1.0386 0.0560 0.0560
14 50 0 4.4177 0.2277 82.7913 4.3560 0.9922 0.0523 0.0535
15 0 0 4.3989 0.2089 88.4124 4.3560 0.9105 0.0503 0.0520
15 10 0 4.3929 0.2029 91. 5366 4.3560 0.8839 0.0495 0.0496
15 20 0 4.3920 0.2020 91.9601 4.3560 0.8800 0.0493 0.0493
15 30 0 4.3916 0.2016 92.1359 4.3560 0.8784 0.0492 0.0492
15 40 0 4.3915 0.2015 92.1980 4.3560 0.8778 0.0491 0.0491
15 50 0 4.3915 0.2015 92.2190 4.3560 0.8776 0.0491 0.0491
16 0 0 4.3915 0.2015 92.2248 4.3560 0.8776 0.0491 0.0491
16 10 0 4.3915 0.2015 92.2252 4..3560 0.8776 0.0491 0.0491
16 20 0 4.3915 0.2015 92.2236 4.3560 0.8776 0.0491 0.0491
16 30 0 4.3915 0.2015 92.2212 4.3560 0.8776 0.0491 0.0491
16 40 0 4.3915 0.2015 92.2186 4.3560 0.8776 0.0491 0.0491
16 50 0 4.3780 0.1880 97.1399 4.3560 0.8194 0.0439 0.0455
17 0 0 4.3776 0.1876 97.3744 4.3560 0.8175 0.0410 0.0415
17 10 0 4.3743 0.1843 98.3302 4.3560 0.8029 0.0399 0.0400
17 20 0 4.3734 0.1834 9,8.5754 4.3560 0.7989 0.0395 0.0396
17 30 0 4.3730 0.1830 98.6703 4.3560 0.7973 0.0394 0.039'
17 '0 0 4.3729 0.1829 98.7051 4.3560 0.7967 0.0393 0.0393
17 50 0 4.3729 0.1829 98.7175 4.3560 0.7965 0.0393 0.0393
18 0 0 4.3728 0.1828 98.7216 4.3560 0.7965 0.0393 0.0393
18 10 0 4.3728 0.1828 98.7227 4.3560 "0.7965 0.0393 0.0393
18 20 0 4.3728 0.1828 98.7228 4.3560 0.7965 0.0393 0.0393
18 30 0 4.3728 0.1828 98.7224 4.3560 o . 7965 0.0393 0.0393
18 40 0 4.3728 0.1828 98.7218 4.3560 0.7965 0.0393 0.0393
18 50 0 4.3728 0.1828 98.7213 4.3560 0.7965 0.0393 0.0393
19 0 0 4.3728 0.1828 98.7207 4.3560 0.7965 0.0393 0.0393
19 10 0 4.3729 0.1829 98.7201 4.3560 0.7965 0.0393 0.0393
19 20 0 '.3729 0.1829 98.7195 4.3560 0.7965 0.0393 0.0393
19 30 0 4.3729 0.1829 98.7189 4.3560 0.7965 0.0393 0.0393
19 40 0 4.3729 0.1829 98.7184 4.3560 0.7965 0.0393 0.0393
19 50 0 4.3729 0.1829 98.7178 4.3560 0.7965 0.0393 0.0393
20 0 0 4.3729 0.1829 98.7173 4.3560 0.7965 0.0393 0.0393
20 10 0 4.3729 0.1829 98.7167 4.3560 0.7966 0.0393 0.0393
20 20 0 4.3729 0.1829 98.7162 4.3560 0.7966 0.0393 0.0393
20 30 0 4.3729 0.1829 98.7156 4.3560 0.7966 0.0393 0.0393
20 40 0 4.3729 0.1829 98.7151 4.3560 0.7966 0.0393 0.0393
20 50 0 4.3729 0.1829 98.7146 4.3560 0.7966 0.0393 0.0393
21 0 0 '- 3729 0.1829 98.7141 4.3560 0.7966 0.0393 0.0393
21 10 0
21 20 0
21 30 0
21 40 0
21 50 0
22 0 0
22 10 0
22 20 0
22 30 0
22 40 0
22 50 0
23 0 0
23 10 0
23 20 0
23 30 0
23 40 0
23 50 0
24 0 0
Mean
Maximum
Minimum
4.3729
4.3729
4.3729
4.3729
4.3729
4.3729
4.3729
4.3729
4.3729
4.3729
4.3729
4.3729
4.3729
4.3729
4.3729
4.3729
4.3729
4.3729
4.51
5.97
4.19
0.1829
0.1829
0.1829
0.1829
0.1829
0.1829
0.1829
0.1829
0.1829
0.1829
0.1829
0.1829
0.1829
0.1829
0.1829
0.1829
0.1829
0.1829
0.32
1. 78
0.00
98.7136
98.7131
98.7126
98.7121
98.7116
98.7111
98.7106
98.7102
98.7097
98.7093
98.7088
98.7084
98.7079
98.7075
98.7071
98.7066
98.7062
98.7058
4.3560
4.3560
4.3560
4.3560
4.3560
4.3560
4.3560
4.3560
4.3560
4.3560
4.3560
4.3560
4.3560
4.3560
4.3560
4.3560
4.3560
4.3560
0.7966
0.7966
0.7966
0.7966
0.7966
0.7966
0.7967
0.7967
0_ 7967
0.7967
0.7967
0.7967
0.7967
0.7967
o . 7967
0.7967
0.7967
o . 7967
*~~=======~=====================~======================*
Table E9 - JUNCTION SUMMARY STATISTICS I
I The Maximum area is only the area of the node, it I .
I does not include the area of the surrounding conduits I
*===============================~======================*
Junction
Name
Pond
Juction
Roofl
Roof2
Outlet
AreaDrain
Ground
Elevation
feet
7.0000
7.0000
8.0000
8.2000
8.1900
6.5000
Uppermost
PipeCrown
Elevation
feet
1.0000
4.8600
6.1900
5.2200
3.4600
3.5200
Maximum
Junction
Elevation
feet
5.9741
4.3831
6.0016
5.9911
3.1300
3.1351
Time
of
Occurence
Hr. Min.
B
8
8
8
o
7
Feet of
Surcharge
at Max
Elevation
6
7
4
5
o
52
0.0000
0.0000
0.0000
0.7711
0.0000
0.0000
*=====================================================~*
I Table EID - CONDUIT SUMMARY STATISTICS I
I Note: The peak flow may be less than the design flow I
, and the conduit may still surcharge because of the I
I downstream boundary conditions. ,
*======================================================*
0.0393
0.0393
0.0393
0.0393
0.0393
0.0393
0.0393
0.0393
0.0393
0.0393
0.0393
0.0393
0.0393
0.0393
0.0393
0.0393
0.0393
0.0393
Freeboard
of node
feet
1. 0259
2.6169
1. 9984
2.2089
5.0600
3.3649
0.0393
0.0393
0.0393
0.0393
0.0393
0.0393
0.0393
0.0393
0.0393
0.0393
0.0393
0.0393
0.0393
0.0393
0.0393
0.0393
0.0393
0.0393
9
u
II..LJJ
to::::
--'
~
:2:
CO
:::>
en
.
LL.J
0.:::
C1-
Maximum
Junction
Area
ft^2
614.0060
12.5660
12.5660
12.5660
12.5660
12.5660
Conduit Maximum Time Maximum Time F.atio of Maximum Depth >
Name Design Design Vertical Computed of Computed of Max. to at Pipe Ends
Conduit Flow Velocity Depth Flow Occurence Velocity OCcurence Design Upstream Dwnstrm
Name (cfs) Ift/5) (in) (cfs) Hr. Min. ( ft/s) Hr. Min. Flow (ft) ( ft:)
------- -------- -------- ------- ----------- ------- ---------- ------- -------- --------
E!
<::>
'"
~,
"'l
Q::
<r:
:;;;
'-
. .
pI 0.5640 2.8725 6.0000 0.0950 7 40 1. 1688
p2 0.5028 2.5608 6.0000 0.1389 8 39 0.7026
p3 1_ 464 4.1515 8.0400 0.2653 8 7 1.6786
P4 1. 371 2.5339 9.9600 0.3271 7 52 1.0361
ORF # 1 0.0945 0.4976 2.7081 0.2653 B 7 6. 6292
FREE # 1 Undefnd Undefnd Undefnd 0.3272 7 52
~==> Hydraulic model simulation ended normally.
===> SWMM Simulation ended normally.
===> Your input file was named C:\SWMM Files\03-109\On-.DAT
===> Your output file was named: C:\SWMM Files\03-109\On-.out
*==============================================================*
SWMM Simulation Date and Time Summary
*==============================================================*
I Starting Date... August 3, 2004 Time... 8: 39: 52: 93
I Ending Date... August 3, 2004 Time... 8: 39: 58: 51
I Elapsed Time... 0.09300 minutes or 5.58000 seconds
*==============================================================*
6 57 0.1684 6.0016 5.9911
B 39 0.2762 5.9911 5.9741
8 8 0.1813 4.3831 3.1351
7 52 0.2386 3.1351 3.1300
8 7 2.8061 5.9741 4.3831
f:l
u
LI..J =
0:::: =
........ ""
t! "'$'
~ C'l
CQ 0::
=> <t:
en ::;;:
.
LLI
C::::
~
APPENDIX E
25 Year Stonn Calculations
Including:
Computer Model Printout
10
D
.......
~
~
E:
2
co
::J
U>
.
LU
~
D.-
Input File: C:\SWMM Files\03-109\On-.XP
Current Directory: C:\XPS\XP-UDD-l
Executable Name: C:\XPS\XP-UDD-l\swmmengw.exe
Read 0 line (5) and found 0 i terns (5) from your cfg file.
*=~===============~=============================*
{ XP-SWMM2000
Storm Water Management Model
I Version 7.51 I
I~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~I
I Developed by I
I~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~"~~I
I I
I XP Software Iue. and Pty. Ltd. I
I I
I Based on the U. S. EPA I
I Storm Water Management Model Version 4.40 I
I I
! Originally Developed by I
I Metcalf & Eddy, Inc. I
I University of Florida I
I Camp Dresser & McKee Inc. I
I September 1970 I
I I
I EPA-SWMM is maintained by I
! Oregon State University I
I Camp Dresser & McKee Inc. I
I~~~~~"~'~~'~~~~~~~'""~~~'~~"~~~~~~~"=~~~~~~"="~I
I XP Software October, 2000 I
I Data File version ---> 9.0 I
*=================~=============================*
Brandt-Drury
Proposed Conditions 25-Year Storm
######################################
# Rainfall input summary from Runoff #
######################################
Total rainfall for gage #
I is
4.8000 inches
#############################
# Data Group Fl #
# Evaporation Rate (in/day) #
#############################
###################################################
# Table RI. SUB CAT C H MEN T D A T A #
# Physical Hydrology Data #
###################################################
Per-
Deprs Deprs Prcnt
-sion ~sion Zero
~
=
<--J
-.!'
oN
0::
<:(
:;;
Subcatchment Channel Width Area cent Slope "n" "n" Storge Strge Deten
Number Name or inlet ft ac Irnperv ft/ft Imprv Perv Imprv Perv -tion
--------------- -~------ ------ ----- ----- ----- -----
--------------- ~-------
1 Roofl#! Roof! 20.000 .79000E-OII00.00 0.020 0.014 0.030 0.000 0.000 0.00
2 Roof2#1 Roof2 20.000 .50000E-OII00.00 0.020 0.014 0.030 0.000 0.000 0.00
3 Pond#! Pond 40.000 .25000 100.00 0.020 0.014 0.030 0.000 0.000 0.00
4 AreaDrain#l AreaDrain 75.000 .17000 0.40 0.020 0.014 0.030 0.000 0.000 0.00
############################################################################################
# Table R2. SUBCATCHMENT DATA #
# Infiltration Data #
# Infiltration Type Infl #1 Infl #2 Infl #3 Infl #4 #
# ses -> Camp eN Time Cone Shape Factor Depth or Fraction #
# SBUH -> Camp CN Time Cone N/A N/A #
# Green Ampt -> Suction Hydr Cond Initial MD N/A #
# Horton -> Max Rate Min Rate Decay Rate ( l/see) N/A #
# Proportional -> Constant N/A N/A NfA #
# Initial/Cant Loss -> Initial Continuing NfA N/A #
# Initial/Proportional-> Initial Constant NfA NfA #
# Laurenson Paramters -> B Value Pervious "n" Impervious Cont Exponent #
############################################################################################
Subcatchment Infl Infl Infl Infl
Number Name # 1 # 2 # 3 # 4
---------------
---------------
1 Roof1#1 98.0 0.167 0.000 0.200
2 Roof2#1 98.0 0.167 0.000 0.200
3 Pond#l 98.0 0.167 0.000 0.200
4 AreaDrain#1 74.1 0.167 0.000 0.200
##########1##1##############################################
# Table R3. SUBCATCHMENT DATA #
# Rainfall and Infiltration Database Names #
############################################################
Subcatchment Gage Infl trn Routing Rainfall Database Infiltration Database
Number Name No Type Type Name Name
--------------- ""====="==""== ----------------- ----------------
--------------- ----------------- ----------------
1 Roofl#1 1 ses Method SBUH ses Type lA ses TYPE e - Horton
2 Roof2#1 1 ses Method SBUH ses Type lA ses TYPE e - Horton
3 Pond#l 1 ses Method SBUH ses Type lA ses TYPE e - Horton
4 AreaDrain#l 1 ses Method SBUH ses Type lA ses TYPE C - Horton
##################################################
# Table R9. Summary Statistics for Subcatchments #
##################################################
Note: Total Runoff Depth includes pervious & impervious area
Pervious and Impervious Runoff Depth is only the runoff from those two areas.
p
U
LU
e::::
--"
~
~
0Cl
;:::)
cr.>
.
LU
e::::
Cl...
=
=
'"
...,
IN
0:::
<(
::;:
Subcatchrnent.......... .
Area (acres)...........
Percent Impervious.....
Total Rainfall (in)....
Max Intensity (in/hr)..
Pervious Area
Total Runoff Depth (in)
Total Losses (in)......
Remaining Depth {in)...
Peak Runoff Rate (cfs).
Total Impervious Area
Total Runoff Depth (in) 4.54282
Peak Runoff Rate (cfs). 0.09960
Impervious Area with depression storage
Total Runoff Depth (in) 0.00000
Peak Runoff Rate (cfs}. 0.00000
Impervious Area without depression storage
Total Runoff Depth (in) 0.00000
Peak Runoff Rate (cfs). 0.00000
Total Area
Total Runoff Depth (in)
Peak Runoff Rate (cfs).
Unit Runoff (in/hr)....
Roof1!l
0.07900
100.00000
4.80000
1.55520
Roof2#1
0.05000
100.00000
4.80000
1. 55520
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
4.54282
0.06304
0.00000
0.00000
0.00000
0.00000
4.54282
0.09960
1.26071
4.54282
0.06304
1.26071
===> Runoff simulation ended normally.
111111111111111!11!!IIIIIIIIIIIIIIIIIIII!III!!11111111I
# Entry made to the HYDRAULIC Layer(Block} of SWMM #
# Last Updated October,2000 by XP Software #
Brandt-Drury
25-Year Storm
Pond
*==================================================*
Table El - Conduit Data
*===~======================================~=======*
(:)
U
Pond#l AreaDrain#1 LL.I =
c.:: ~
0.25000 0.17000 =
--' '"
100.00000 0.40000 ~ ",.
4.80000 4.80000
1. 55520 1. 55520 :2: C'<I
a::
0.00000 2.18900 ICC <(
0.00000 2.60220 =::> :::;;:
en
0.00000 0.00000 .
0.00000 0.09238 I..LI
c.::
a...
4..54282 0.00879
0.31518 0.00037
0.00000 0.00000
0.00000 0.00000
0.00000 0.00000
0.00000 0.00000
4.54282 2.19780
0.31518 0.09275
1.26071 0.54558
Trapezoid
lop Conduit Length Conduit Area Manning Max Width Depth Side
Nurn Name Iftl Class Ift^21 Coef. I ftl Iftl Slopes
------- ------- -------- ------- ------- --------- -------
1 P1 96.00 Circular 0.20 0.01300 0.50 0.50
2 P2 66.00 Circular 0.20 0.01300 0.50 0.50
3 P3 105.00 Circular 0.35 0.01300 0.67 0.67
4 P4 15.00 Circular 0.54 0.01300 0.83 0.83
Total length of all conduits .... 282.0000 feet
*===================================================*
Table E3a - Junction Data I
*===================================================*
lnp Junction Ground Crown Invert Qinst Initial
Num Name Elevation Elevation Elevation cfs Depth-ft
-------- --------- --------- --------- -------- --------
1 Pond 7.0000 4.6900 4.1900 0.0000 0.0000
2 Juction 7.0000 4.8600 4.1900 0.0000 0.0000
3 Roofl 8.0000 6.1900 5.6900 0.0000 0.0010
4 Roo f2 8.2000 5.2200 4.7200 0.0000 0.0010
5 Outlet 8.1900 3,4600 1. 6300 0.0000 0.0000
6 AreaDrain 6.5000 3.5200 2.6900 0.0000 0.0010
*===================================================*
Table E4 - Conduit Connectivity
*===================================================*
Input Conduit Upstream Downs t;ream Upstream Downstream
Number Name Node Node Elevation Elevation
======== --~------ ---------- --------- ---------
--------- ---------- --------- ---------
1 PI Roofl Roof2 5.690 4.720 No Design
2 P2 Roof2 Pond 4.720 4.190 No Design
3 P3 Juction AreaDrain 4.190 2.690 No Design
4 P4 AreaDrain Outlet 2.690 2.630 No Design
*~~~=~~~=~=================================*
Storage Junction Data
*=======================================~==*
MAXIMUM OR
STORAGE JUNCTION JUNCTION CONSTANT SURFACE
NUMBER OR NAME TYPE AREA (FT2)
PEAK OR
CONSTANT VOLUME
(CUBIC FEET)
CROWN
ELEVATION
1FT)
Pond
Stage/Area
1219.6800
1051. 5573
7.0000 Node Invert
*==================~===============*
Variable storage data for node IPond
*==================================*
Data Elevation Depth Area
Point 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
*==========================================*
Orifice Data
*==========================================*
From
Junction
To
Junction
Area
Ift2)
Depth
(ft)
Discharge Height Above
Coefficient Junction (ft)
Type
DEPTH
STARTS
FROM
Q
U
LLI
0::::
~
~
CC
=::>
cr:>
.
LLI
0::::
IC..
=
=
N
'OJ<
eN
0::
<(
:::;;;
Pond
Juction
Circ Side
0.04
0.00
EQUIVALENT PIPE INFORMATION FOR ORIFICE 1
CONDUIT NAME........................... ORF # 1
Upstream node.......................... .Fond
Downstream node........................ . Juction
PIPE DIAMETER........................ 0.23
PIPE LENGTH.......................... 323.48
MANNINGS ROUGHNESS................... 0.0024
INVERT ELEVATION AT UPSTREAM END..... 4.1900
INVERT ELEVATION AT DOWNSTREAM END... 4.1800
"'="'=>
*================================================*
FREE OUTFALL DATA (DATA GROUP II)
BOUNDARY CONDITION ON DATA GROUP J1
Outfall at Junction... .Outlet
*================================================*
0.620
has boundary condition number...
*===================================================*
Boundary Condition Information
Data Groups J1-J4
*===================================================*
BC NUMBER. .
1 Control water surface elevation is..
*=======================================================*
Tim e His tor y 0 f the H. G. L. ( feet) I
*================================="'=====================*
Max Ground Elevation: 7.00
Time Max Crown Elevation: 7.00
Junction:Pond
Hr:Mn:Sc Elevation Depth Totl Area Node Area
Volume
3.13 feet.
Inflow
0.000
1
-------- --------- --------- --------- --------- --------- --------- ---------
Outflow
o 10 0
o 20 0
o 30 0
o 40 0
o 50 0
1 0 0
1 10 0
1 20 0
1 30 0
1 40 0
1 50 0
200
2 10 0
2 20 0
4.1905
4.1909
4.1981
4.2408
4.2799
4.3026
4.3165
4.3271
4.3350
4.3412
4.3559
4.3675
4.3741
4.3787
0.0005
0.0009
0.0081
0.0508
0.0899
0.1126
0.1265
0.1371
0.1450
0.1512
0.1659
0.1775
0.],841
0.1887
45.8983
45.8983
45.8983
76.8516
50.1657
52.8754
53.7324
53.9916
54.0067
53.8827
53.1907
52.1692
51.3843
50.7323
4.3560
4.3560
4.3560
4.3560
4.3560
4.3560
4.3560
4.3560
4.3560
4.3560
4.3560
4.3560
4.3560
4.3560
0.0022
0.0038
0.0253
0.2214
0.3907
0.4899
0.5509
0.5968
0.6314
0.6587
0.7221
0.7731
0.8019
0.8219
0.0000
0.0000
0.0012
0.0048
0.0108
0.0153
0.0192
0.0224
0.0250
0.0271
0.0331
0.0373
0.0400
0.0419
0.0000
0.0000
0.0000
0.0018
0.0076
0,0136
0.0179
0.0214
0.0242
0.0266
0.0313
0.0365
0.0394
0.0415
~
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.
LU
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=
=
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2 3D 0 4.3822 0.1922 50.1467 4.3560 0.8371 0.0433 0.0430 --J <:)
2 40 0 4.3850 0.1950 49.6533 4.3560 0.8492 0.0445 0.0443 ~ ""
2 50 0 4.3988 0.2088 46.5319 4.3560 0.9094 0.0506 0.0499 "i'
3 0 0 4.4092 0.2192 43.8425 <:I. 3560 0.9544 0.0544 0.0530 ~ IN
3 10 0 4.4289 0.2389 42.7822 4.3560 1.0405 0.0563 0.0557
3 20 0 4.4335 0.2435 42.2338 4.3560 1.0607 0.0576 0.0572 ~ 0:::
3 30 0 4.4371 0.2471 41.7163 4.3560 1.0762 0.0585 0.0582 <:(
cr.> ::;;:
3 40 0 4.4400 0.2500 41.2499 4.3560 1.0890 0.0592 0.0589 ~
3 50 0 4.4629 0.2729 36.2243 4.3560 1.1877 0.0652 o . 0625
4 0 0 4.4990 0.3090 30.1698 4.3560 1.3457 0.0688 0.0678
4 10 0 4.5094 0.3194 28.2706 4.3560 1.3912 0.0704 0.0700
4 20 0 4.5149 0.3249 27.5466 4.3560 1. 4150 0.0713 0.0711
4 30 0 4.5183 0.3283 27.5190 4.3560 1. 4301 0.0719 0.0717
4 40 0 4.5209 0.3309 27.4977 4.3560 1.4414 0.0723 0.0722
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 0.0828
5 10 0 4.5926 O. 4026 23.6083 4.3560 1.7537 0.0852 0.0849
5 20 0 4.5978 0.4078 22.9872 4.3560 1.7764 0.0860 0.0859
5 30 0 4.6007 0.4107 22.6231 4.3560 1.7892 0.0865 0.0864
5 40 0 4.6027 0.4127 22.3701 4.3560 1. 7978 0.0868 0.0868
5 50 0 4.6454 0.4554 17.4481 4.3560 1. 9826 0.0947 0.0931
6 0 0 4.6728 0.4828 15.9352 4.3560 2.1027 0.0989 0.0984
6 10 0 4.6836 0.4936 15.9039 4.3560 2.1500 0.1006 0.1004
6 20 0 4.6884 0.4984 15.8901 4.3560 2.1709 0.1014 0.1013
6 30 0 4.6909 0.5009 15.8828 4.3560 2.1817 0.1018 0.1017
6 40 0 4.6924 0.5024 15.8772 4.3560 2.1885 0.1020 0.1020
6 50 o. 4.8082 0.6182 12.3964 4.3560 2.6909 0.1218 0.1198
7 0 0 4.8776 0.6876 10.4620 4.3560 2.9937 0.1320 0.1307
7 10 0 4.9262 0.7362 8.2288 4.3560 3.2060 0.1391 0.1385
7 20 0 5.0482 0.8582 5.9818 4.3560 3.7343 0.1571 0.1550
7 30 0 5.2114 1.0214 4.6210 4.3560 4.4491 0.1794 0.1783
7 40 0 5.6664 1.4764 161.9336 161.0482 12.7750 0.2773 0.2336
7 50 0 5.8790 1.6890 472.7879 472.5278 61.3231 0.4495 0.2556
8 0 0 6.0265 1.8365 690.7568 690.5749 122.4525 0.3712 0.2698
8 10 0 6.0602 1.8702 740.8967 740.6307 139.7405 0.2690 0.2731
8 20 0 6.0302 1.8402 697.3619 697.0387 124.6036 0.1982 0.2706
8 30 0 5. 9622 1.7722 597.8323 597.2085 93.5562 0.1699 0.2645
8 40 0 5.8622 1.6722 450.7122 450.0809 56.2938 0.1609 0.2554
8 50 0 5.6912 1.5012 198.2742 197.5572 16.0826 0.1381 0.2389
9 0 0 4.8729 0.6829 16.6153 4.3560 2.9748 0.1303 0.1355
9 10 0 4.6776 0.4876 15.9202 4.3560 2.1243 0.0997 0.0998
9 20 0 4.6661 0.4761 16.1913 4.3560 2.0742 0.0975 0.0978
9 30 0 4.6611 0.4711 16.5153 4.3560 2.0523 0.0967 0.0968
9 40 0 4.6593 0.4693 16.6300 4.3560 2.0445 0.0965 0.0965
9 50 0 4.6587 0.4687 16.6684 4.3560 2.0418 0.0964 0.0964
10 0 0 4.6586 0.4686 16.6789 4.3560 2.0411 0.0964 0.0964
10 10 0 4.6586 0.4686 16.6794 4.3560 2.0411 0.0964 0.0964
10 20 0 4.6586 0.4686 16.6765 4.3560 2.0413 0.0964 0.0964
10 30 0 4.6587 0.4687 16.6724 4.3560 2.0416 0.0964 0.0964
10 40 0 4.6587 0.4687 16.6680 4.3560 2.0419 0.0964 0.0964
10 50 0 4.6087 0.4187 21.4237 4.3560 1.8253 0.0868 0.0889
11 0 0 4.5771 0.3871 25.0876 4.3560 1.6865 0.0818 0.0828
11 10 0 4 . 564 { 0.3747 26.0587 4.3560 1.6326 0.0800 0.0803
11 20 0 4.5603 0.3703 26.3490 4.3560 1. 6129 0.0793 0.0794
11 30 0 4.5586 0.3686 26.4470 4.3560 1.6058 0.0790 0.0791 !f:l
11 40 0 4.5581 0.3681 26.4808 4.3560 1.6033 0.0790 0.0790 U
11 50 0 4.5579 0.3679 26.4918 4.3560 1.6025 0.0789 0.0789
12 0 0 4.5578 0.3678 26.4946 4.3560 1.6023 0.0789 0.0789 LLI =
~
12 10 0 4.5578 0.3678 26.4944 4.3560 1. 6023 0.0789 0.0789 =
12 20 0 4.5579 0.3679 26.4932 4.3560 1.6024 0.0789 0.0789 --' '"
12 30 0 4.5579 0.3679 26.4916 4.3560 1.6025 0.0789 0.0789 ~ "OJ'
12 40 0 4.5579 O. 3679 26.4899 4.3560 1. 6026 0.0789 0.0789 ~ CN
12 50 0 4.5174 0.3274 27.5222 4.3560 1. 4277 0.0701 0.0728 0:::
13 0 0 4.4865 0.2965 31. 6422 4.3560 1.2919 0.0653 0.0664 ICC <!
13 10 0 4.4751 0.2851 32.9352 .4.3560 1.2420 0.0635 0.0640 = ::;;
c.r.>
13 20 0 4.4702 0.2802 33.8371 4.3560 1. 2209 0.0629 0.0633 .
13 30 0 4.4635 0.2735 35.9012 4.3560 1. 1917 0-,0627 0.0631 LU
IC::::
13 40 0 4.4597 0.2697 36.9634 4.3560 1.1748 o . 0626 O. 0627 CIl...
13 50 0 4.4587 o . 2687 37.2317 4.3560 1. 1704 0.0625 o . 0626
14 0 0 4.4585 o . 2685 37.2908 4.3560 1.1694 0.0625 0.0625
14 10 0 4.4584 0.2684 37.3039 4.3560 1.1692 0.0625 0.0625
14 20 0 4.4584 0.2684 37.3045 4.3560 1. 1692 0.0625 0.0625
14 30 0 4.4584 0.2684 37.3011 4.3560 1.1692 o . 0625 0.0625
14 40 0 4.4584 0.2684 37.2962 4.3560 1.1693 o . 0625 O. 0625
14 50 0 4.4421 0.2521 40.8112 4.3560 1. 0988 0.0584 0.0602
15 0 0 4.4300 0.2400 42.6228 4.3560 1. 0454 0.0562 0.0566
15 10 0 4.4265 0.2365 42.9793 4.3560 1. 0301 0.0553 0.0555
15 20 0 4.4252 0.2352 43.0938 4.3560 1.0246 0.0550 0.0551
15 30 0 4.4248 0.2348 43.1335 4.3560 1. 022 6 0.0549 0.0550
15 40 0 4.4246 0.2346 43.1476 4.3560 1.0219 0.0549 0.0549
15 50 0 4.4245 0.2345 43.1524 4.3560 1.0216 0.0549 0.0549
16 0 0 4.4245 0.2345 43.1538 4.3560 1.0216 0.0549 0.0549
16 10 0 4.4245 0.2345 43.1541 4.3560 1.0215 0.0549 0.0549
16 20 0 4.4245 0.2345 43.1538 4.3560 1. 0216 0.0549 0.0549
16 30 0 4.4245 0.2345 43.1534 4.3560 1. 0216 0.0549 0.0549
16 40 0 4.4245 0.2345 43.1530 4.3560 1. 0216 0.0549 0.0549
16 50 0 4.4041 0.2141 44.6015 4.3560 0.9338 0.0490 0.0529
17 0 0 4.3818 0.1918 50.1578 4.3560 0.8355 0.0458 0.0463
17 10 0 4.3860 0.1960 49.4668 4.3560 0.8539 0.0446 0.0445
17 20 0 4.3839 0.1939 49.8327 4.3560 0.8446 0.0442 0.0441
17 30 0 4.3838 0.1938 49.8536 4.3560 0.8441 0.0440 0.0440
17 40 0 4.3836 0.1936 49.8762 4.3560 0.8435 0.0439 0.0439
17 50 0 4.3836 0.1936 49.8850 4.3560 0.8433 0.0439 0.0439
18 0 0 4.3836 0.1936 49.8876 4.3560 0.8433 0.0439 0.0439
18 10 0 4.3836 0.1936 49.8883 4.3560 0.8432 0.0439 0.0439
18 20 0 4.3836 0.1936 49.8884 4.3560 0.8432 0.0439 0.0439
18 30 0 4.3836 0.1936 49.8882 4.3560 0.8432 0.0439 0.0439
18 40 0 4.3836 0.1936 49.8879 4.3560 0.8432 0.0439 0.0439
18 50 0 4.3836 0.1936 49.8876 4.3560 0.8433 0.0439 0.0439
19 0 0 4.3836 0.1936 49.8873 4.3560 0.8433 0.0439 0.0439
19 10 0 4.3836 0.1936 49.8869 4.3560 0.8433 0.0439 0.0439
19 20 0 4.3836 0.1936 49.8866 4.3560 0.8433 0.0439 0.0439
19 30 0 4.3836 0.1936 49.8863 4.3560 0.8433 0.0439 0.0439
19 40 0 4.3836 0.1936 49.8860 4.3560 0.8433 0.0439 0.0439
19 50 0 4.3836 0.1936 49.8857 4.3560 0.8433 0.0439 0.0439
20 0 0 4.3836 0.1936 49.8854 4.3560 0.8433 0.0439 0.0439
20 10 0 4.3836 0.1936 49.8850 4.3560 0.8433 0.0439 0.0439
20 20 0 4.3836 0.1936 49.8847 4.3560 0.8433 0.0439 0.0439
20 30 0
20 40 0
20 50 0
21 0 0
21 10 0
21 20 0
21 30 0
21 40 0
21 50 0
22 0 0
22 10 0
22 20 0
22 30 0
22 40 0
22 50 0
23 0 0
23 10 0
23 20 0
23 30 0
23 40 0
23 50 0
24 0 0
Mean
Maximum
Minimum
4.3836
4.3836
4.3836
4.3836
4.3836
4.3836
4.3836
4.3836
4.3836
4.3836
4.3836
4.3836
4.3836
4.3836
4.3836
4.3836
4.3836
4.3836
4.3836
4.3836
4.3836
4.3836
4.56
6.06
4.19
O. 1936
0.1936
0.1936
0.1936
0.1936
0.1936
0.1936
0.1936
0.1936
0.1936
0.1936
0.1936
0.1936
0.1936
0.1936
0.1936
0.1936
0.1936
0.1936
0.1936
0.1936
0.1936
0.37
1. 87
0.00
49.8844
49.8842
49.8839
49.8836
49.8833
49.8830
49.8827
49.8825
49.8822
49.8819
49.8817
49.8814
49.8811
49.8809
49.8806
49.8804
49.8802
49.8799
49.8797
49.8794
49.8792
49.8790
4.3560
4.3560
4.3560
4.3560
4.3560
4.3560
4.3560
4.3560
4.3560
4.3560
4.3560
4.3560
4.3560
4.3560
4.3560
4.3560
4.3560
4.3560
4.3560
4.3560
4.3560
4.3560
0.8433
0.8433
0.8433
0.8434
0.8434
0.8434
0.8434
0.8434
0.8434
0.8434
0.8434
0.8434
0.8434
0.8434
0.8434
0.8434
0.8434
0.8434
0.8435
0.8435
0.8435
0.8435
*======================================================*
I Table E9 - JUNCTION SUMMARY STATISTICS
I The Maximum area is only the area of the node, it I
1 does not include the area of the surrounding conduits I
*~~===========~=====================~==================*
Junction
Name
Pond
Juction
Roofl
Roof2
Outlet
AreaDrain
Ground
Elevation
feet
7.0000
7.0000
8.0000
8.2000
8.1900
6.5000
Uppermost
PipeCrown
Elevation
feet
7.0000
4.8600
6.1900
5.2200
3.4600
3.5200
Maximum
Junction
Elevation
feet
6.0603
4.3860
6.0884
6.0784
3.1300
3.1360
Time
of
Occurence
Hr. Min.
8
8
8
8
o
7
Feet of
Surcharge
at Max
Elevation
9
10
6
7
o
52
*=====~=============~==================================*
I Table EIO - CONDUIT SUMMARY STATISTICS I
I Note: The peak flow may be less than the design flow I
t and the conduit may still surcharge because of the I
I downstream boundary conditions. I
*======================================================*
Conduit Maximum
Time
Maximum
0.0439
0.0439
0.0439
0.0439
0.0439
0.0439
0.0439
0.0439
0.0439
0.0439
0.0439
0.0439
0.0439
0.0439
0.0439
0.0439
0.0439
0.0439
0.0439
0.0439
0.0439
0.0439
Freeboard
of node
feet
0.0000
0.0000
0.0000
0.8584
0.0000
0.0000
0.0439
0.0439
0.0439
0.0439
0.0439
0.0439
0.0439
0.0439
0.0439
0.0439
0.0439
0.0439
0.0439
0.0439
0.0439
0.0439
0.0439
0.0439
0.0439
0.0439
0.0439
0.0439
Maximum
Junction
Area
ft^2
0.9397
2.6140
1.9116
2.1216
5.0600
3.3640
740.6661
12.5660
12.5660
12.5660
12.5660
12.5660
Time
Ratio of Maximum Depth >
p
U
L.U
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Name Design Design Vertical Computed of Computed of Max. to at Pipe Ends
Conduit Flow Velocity Depth Flow Occurence Velocity Occurence Design Upstream Dwnstrm
Name (cfs) Iftlsl (in) (cfs) Hr. Min. (ft/s) Hr. Min. Flow ( ft) Iftl
------- -------- -------- ------- ----------- ------- ---------- ------- -------- --------
P1 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 1. 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. 13 60 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 I 1 Undefnd Undefnd Undefnd 0.3520 7 52
9
u
LL.Ii
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CO
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.
L.L..I
8:
===> Hydraulic model simulation ended normally.
===> SWMM Simulation ended normally.
===> Your input file was named C:\SWMM Files\03-109\On-.DAT
===> Your output file was named
C:\SWMM Files\03-109\On-.out
*==============================================================*
SWMM Simulation Date and Time Summary
*==============================================================*
Starting Date...
Ending Date...
Elapsed Time. . .
August
August
0.09000
3, 2004 Time.
3, 2004 Time.
minutes or
8:36: 8: 5
8:36:13:45
5.40000 seconds
*==============================================================*
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PAGE 1
PAGB 2
INDEX
pu,r BOUNO'RY. INDa, IMP ReFERENCES.
/'lOftS AND LfGtND.
o.Sf)A(NT onAllS. LEeD/D, CUR\If TABLE,
LINE IM1C, KEY TO fA$MfNTS. NOTES. AND
W,PREFfRfNCfS.
NAARATr>fE, SURVfYORS CCRTlflCATE, OWNER,
OfCUoRATION. ACKNOWlEDGMENT. ReSTRICTIONS,
APPROVALS AND CONCURRENCE.
PAGE 3
REFERENCES
,.
PUBUC UTILITY fAS[U[/'IT RECORDED AT RECU>T/Ofj
NUMBER 2005-0474.99' ON JUNC 28, 2005. LCOOR
E.OSf:)lfHT RECORDED ON Rfn 35!lRAT RE:CEPTION
NUlIBCR 9266J ON JULY 25. Il1B], tCCOR.
~~~~~N ~U=~T~:E~'::;2.RCcmw::
79 t::::Jcr;. . 2008, lCOOR.
CSFJ948I1BYR[)(<\.SfU',fJtWONocrOBfR
/1,2005
HlGHlI\O.Y CONSTRUCTION PrRllfT RCCORDfD ON REn
2890 AT RCCEPTION WilBER son, ON JUNE: ,..
'966, tCOOR.
,.
..
,.
SllQ'17'OO'WUOll
''''''''
9246S0.F7.
LAND PARTITION PLAT NUMBER 2008-P2306
RE COR D E D
MTE 28 Ocr. ~o8
PARTITION PLAT FOR
J.M. BRANDT-DRURY
S.E. 1/4. SEC. 34, T.nS.. R.211'., II'.M.
SPRlNGFIELD. LANE COUNTY. OREGON
SEPTEMBER 22. 2008
SCALE 1"=60'
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NO BUILDING, SrRlJClUI?[. 1l'i'CE'S. SHIWaBf/lY OR
Or/{{R OBSTfWCrlON SHALL BE PUCED OR L~JTV
ON OR IN " PU9UC UlIWY [JlSfMfNT.
2. M.llOTS MUST CONFORM TO THC VlSK>>oI ClDlRANCE
TRWo'GU: SlAH/)A.ROS SET FORTH IN THE SPRINGfiElD
DEVHOPMDt1' CODE.
LANE COUNTY CLERI< I: RECORDER
Of CONVEYANCES t-
.IL .J
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iNK: flP 516400l.
M't1.AR: BUUrROG ENTERPRISES .. /,IlL INK JtT DOUBLE MArTE aF78041.J
CrTY OF SPRINGFJELQ CASt NUMBER SUB200B-00016
1:\2OOJ\1lJ-'0Ill1II(:IAA_T-l>'WRY\FWALP\..OT\<lJ-IO~PIAr.d"'i'.lArour(')
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C.S. mE No.iJ':260
FlUNG DATE 28 c>cr.'D8 C
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TAX MAP 17-02-3...-....... TAX LOT 1200
CITY OF SPRINGn[LD CASE NUMBER SUB2DOB-ooor6
..I
PLOrTER, HP DES1GNJIT 650C
INK: HP 51640A
MYlAR: BULLFROG fNTERPRlSES 4 MIL INK JIT DOUBLE MArTE BFl8tuIJ
PARTITION PLAT NUMBER 200S-P2306
RECORDED
LMJl" 28 t:A::-;: {:)8
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OF~ I
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PARTITION PLAT FOR
J.M. BRANDT-DRURY
S.E. 1/4, SEC. 34. T.17S.. R.21r.. Ir.M.
SPRINGFlELD, LANE COUNTY, OREGON
SEPTEMBER 22. 2008
SCALE: 1"= 20'
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~ 310 Nth Street
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NOTES
r. NO BUILDING, STRUCTURf, TREES, SHRUBBERY OR
OTHER OSSTRIJCTJON SHAlL BE ptACEO OR lOCATED
ON DR IN A PUBLIC UTlUT'r EASEUENT.
REFERENCES
I, PUBUC U71U1Y EASEMENT RfCORDfO AT RECfPOON
NUMBER 2005-047"89 ON JUNE 28, 2005, lCOOR
2. U.SfUOfT RECORDED ON REEL J55R AT RECEPrION
NUMBER 9':>66J ON JULY 25, 1967, lCOOR.
J, DECu.RJoTION OF PRrVATE EA"F..~"'.IT!') RECORDm
AT R(C[PTJQN NUUBfR 2008- S8 '22.. ON
28 "''''7:_, 2008, lCOOR.
.. CSF J9488 EN REX A. sm, nLED ON OCTOBER
11,2005.
5 HIGHWAY CONSTRUCTION PERMIT RECOROCO ON REEL
289D AT RECEPTION NUlfBER 5071J ON JUNE 14,
1966. lCOOR.
,of>'
..
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PRQ.JECT NO, DJ- I09A
PAGE 2 OF 3
Ii'l
l:\zooJIlIJ-rOSA ~ lIW.t:Jr-!1IftI'n'\...... I'LM\OJ_.Ol<O I'U-r-l.a..;. I.Arotn (1) !>tW, S.,. 1). 10011 M,S6o>m GPlI'
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LAND PARTITION PLAT NUMBER 2008-P2306
l". R E C 0 R 0 E 0
PARTITION PLAT FOR II:'"' EO""TY '"1r."''' {fI
J.M. BRANDT-DRURY DATE 28 Ocr: '08 C.5. fltE HO. .v~ 60
FlUNG DATE 28 ar. 'of:{ C,
S.E. 1/4. SEC. 34, T.17S.. R.Z",.., JUl. ~E COVNTY ClERK .t RECORDER
OF CQNVEYAHCES LL
SPRINGFIELD. LANE COUNTY. OREGON a- 01,,'.1.... D' Chi.' o.""ty (:I.~k ZOOI-~1
Lane e......~y D..d..nd It.G"',",
SEPTEMBER 22. 2008 illi!lli~!~W~lillll!I!!~~\!~ oo.nl:::
RPII_T Cnb1 ,,- tIlSWtEROl
150.OO'10.OOS11.OO
NARRATIVE DECLARATION OWNER
THE IIONUUflHS SHOWN ON COUNTY SURVn' mE NllMBfR J9488 WERE FOUND AS SHOWN KNOW Ail PERSONS BY THESE PRESHlrS mAt J.I.I. 8RANOT-OfnJRY (I) DOfS HERfBY J.U. 8RANDr~DRURY
ON SND SURVfY. THE: UONUMfNTS lI'fRC HElD IN THE LOCArIONS SHOWN ON 9JD SUIMY. CCRnrr Ti''IO.T He IS THf OWNER 0; THE INiDS AS HeREON orSCRIBED NdJ DOES CNJSf 7906 THURSTON ROM)
THE PROPeRTY TO Bf PART/TIONt1I MD Pl..AmD IN ACCORomcf I'fjrH THE: PROVISIONS or SPRlNGFllliJ0F/91478
THe" NEW PIoRCfL UNeS WERe l.AID OIJT AS DI~crw En THE: DimE!? AND IN CONfORl.WK:f C~ 92 OF mf ORt:GON REVISED STArvTfS AS SHOWN; (2) (J(J[5 Hffi[8Y N:KNOlflBJCE
WITH THE APPROVED TfNTATM:. THE CRCATION ~ SCPAAATC INSTRUl./CNT OF (A) THE VARMBLE WID7f1 PRIVATE JOWT-USE
ACCESS, PRIVATE SroRM D~INIo{;E NlD PRIVM[ UTILITY fIoS(UENT BfflEflTnNG PARCELS RESTRICTIONS
I, '1, NlD J OilER PARCELS I, 2, AND J; (s) JHE 8.00-fooT BY JD.SD-fOOT PRIVArc
BICYCLE ST~GE f.ASEI.IENT BfNfflTnNC PARens I. 'I NlD J 0\Iffi PARCH J NfAR TflE THE PROPfRTY PARTITIONED HEMON IS SU8J[CT 10 THf fOllOWING MSTRlCTIONS:
SURVEYOR'S CERTIFICATE NORTflUoST CORNER; (c) THf 'II,DO-fOOT BY 76.53-fOOT PRIVATE STORI./WATfR DRAINAGE I. THE DeClARATION Of RESTRICTIONS RECOROCD AT RECEPTION NUMBER '1005-047488
ON
AHD TRU.TIIENT UoSEI.IENT BfNEflITING PARCELS I, '1 ANa J OVf:R At'iCn I; (D) TflE JUNE 'I/J, 2005 IN TflE UJjE COUNTY OREGON omclAL RECORDS REDUlRES THAT NO
I, {?fX A. sm, A REGlSTERCD PhOffSSiDNAL lAND SlJRV(rDR, BErNG DlJtl' SWORN ON VARIABLE WIDTH PRIVATE UTILITY (ASEIIENT BENEnmNG PARCftS 2 ANO J O\I[R PARCEl OfVfLOPWENT J./AY OCCUR
UHTH.. SPfCIF'IfD SIRW DfDICAI10NS OCCUR.
CMTH DO HEREBY CERTIFY (I) THAT mE INITIAL POINT AS SHOWN HEREON IS J./ARI([D BY f NEAR THe weST Pl..A7 8OUN!".I4RY; (E) M 5.00-FOOT PffIYM( SANlTARY ~R f.4SEI.IDfl 2. THRff (JI'{tOCArilBl.l"
50 SQU#{[ roor SrQIi'U llRNNN;E fACll.fTY FASEMfNlS AS GfW01fD
A 5/B"" JO"/RON REBAR WITH YElLOW PlASTIC CAP MARKED "BRANCfI UIG. we." "-S BENEFTmNG PARenS I, 2 NlD JailER PNlCfi J N(J.R mE NO/HHWf51 CORNER; (f) 1H(
SfT IN COUNTY SUR\.{'Y fIl.E NU/J8ER J9488, WfflCH /HIOO POINT OCCUPlfS THE NOf?I'HfAST 17.5O-fooT BY 2D.5O-fOOT PRIvATE TRASH ENCLOSURE [ASEWENT BENrnmNG PARCELS 10 mE CITY or SPRINGflfW
AND THE DRfGON OEP,oRTU[Nf Of TRANSPORTATION IN
COfmER or TH( lANDS PARlITlONfD HERrON AND (2) THAT I HAVE CORRfCny SU/I\-n1"D I, 2 AND J OVER PARCELS 2 AND J; (G) THE 5.00-fOOT PRIVATE unLlTY VlS(UENT 1I<<T fiIC/lWAY CONSTRUCTION
PERlJIT RECORDfD ON RHl 2890 AT RECEPTION MJAfBfR
AND MARl(fD WITH PROP(R lIONulICNTS THE: FOllOWING DESCRIBED PARnnON; BENEmTJI/G PARcns 2 AND J O\ll:R PARCns 2 AND J; (H) THE PRIVATE RECREATION 507rJ ON JUNE I., 1965.
S1lU4fEO IN THE CITY Of SPRIHCfIEW, WIf COUNTY, STATE OF OR(GDN IN THE SOUTl-lEAST ronlENT BENEflmNG PARcns I, 2 AND J (JV(R PARCEL J; MolD (r) THE 5.oo~fOOl J. THf BlANKET RIGHT-OF-WAY
CRANTED TO THE CTTY OF EUGfN[ fOR AN HECTRIC POWfR
PRIVATE ACCfSS WEWENT 8CNEflrnNG PARCELS I, '1 AND J O\ttR PARCElS 2 AND J; IRANSIIISSlON UNE" IN BOOK BJ ON PAGE J77 ON SEPT(wBER 21, 19t19 IN IliE LANE
1/4 Of SECTION ].t, TOWNSHIP 17 SOl/TfI, RANGE '1 WEST or THE Il'lu..wmE WERIDWI (J) DOES HERCBY ACKNOwtEOOf THE EXISTENCE OF (A) THE 7.00-fooT PUBtIC unmy COUNTY OREGON omcw.. RECOROS.
NO /UPROVOIENTS N>Pf.AR TV EXIST ON-SITE.
AND DESCR/BED AS fOU.OI5; fASEUENT A!ONG MAIN STRfU; (B) THE 5.DD-FOOT PUBLIC UTilITY WEIIENT ALONG A .
PORTION Of THE WEST PLAT BOUNDARY; (C) IliE 14.OD-FOOT PlJBUC SANlTAffY SEWfR SPRINGflaD unuTY 8Q(RD H4S THE RIGHT 10 RtoUEST ONE OR 1A00E PUSlIC UTIUTY
BEGINNING AT A POINT: mu LIES SOUIH 89'52'22" lASf. 509.18 ITET AN{) NORTH 00'17'00. [ASEIIENT RUNNING EAST-WEST THROUGH PARCElS I, 2 AND J; AIIO (D) THE 5.oo-rOOT fASlUCHTS ACROSS
PARCn J AT ANY 1I1./E. SPRINGfIfll) lffllI1YBCI4RO",H COORDINATE
FAST, 1142.18 fEET Of THf WESTERLY SWTMWCST CORNER Of THE Th'Cl.U45 J. J./AYNARD PUBlIC SLOPE fASOAENT ALONe IrWN STREET; NlD (4) ODES NfRfBY ACKNOWlEDGE THE Ilffij IliE OWNER Of PARCEL
J 10 UINIUJIE ANO/OR IIITIG.I.Tf ANY f'OTENnAL IUPACT
DONATION LAND C/.AJU NUUBER U IN SECTION J4, TOWNSHIP 17 SOUTH, RAHGf 2 WEST, OEDICArION HEREON Of lHE 5.oo-rOOf BY lS.Dp-fooT PUBLIC unuTY EASEMENT OIIfR OF TH( fASfllfNT 10 nl1lIRE,
PROPOsro OR EXIS1INC DfIIfHJPilENT ON PARCEL J.
w/ilAwEm WfRIOW/, SAJD PO/NT Lyme ON THE SOUTH J./ARGIN or I.WN STRW; THENCE
SOUtH 00'17'00' WfST, 1142.18 fEET 10 THE GENERAl M'5T UN[ OF SlID DONA/ION LAND PARCEL J.
CUtlU; ffffNCE ALONe SAID OONAffON /AND ElAN NORTH 89'52'22" WBT, 22/J.J6 FEIT;
rHfNCE ID\oTNG SoW DOW.TION /.NIO ClAIII NORm OUI1'OO' fASJ", 409.15 FEIT; TNENCr
SOUTH 89'52'00. EAST, 11/J.J6 Fill; THENCE NORm 00"17'00" EAST, nJ,19 fEU TO THE APPROVALS
SOUTH WRGIN Of WAIN STREET; THENCE ALONG SAID SOUTH 6WlGIN SOUTH B9'"47'JJ' EAST, /j}J R--.1t#:.
I woo fEET, RET!lFmINC TO THf POINT Of BEGINNING, CITY OF SPRINGFIELD:
(J.M. BRANDT-DRUIW' C;f7'"~~' J /(,OI.'fDh-L 2M1j
.
CONCURRENCE DA"
CONCURRENCE: GRANTING PERMISSION FOR THE PARTmONlNG AND PLArnNG OF THE: ACKNOWLEDGMENT /J., W'I~ Oc.~l!l!'.t..J,Zl)DA
PROPERTY AS DESCRIBm HERfON WAS RECORDfO 78 OCT: ,20d,AT STATE OF OREGON ) CI SlJR\I[YQR DATE
RECORDER'S NUIIBfR ZC1OH- 511'23 ,IN LANE: COUNTY OREGON QFFICW COUNTY or lANE ) S5
RECORDS. ON THIS 24~~ OAY or 5~DUmMr ,2008, BEFORE UE PERSONALLY ~
APPfARED J.M, BRANOT-ORURY AND ACKNOWLEDGED THE fOReGOING INSTRUMENT
TO 8l" HIS VOI.UNrAffY ACT AN{) DEED. (o.ze-DB
. .. M~;(~
COUNTY AS R f- OATE
4-/tJ. id--'--
NOTAfff SIGNAT!lRE
0kll A W....I"5Af'\\Fi,o..l
PRimED NAUE Of NOTAAY
r 1'E=rEIlED 1 NOTARY P\.IBlIC fOR DRfGDN
PROfESSIONAL CO/JMJSSION NO. ~lqS-1'l1
LANOSURVEYOR
@ Branch En~ineering. Inc, A'.- c?&- ....... COMMISSION EXPll?fS: .....l....l.! 'lA 7...,,,
(PRINTED IN fULL' MONTH 1)41", YfAR)
310 P1rth Slr'e~t I OREGON J
Sprhllfl~ld, Or"IOI1 V1411 JUlY <tl, 199~
{1\41)74e-0837 rAll (MI)74l1-0s.llll REx.}~m
ltrl1l1ch.dm-lnebr."ehe"li..e.rll1l,llCl111
CI91I.St...et".......TuDItpO.....t1..I1.SU".llnl O:PlRES,OCC(W1ER31, "'"
PROJECT NO. O.3-109A
!::;,TAX MAP 17 02-3<4-<44, TAX LOT 1200 I CiTY OF SPRINGF1E:LD CASE' NUMBE:R SUB2ODB-DOOI6 I r PAGE 3 OF 3.
!ll Ii.'I
- -
PLOTTER. HP OESIGNJE:1 650C
INK; HP 51640A
MYLAR; BUUFROG ENTERPRISES " UIL INK JET DOUBLE: MATTE BF78041J
1.\2OOJ\OJ 1O!M IIlICIlAU II1WI!II 0llUIY\'"", "lAT\ro_tl)go\ PlAf.o'o'/. lAroof (J) '>\IUI. 5." 21. 100II .~,oeom GPW