HomeMy WebLinkAboutApplication APPLICANT 4/8/2010
:City of Springfield
Development Services Department
225 Fifth Street
Springfield, OR 97477
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Land Division Tentative. Plan
Partition, Subdivision
pplication Type (Applicant: check one)
o Subdivision Tentative Pre-Submittal:
~ Subdivision Tentative Submittal:
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Partition Tentative Pre-Submittal:
Partition Tentative Submittal:
Required Project Information (Applicant: complete this section)
Applicant Name: Andrea McKinney, Trustee
I Company:
IAddress: PO B()x 1352, Springfield, OR, 97477
I 'c"<l' ._,.~;-- .w-,.....''''.~..~_-_...r~ W. "
IAPPlicant's Rep.: Renee Clough, PE, PLS, AICP
Icompany: Branch Engineering Inc.
IAddress: 310 5th Street Springfield, OR 97477
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I Property Owner: Same as applicant
Icompany:
IAddress:
110- ~ '" .... ,,.-......;.,, -" <<<; t. il..k:--""
IASSESSOR'S MAP NO: 17-02-34-44
Phone: 541-746-2543
Fax:
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Phone: 541-746-0637
Fax:
541-746-0389
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sf IDensity: 12 du/acre I
ro riate box on the next
ITAX LOT NOeS): 1201
Property Address: 6595 Main Street
Size of Property: 17,811 Acres D SQuare Feet ~
I Proposed Nam~ ~f_ Sub_~yi~'~O'~:d' mm .. d~_'. _J-,"
Description of If you are filling in this form by hand, please attach your proposal description to this application.
proDo~al: Two parcel oartition to separate the existinq four-olex from the existino sino Ie family residence
Existing Use: Multi-family residential
_# of Lots/Parcels: 2 IAvg. Lot/Parcel Size: 8,905
Si natures: Please si n and our name and date in the a
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Associated Applications: Signs: ~t\
Pre-Sub Case No.: Pn. db/Q - NXl(Y-{ Date: .' I Reviewed by:
Icase NO.:SUiS J-D l(l -DCfJ62--- Date: tf I ?d 10 I Reviewed by: r;, tttkJ
IAPPlication F~~: $ if~11 DU ITechnical Fe~:l $' 'J.~~. S'S Ipostage Fee: $/0 0 ~U
, r 11.J h L uate Ij<ecelvecl. (J- oJ; 111M I i
TOTAL FEES: ~ ~ ~;. ~ I PROJECT NUMBER: 'JIf.--J dOtO -W\.UI
~l'H . 0 Lulu
Revised 11.19.09
1 of 10
Original Submittal
Owner Signatures
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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:
Date:
Signature
Andrea McKinney
Print
Submittal
I represent this application to be complete for submittal to the City. Consistent with the completeness check
performed on this application at the Pre-Submittal Meeting, I affirm the information identified by the City as
necessary for processing the application is provided herein or the information will not be provided if not otherwise
contained within the submittal, and the City may begin processing the application with the information as
submitted. This statement serves as written notice pursuant to the requirements of ORS 227.178 pertaining to a
complete application.
Owner: ~~~',
....Signature v' ~
Date:
4-g -10
Andrea McKinney
Print
Date Received:
APR - 8 2010
Original Submitt;ol
Revised 11.19.09
2 of 10
Land Division Tentative Iplication Process
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1. Applicant Submits a Land Division Tentative Application for Pre-Submittal
. The application must conform to the Land Division Tentative Submittal Requirements
Checklist on pages 4-.6 of this application packet.
. A pre-submittal meeting to discuss completeness is mandatory, and pre-submittal
meetings are conducted every Tuesday and Friday, from 10:00 am - noon.
. Planning Division staff strives to conduct pre-submittal meetings within five to seven
working days of receiving an application.
2. Applicant and 'the City Conduct the Pre-Submittal Meeting
. The applicant, owner, and design team are strongly encouraged to attend the pre-
submittal meeting.
. The meeting is held with representatives from Public Works Engineering and
Transportation, Community Services (Building), Fire Marshall's office, and the Planning
Division and is scheduled for 30 to 60 minutes.
. The Planner provides the applicant with a Pre-Submittal Checklist specifying the items
required to make the application complete if it is not already complete, and the
applicant has 180 days submit a complete application to the City.
3. Applicant Submits a Complete Application, City Staff Review the Application and
Issue a Decision
. A complete application must conform to the Land Division Tentative Submittal
Requirements Checklist on pages 4-6 of this application packet.
. A Type II decision, made after public notice, but without a public hearing, unless
appealed, is issued within 120 days of submittal of a complete application.
. Mailed notice is provided to property owners and occupants within 300 feet of the
property being reviewed and to any applicable neighborhood association. In addition,
the applicant must post one sign, provided by the City, on the subject property.
. There is a 14-day public comment period, starting on the date notice is mailed.
. Applications are distributed to the Development Review Committee, and their
comments are incorporated into a decision that addresses all applicable approval
criteria and/or development standards, as well as any written comments from those
given notice.
. Applications may be approved, approved with conditions, or denied.
. At the applicant's request, the Planner can provide a copy of the draft land use decision
prior to issuing the final land use decision.
'. The City mails the applicant and any party of standing a copy of the decision, which is
effective on the day it is mailed.
. The decision issued is the final decision of the City but may be appealed within 15
calendar days to the Planning Commission or Hearings Official.
Date Received:
APR - 8 2010
Revised 11.19.09
Original Submittal
3 of 10
Land Division Tentative Ibmittal Requirements checlst
NOTE:
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o ALL of the following items MUST be submitted for BOTH Pre-Submittal and Submittal.
o 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.
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 8Y2"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
[gJ 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.
~ All plan sets must be folded to 8Y2" by 11" and bound by rubber bands.
a. Site Assessment of Existing Conditions Date Received:
[gJ Prepared by an Oregon licensed Landscape Architect or Engineer
[gJ Vicinity Map APR - 8 2010
Original Submittal, w
Revised 11.19.09
Revised 11.19.09
~ The name, location'd dimensions of all existing site Itures 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 100-year floodplain and flood way 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
~ 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
~ 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
~ 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
~ 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
~ Location and width of all existing and proposed easements on and abutting the
proposed land division
~ 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
~ Location and type of existing and proposed street lighting, including type, height, and
area of illumination
~ 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.
~ Location of existing and required traffic control devices, fire hydrants, power poles,
transformers, neighborhood mailbox units and similar public facilities
~ Location and dimensions of existing and proposed driveways
~ Location of existing and proposed transit facilities
~ 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
Date Received:
APR - 8 2010
5 of 10
Original Submittal
~ Location and size o~isting and proposed utilities on at 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
[gJ Prepa'red 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
[gJ Roofdrainage patterns and discharge locations
[gJ Pervious and impervious area drainage patterns
[gJ 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 drainageways 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 D Additional plans and documentation for submittal of a Cluster Subdivision proposal
as specified in SDC 3.2-230
N/A D Riparian Area Protection Report for properties located within 150 feet of the top of
bank of any Water Quality Limited Watercourses (WQLW) or within 100 feet of the
top of bank of any direct tributaries of WQLW
[gJ 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 D Where the development area is within an overlay district, address the
additional standards of the overlay district
N/A D If five or more trees are proposed to be removed, a Tree Felling Permit as specified
in SDC 5.19-100
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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 ~~~i~nd
and Drainage Alteration permit must be submitted prior to develojJment
APR - 8 2010
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N/AD
Revised 11.19.09
Origin~f~Ubmiltal
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N/AD
Revised 11.19.09
Where apPliCabl~ny Discretionary Use or variance' specified in SDC 5.9-100
and 5.21-100
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
All public improvements proposed to be installed and to include the approximate
time of installation and method of financing
Date Received:
APR - 8 2010
Original Submittal
7 of 10
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Branch Engineering,
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Inc.
Corporate H.adquaners
(541 "7,~6-063t
310:5'" Str.et
Spnngfieid, OR 97477
Salem Engineering Ofnc.
(503)'771l-2577
,147: Commerci.,I,Street:NE "Suite '1 0
,Salem, OR 97301
, Principal.
M,Lane'Srench, PE
Damien Gllbsrt,PE
RenosClougli, PE, PcS, AICP
Rene: Fabrloent,PE,'SE
RoneldJ::Delfick,F'E
www.BranchEngln.iririg;co...
April 5, 2010
Steve Hopkins
City of Springfield
225 Fifth St.
Springfield OR 97477
Dear Steve,
This is a complete submittal for the Andrea McKinney partition at 6595 Main Street. A
completeness review meeting was held at II :00 on Friday, April 2, 2010. The items deemed
incomplete at the meeting have been addressed as follows:
FIRE AND LIFE SAFETY (Gilbert Gordon)
No items
TRANSPORTATION (Jon Driscoll)
Provide additional dimensioning between the easements and parcel lines to help visualize
easements in field.
The requested dimensions have been added to the plan.
Revise the parking area for the house to reflect the current conditions.
A site visit revealed that the previously concrete parking area is now grassy gravel. The
drawing has now been revised accordingly
As a heads-up item, the Conditions of Approval will require the rhododendron and sign
to be removed from the vision clearance triangle.
Thank you for the advance notice.
PUBLIC WORKS ENGINEERING (Eric Walter)
No items incomplete, but there was a discussion of some confusion regarding existing
and proposed easements.
The lines for the proposed easement have been darkened to help define the limits.
Date Received:
APR - 8 2010
Original Submittal
CIVIL
STRUCTURES
T~ANSPOIUA,T10N
GEOTECHNICAL
SURVEYING
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PLANNING (Steve Hopkins)
No items
Please feel free to contact me at 746-0637 if you or anyone else has any questions.
Sincerely,
~
~:CIough, PE, PLS, AICP
Principal Surveyor
Branch Engineering, Inc.
Date Received:
APR - 8 2010
Original Submittal
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PROJe:CTTlTL(:
TENTATIVE PARTITION' PLAN FOR ",.",
6595 & 6597 MAIN STRErT I
SPRINGFIELD.. OREGON" .:
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,-- ""'_'.20' EXISTING CONDITIONS AND
LAND DIVISION TENT. PLAN
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WRITTEN STATEMENT
FOR THE TENTATIVE PARTITION ApPLICATION
This application is a proposal to partition the property at 3545 Oregon Avenue (Map 17-
02-31-43, Tax Lot 2101) into two parcels. Currently, the site is developed with a single-family
house on Parcell (9534 sq. ft. :fo); this residence will remain on Parcell. However, the garage
will be removed to allow room for the panhandle portion of Parcel 2 (7355 sq. ft. :fo in the flag
portion). In conformance with the Low Density Residential classification of the site and
surrounding properties, Parcel 2 will eventually, be developed with single-family residences. It is
not necessary to dedicate any land to the city.
Since the layout and location of the future house on Parcel 2 is not known, no trees will
be removed or earthwork performed at this time. Two neighborhood mailbox units exist at the
Northeast comer of the property. If the panhandle lot were to have its own driveway and curb
cut, these mailbox units would need to be moved. The developer preferred to leave the mailbox
units in place and construct a shared driveway utilizing the existing curb cut on Oregon Avenue.
It is unlikely that any trees will need to be removed from either parcel for construction of the
driveway or future house construction on Parcel 2. Oregon Avenue is fully improved so no off-
site improvements are necessary now or in the future.
The Lane County Soil Survey shows the site as having Coburg-Urban Land Complex
(32) across the Southern portion of the site and Malabon-Urban Land Complex (76) across the
Northern portion of the site. The Soil Survey indicates that Coburg-Urban Land Complex has a
seasonal high water table of 1 Y:. to 2Y:. feet from November to May and that Malabon-Urban
Land Complex has a high water table below 6 feet. It is doubtful that the water table changes so
drastically across such a small site. Most likely, the water table is somewhere between these two
values. The Survey also indicates there may be problems with low soil strength in the Coburg-
Urban Land Complex soil. The Malabon-Urban Land Complex may have troubles with
moderate shrink-swell potential and moderately slow permeability. The existing houses in the
neighborhood and the house on site were not recently constructed and none of these houses show
indications of adverse impacts from the soil. For this reason, no Geotechnical Report was
obtained.
Parcell meets the qualifications for a solar lot. Parcel 2 is not a solar lot since its North-
South dimension in the flag portion is only 75 feet. A modification for this should be granted
under 34.0l0(3)(d) since the existing house on Parcell is far enough from the line between the
two parcels that any shade cast on Parcell by a structure on Parcel 2 is not likely to reach the
existing house. It is possible that the parcels could have been laid out to conform with the solar
lot standards, however, the existing hedge and fence create a natural screen between the two lots
that would be lost if the line were moved to conform with the solar standards.
This project does not require any additional planning applications.
Date Received:
APR - 8 2010
Original Submittal
.
.
STORMW ATER MANAGEMENT PLAN
Site Plan Review Application
6595 Main Street
17-02-34-44 TL 1200
/z.-J/_o::'~
For: Michael Brandt-Drury
Prepared By: Branch Engineering, Ine,
August 2004
[j!\lt~ f1t~e~iv~d:
APR = a 2010
Original Submittal
.
.
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
penneability 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 stonnwater 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 topol,'faphy 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
stonnwater 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"
stonnwater pipe is being installed at the Mountain Gate subdivision this swnmer, 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 stonnwater quality
measures have been designed to meet the ODOT specifications.
A grassed swale is proposed between the existing residence and the proposed fourplex,
The on-site paved area will 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 maximwn 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
minimwn 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 jowe:Rtop of.. .
i. Vale Kecelved:
I'
t APR "s 2010
Orl!:lil1!l! l';iybmitlaL ~
l
.
.
swale elevation (517) and only half a foot above the bottom ofswale (515,56), This amount of
ponding is minor arid 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,
I
I
!
eate R~lil~iVtid;
APR m 8 2U1O
Original SubmlUal
.
.
APPENDICIES
APPENDIX A
APPENDIX B
APPENDIX C
APPENDIX D
APPENDIX E
Maps
Current Runoff Conditions
Water Quality Storm Calculations
10 Year Storm Calculations
25 Year Storm Calculations
, Oate R!i7r:J!i1ived:
!
APR = 8 2010
Original Submittal
.
.
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
[)~t~ Rl7itl~lved:
APR ~ 8 2010
Original Submittal
.
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Original Submittal
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ISOPLUYIALS OF 25-YR 24-HR PRECIPITATION
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APPENDIX B
Current Runoff Conditions
lncluding:
Lane County Soils Survey Data
Time of Concentration
Santa Barbara Urban Hydrograph
.'
'.'.,' .
.
.
DETERMINA nON OF VARIABLES FOR APPENDIX B
rime 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 corner of the
neighboring property, The area drain can be seen on the city topo map and the width of the
neighboring property can be seen on the Tax Assessor's Map, both are included in Appendix A.
L = 340 + 120 = 460 ft
The change in elevation across the flow path can be seen on the city topo map,
~elev = 517.8-516 = 1.8 ft
slope = ~ = 0,004 ft/ft
460
An equation for velocity is given in Appendix F ofthe TR-55 Manual.
v = 16.1345(s)"' = 16,1345(0,004)5= 1.01 ft/s
T 460 8 .
= - = mm
, 1.01
Drainage Areas
The entire drainage area (the sitearea North ofthe.wetlanPs) is counted as pervious.
Rainfall Denth
Based on the isopluvial maps forOrego~ the 10 year, 24 hour rainfall is 4,3 inches,
Curve Number
Because the soil over the m<tiority of the drainage area is cb<<ified 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.
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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.
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 slow.
Available water capacity is about 10 to 12 inches. Water
supplying capacity is 20 to 26 inches. Effective rooting
depth is more than 60 inches. Runoff is slow, and the
.
Soil Survey
hazard of water erosion is slight. A high water table is at
a depth of 1.5 to 2.5 feet from November to May.
This unit is used for small grain. grass seed, pasture,
orchards, irrigated vegetable 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 protec: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 iow soil strength, If buildings are
constructed on this unit, properly designing foundations
and footings and diverting runoff away fron' !>pilding';
help to prevent structural damage as a Jesuit of 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 uriit 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 tOO 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 Coburg silty clay
loam, and 30 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 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 in silty and clayey
mixed alluvium. Typically, the surface layer is very dark
.
Lane County Area, Oregon
grayish brown silty clay loam about 18 inches thick. The
subsoil is dark brown, mottled silty clay loam and silty
clay about 35 inches thick. The substratum to a depth of
65 inches or more is dark brown, mottled fine sandy
loam.
Permeability of this Coburg soil is moderately slow.
Available water capacity is about 10 to 12 inches. Water
supplying capacity is 20 to 26 inches. Effective rooting
depth is more than 60 inches. Runoff is slow, and the
hazard of water erosion is slight. A high water table is at
a depth of 1.5 to 2.5 feet from November to May.
The disturbed Coburg soil has been covered by as
much as 40 inches of fill 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 Coburg, Malabon, Salem, Conser, and Oxley
soils that have been cut or graded. The characteristics of
me aisturbed 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.
This unit is used mainly for urban development. It is
also used for yards, parks, and open areas around and
between buildings.
If this unit is used for urban development, the main
limitations are the seasonal high water table, moderately
slow permeability, and low soil strength. If buildings are
constructed on the unit. properly designing foundations
and footings and diverting runoff away from buildings
help to prevent structural damage as a result of 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 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 map unit is not assigned a capability
classification.
33-Conser silty clay loam. This deep, poorly
drained soil is in depressional areas along drainageways.
It formed in silty and clayey mixed alluvium, Slopes are 0
to 2 percent. Areas are irregular in shape and are 5 to
100 acres in size. The vegetation in areas not cultivated
is mainly Oregon ash, Oregon white oak, hawthorn, rose,
sedges, rushes, and grasses. Elevation is 300 to 500
feet. The average annual precipitation is 40 to 60 inches,
the average annual air temperature is 52 to 54 degrees
F, and the average frost-free period is 165 to 210 days.
Typically, the surface layer is very dark brown silty clay
loam about 9 inches thick. The upper 5 inches of the
subsoil is very dark grayish brown silty clay, and the
lower 27 inches is very dark gray and brown, mottled
clay and silty clay. The substratum to a depth of 60
inches or more is dark grayish brown, mottled loam and
.
~
51
sandy loam. In some areas coarse sand and gravel are
below a depth of 40 inches.
Included in this unit are small areas of Awbrig,
Bashaw, and Coburg soils. Included areas make up
about 15 percent of the total acreage.
Permeability of this Conser soil is slow. Available water
capacity is about 9 to 12 inches. Water supplying
capacity is 15 to 20 inches. Effective rooting depth is
limited by a high water table that is at a depth of 0 to 1.5
feet from November to May. Runoff is slow, and the
hazard of water erosion is slight. The soil is subject to
rare periods of flooding.
This unit is used mainly for hay, pasture, and grass
seed. Where drainage is provided, it is also used for corn
and other cultivated crops.
This unit is suited to water-tolerant or shallow-rooted
crops. Deep-rooted crops are suited to areas where an
adequate drainage system has been installed. 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.
Returning all crop residue to the soil and using a
cropping system that includes grasses, legumes, or
grass-legume mixtures help to maintain fertility and tilth.
Crops respond to nitrogen and phosphorus.
Grazing when this unit is wet results in compaction of
the surface layer, poor tilth, and excessive runoff. A
tillage pan forms easily if the soil is tilled when wet.
Chiseling or subsoiling can be used to break up the
tillage pan.
If this unit is used for recreational development, the
main limitations are wetness, slow permeability, and the
content of clay in the surface layer and subsoil.
!f this unit is used for homesite development, the mair
limitations are slow permeability, wetness: the content 0
clay in the surface layer and subsoil, high shrink-swell
potential, and low soil strength when wet. Perimeter
drains and properly designed footings and foundations
help to reduce wetness and prevent structural damage
from shrinking and swelling. Roads for year-round use
need heavy base rock. Landscaping plants that tolerate
a seasonal high water table and droughtiness should be.
selected if drainage and irrigation ar8 not provided.
This map unit is in capability subclass IlIw.
34-Courtney gravelly silty clay loam. This deep,
poorly drained soil is in drainageways and other
depressional areas of valley terraces. It formed in
gravelly and clayey mixed alluvium. Slopes are 0 to 3
percent. Areas are elongated or irregular in shape and
are 3 to 100 acres in size. The vegetation in areas not
cultivated is mainly grasses, sedges, rose, hawthorn, ar d
Oregon ash. 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.
'I
.
Lane County Area. Oregon
swell potential, moderately slow permeability, and low
strength of the soil when wet.
This map unit is in capability subclass Yle.
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
sHt 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
growth of grasses and legumes.
This unit is sui1ed 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 lime.
If this unit is used for recreational development, the
main limitation is wetness during much of the year,
IOhis 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 aboul15 inches thick. The substratum to a depth
of 60 inches or more is very dark grayish bl'Owll and darf.
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 ',' '.
lablelhails'at a depth of 1:5'to 2.5 feH from 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 unn 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 relatively undisturbed Pengra soil is used for
urban development, the main limitations are.the high
.
.
\
.soil name and
map symbol
TABLE l4.--S0IL AND WATER FEATURES--Continued
-~--=~_===~PloodTnq---'-----== =---=-H iqh wa~tab1e--
Bedro"Ck--- ~
Potential
Hardness frost
_~__~ction
__Risk ofco---rr.asion_
Uncoated Concrete
~teel
Hydro-
logic
_~_ _QE.o~p_ _
---..------ ---- ------- --~t
In
30*:
Urban land.
3]-----------,----
Coburg
32*:
Coburg-----------
Urban land.
33----------------
Conse r
34----------------
Courtney
35D, 35F, 35G-----
Cruiser
360---------------
Cumley
37C. 37E---:..------
Cupola
38----------------
Dayton
39E. 39F----------
Digger
40H* :
Digger-----------
Rock outcrop.
I
41C, 41P-, 41F-----
Dixonv ille
4 2E*:
Dixonville-------
Ilazelair---------
Urban land.
43C*, 43E*:
Dixonville-------
Philomath--------
Hazelair---------
Frequency
Duration Months
Depth
Kind
Months
Depth
C None-----,...-- 1.5-2.5 Apparent Nov-May >60 High----- Low.
e None -------- 1.5-2.5 Apparent Nov-May >60 High----- Low.
0 Rare-------- 0-1.5 Apparent Nov-May > 60 H igh----- Moderate.
D Rare-------- 0-1.5 Perched Dee-May > 60 High----- Moderate.
n 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.
O' None-------- +1-1.5 Perched Nov-May! > 60 High----- Moderate.
e None-------- ) 6.0 20-40 Soft Low------ Moderate.
!
e 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 Dee-Apr 20-40 Soft H igh----- Moderate.
e
;. 6.0
High----- Low.
20-40
Soft
None--------
D
None--------
" 5.0
High----- Moderate.
12-20
Soft
o
1.0-2.0 Perched Dec-Apr 20-40
High----- Moderate.
Soft
None--------
See footnote at end of table.
-_.__._--~:....-
r
'"
::J
ll>
(')
o
c:
::l
"
)>
;;;
jll
o
~
ll>
<0
o
::J
.
.
""
<Jl
~
Soil name and
r.1ap symbol
98---------------- 0
Noti
99H*:
Ochre[lts.
Umbre[lt5.
100---------------
oxley
101 *:
Oxley------------
Urban land.
102C--------------
Panther
l03C ":
Panther----------
urban land.
l04E, 104G--------
peavine
10SA--------------
Pengra
l06A* :
Pengra-----------
Urban land.
107C, 108e. 108p--
Philomath
1 09P*:
Philomath--------
Urban land.
110* .
Pits
1110. 111F--------
Preacher
112G*:
Preacher---------
80hannon---------
TABLE 14.--S0IL AND WATER FEATURES--Continued
Frequency
Duration
Months
Depth
Kind
Months
----......-~ Hia-Ii w-a-ter ta_ble --- ---gedrock-==---.------ -Jc~k_.qfs?..F_rosCon-
Potential -.
frost Uncoated Concrete
action ~~____
. =-=----=-~-=~_ ~!.2.~c!:~,__
Hydro-
logic
__ .9-r::~u--p__
Ft
Frequent---- Brief----- Oct-May
0-1.0 Perched Oct-May
B Nonc-------- ) 6.0
B None-------- ) 6.0
C None-------- ) 6.0
See footnote at end of table.
Depth
In
) 60
40-60
40-60
20-40
Hardness
Soft
Soft
Soft
High----- High.
High----- High.
High----- High.
Low------ High.
r
"
:J
<1>
o
o
c:
:J
.:;;:
:>-
ro
!"
o
ro
<0
o
"
'"
Ol
"r
~
,/ . .
350 Soil Surve-
TABLE 13.--PHYSICAL AND CHEMICAL PRQPE:RTIES OF SOILS--Continued
--- -- -- --- ~--- -- -------- ------- ..------
Eros ion
Soil naroe and Depth Clay Moist Permeability Ava ilable Soil Shrink-swell factors Organic
map symbol bulk water reaction potential matter
dens i ty cap'ac~ ty K T
In Pet G/cmJ 1nl n~ 1n/ln l"! Pet
28C, 288--------- 0-7 IB-27 1.30-1.40 0.6-2.0 0.19-0.21 5.6-6.5 Low-------___ 0.28 2 3-5
Chehulpum 7-13 20-30 1.30-1.40 0.6-2.0 0.18-0.22 5.6-6.5 Low---------- 0.2B
13 -------------
29--------------- 0-14 5-15 1. 30"1. 40 0.6-2.0 0.20-0.22 5.6-6.5 Low---------- 0.32 5 5-10
Cloqua to 14-50 5-15 1.30-1.40 0.6-2.0 0.19-0.21 6.1-7.3 Low---------- 0.32
50-60 2-10 1.30-.140 0.6-2.0 0.08-0.10 6.1-7.3 Low---------- 0.24
30*:
Cloquato-------- 0-14 5-15 1.30-1.40 0.6-2.0 0.20-0.22 5.6-6.5 Low---------- 0.32 5 5-10
14-50 5-15 1. 30-1. 40 0.6-2.0 0.19-0.21 6.1-7.3 Low---------- 0.32
50-60 2-10 1.30-1.40 0.6-2.0 0.08-0.10 6.1-7.3 Low---------- 0.24
Urban land.
31--------------- 0-18 27-35 1.20-1.40 0.6-2.0 0.18-0.20 5.6-6.5 Moderate----- 0.32 5 4-6
Coburg 18-53 35-45 1. 20-1. 40 0.2-0.6 0.18-0.20 6.1-7.3 Moderate----- 0.37
53-65 15-30 1.20-1.40 2.0-6.0 0.13-0.15 6.6-7.3 Low---------- 0.24
32*:
Coburg ---------- 0-18 27-35 1. 20-1. 40 0.6-2.0 0.18 -0.20 5.6-6.5 Moderate----- 0.32 5 4-6
18-53 35-45 1.20-1.40 0.2-0.6 0.18-0.20 6.1-7.3 Moderate----- 0.37
53-65 15-30 1.20-1.40 2.0-6.0 0.13-0.15 6.6-7.3 Low---------- 0.24
Urban land.
33--------------- 0-9 27-35 1.20-1.40 0.6-2.0 0.19-0.21 5.6-6.5 MOderate----- 0.37 5 4-B
Conser 9-41 35-50 1.20-1.40 0.06-0.2 0.14-0.16 6.1-6.5 High--------- 0.37
41-60 15-30 1.20-1.40 0.6-2.0 0.16-0.18 6.1-7.3 Low--------__ 0.43
34--------------- 0-15 27 - 35 1.30-1.40 0.2-0.6 0.16-0.19 5.1-6.0 Moderate----- 0.20 2 3-5
Courtney 15-28 50-60 1.30-1.40 <0.06 0.11-0.14 6.1-6.5 High--------- 0.20
2B-41 27-35 1.30-1.40 0.2-0.6 0.07-0.13 6.1-6.5 Mode r<,_ t ( 0, ]7
41-60 0-5 1.30-1.40 6.0-20 0.03-0.05 6.1-7.3 Low---o--o_____ 0.1 ('0
350, 35F, 35G---- 0-15 0.B5-0.95 0.6-2.0 0.20-0.25 4.5-6.0 Low---------- 0.17 5 4-6
Cruiser 15-55 0.90-1.00 0.6-2.0 0.17-0.20 4.5-6.0 Low---.-- ~..--- 0.24
55-65 1.10-1.30 0.6-2.0 0.10-0.16 4.5-6.0 LOW-~i___,____.o 0.]4
360-------------- 0-14 27-35 1.20-1.40 0.6-2.0 0.18-0.20 5.1-6.5 Moderate~<---- 0,24 5 4-6
Curnley 14-60 40-55 1.30-1.40 0.2-0.6 0.14-0.16 5.1-6.0 High----...~-... . 0,24
37C, 37E-------..:-- 0-6 0.85-0.95 0.6-2.0 0.17-0.20 5.1-6.0 Low-----_____ 0, ] 5 3 4-B
Cupola 6-32 1.20-1.40 0.6-2.0 0.10-0.13 5.6-6.5 Low-----~---_ 0.10
32-60 1.40-1.60 0.2-0.6 0.05-0.08 5.6-6.5 Low------____ 0.02
38--------------- 0-7 15-20 1.30-1. 40 0.6-2.0 0.lB-0.25 5.1-6.0 Low------..--- 0.43 5 1-4
Dayton 7-16 15-30 1.25-1.40 0.6-2.0 0.18-0.22 5.1-6.0 Low------____ 0.49
16-45 40-50 1. 25-1. 40 <0.06 0.03-0.05 5.1-6.5 High--------- 0.32
45-60 40-60 1.30-1.40 0.06-0.2 0.05-0.10 6.1-7.3 High--------- 0.37
39E:, 39F--------- 0-4 15-25 0.90-1.10 2.0-6.0 0.10-0.14 5.1-6.5 Low---------- 0.10 3 3-5
Digger 4-17 15-25 0.95..,1.10 2.0-6.0 0.10-0.12 5.1-6.0 Low-----_____ 0.20
17-37 15-25 1.00-1.40 2.0-6.0 0.10-0.12 4.5-6.0 Low---------- 0.24
37 -------------
40H* :
Digger---------- 0-4 15-25 0.90-1.10 2.0-6.0 0.10-0.14 5.1-6.5 Low--------__ 0.10 3 3-5
4-17 15-25 0.95-1.10 2.0-6.0 0.10-0.12 5.1-6.0 Low---------- 0.20
17-37 15-25 1.00-1.40 2.0-6.0 0.10-0.12 4.5-6.0 Lo.....---------- 0.24
37 -------------
Rock outcrop.
41C, 41E, 41p---- 0-14 27-40 1.30-1.50 0."-2.0 0.18-0.21 5.6-6.5 Moderate----- 0.32 3 3-6
Dixonvil1e 14-26 40-60 1.30-1.60 0.06-0.2 0.12-0.17 5.6-6.5 High--------- 0.24
26 -------------
See footnote at end .of tab Ie.
. . '\
Lane County Area, Oregon 355
TABLE 13. --PHySICAL AND CHEMICAL PROPERTIES OF SOILS--Continued
-- .----------.- ~---,- .. .- -- ------~- -Eros ion-
soil narre and nepth Clay Moist Permeabili ty Available Soil Shrink-swell ~~~s_ Organic
map symbol bulk water rea ct ion potential ma t te r
"~~*~Y_----rnZ~ --"~i~~~V--~t!-- K T
In --Pct--- -- Pct---
98--------------- 0-9 10-18 1. 00-1. 30 0.6-2.0 0.16-0.20 4.5-5.5 Low------'---- 0.28 3 4-6
Noti 9-34 ' 10-18 1.10-1.30 0.6-2.0 0.14-0.18 4.5-5.5 Low---------- 0.32
34-44 5-10 1.10-1.40 2.0-6.0 0.08-0.10 4.5-5.5 Low---------- 0.20
44-60 5--10 1.40-1.60 0.06-0.2 0.04-0.06 4.5-5.5 Low---------- 0.02
99H It:
Ochrepts.
Urnbrepts.
100-------------- 0-17 15-27 1.20-1.40 0.6-2.0 0.13-0.18 5.1-6.0 Low---------- 0.20 5 3-5
Ox ley 17-23 27-35 1.25-1.40 0.2-0.6 0.14-0.17 5.6-6.0 Moderate----- 0.24
23-41 10-35 1. 25-1. 35 0.2-0.6 0.06-0.14 5.6-6.0 Low---------- 0.20
41-60 5-15 1.30-1.50 2.0-6.0 0.05-0.07 6.6-7.3 Low---------- 0.20
101 *:
Oxley----------- 0-17 15-27 1.20-1.40 0.6-2.0 0.13-0.18 5.1-6.0 Low---------- 0.20 5 3-5
17-23 27 -35 1.25-1.40' 0.2-0.6 0.14-0.17 5.6-6.0 Moderate----- 0.24
23-41 10-35 1.25-1.35 0.2-0.6 0.06-0.14 5.6-6.0 Low---------- 0.20
41-60 5-15 1.30-1.50 ~.0-6.0 0.05-0.07 6.6-7.3 Low---------- 0.20
Urban land.
102C------------- 0-10 25-35 1.20-1.30 0.2-0.6 0.19-0.21 5.6-6.5 Moderate----- 0.24 3 3-5
Panther 10-42 60-70 1.30-1.50 <0.06 0.13-0.16 3.6-6.5 High--------- 0.24
42 -------------
103C*:
Panther--------- 0-10 25-35 1.20-1.30 0.2-0.6 0.19-0.21 5.6-6.5 Moderate----- 0.24 3 3-5
10-42 60-70 1.30-1.50 <0.06 0.13-0.16 3.6-6.5 High------..:-- 0.24
42 -------------
Urban land.
104E, 104G------- O-B 30-40 1.10-1.30 0.2-0.6 0.18-0.20 5.1-6.0 Moderate----- 0.28 3 4-8
Peavine 8-38 45-60 1.10-1.30 0.2-0.6 0.13-0.16 4.5-5.5 Moderate----- 0.28
3B -------------
105A------------- 0-6 20-27 1. 30-1. 40 0.2-0.6 ,0.19-0.21 5.6-6.0 ' Low---------- 0.28 5 4-6
Pengra 6-21 27-')5 1.30-1.40 0.2-0.6 0.19-0.21 5.6-6.0 Moderate----- 0.28
21-60 60-70 1.40-1.60 <0.06 0.10-0.12 6.1-7.3 High--------- 0.24
106A*:
Pengra---------- 0-6 20-27 1.30-1.40 0.2-0.6 0.19-0.21 5.6-6.0 Low---------- 0.28 5 4-6
6-21 27-35 1.30-1.40 0.2-0.6 0.19-0.21 5.6-6.0 Moderate----- 0.28
21-60 60-70 1.40-1.60 < 0 .06 0.10-0.12 6.1-7.3 High--------- 0.24
Urban land.
107C------------- 0-6 40-55 1.30-1.40 0.6-2.0 0.18-0.21 5.6-6.5 High--------- 0.32 1 2-4
Philomath 6-14 40-60 1. 30-1. 40 0.06-0.2 0.14-0.16 5.6-7.3 High--------- 0.24
14 -------------
108e, 10Bf------- 0-6 40-55 1.30-1.40 0.6-2.0 0.14-0,17 5.6-6.5 High--------- 0.28 1 2-4
Philomath 6-14 40-60 1. 30-1. 40 0.06-0.2 0.14-0.16 5.6-7.3 High-h------ 0.24
14 -------------
109F*:
Phi1omath------- 0-6 40-55 1.30-1.40 0.6-2.0 0.14-0.17 5.6-6.5 High--------- 0.28 2-4
6-14 40-60 1.30-1.40 0.06-0.2 0.14-0.16 5.6-7.3 H igh--h----- 0.24
14 ------------- ----I
Urban land. I
I
110*. I
Pits I
I
See footnote at end of table.
.
.
.-0
Known:
Pervious
Area =
Imoervious
% Imperv. =
Area =
o
acres
Site
Area = 0.81
acres
w = 0.3846
Answer:
Maximum Design Flowrate =
T -
p -
Total Runoff Volume =
Total Rain =
0.33
480
5351
eN =
eN =
Storage"
Storage"
in.
Time Incr, "
cfs
min.
cu,ft.
3,51
cu. ft,
0.20 cu. ft.
10
min,
0,28 =
0.2S =
0.70 cu. ft.
0.04 cu. ft.
Tc =
min,
,~
,
) Pervious Area Impervious Area
Time Rainfall Rainfall in ACCUmUl.j ACCUmUl.jlnCremental Accumul. Incremental Total Instant I Design Runoff Volume Total Runoff I
Increment Time Distribution increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate in Increment Volume
min. fraction inches inches inches inches inches inches inches cIs I cfs cu.ft. cU.ft.
1 0 0 0 0 0 0 0 0 0 0 I 0 0 0
I 2 10 0,0040 0.0172 0,017 0.000 0.000 0,000 0.000 0,000 0.00 I 0.00 0 0
I 3 20 0.0040 0.0172 0,034 0.000 0.000 0,000 0,000 0,000 0,00 0,00 0 0
I 4 30 0,0040 0.0172 0052 0.000 0.000 0,001 0.001 0.000 0,00 I 0.00 0 0
I 5 40 0.0040 0.0172 0.069 0,000 0.000 0,003 0,003 0.000 0,00 I 0.00 0 0
I 6 50 0,0040 0,0172 0.086 0.000 0.000 0.008 0,005 0,000 0,00 I 0.00 0 0
I 7 60 0.0040 0.0172 0.103 0.000 0.000 0,015 0,006 0,000 0,00 I 0:00 0 0
I 8 70 0.0040 0,0172 0,120 0,000 0.000 0.022 0,008 0,000 0.00 I 0.00 0 0
I 9 80 0.0040 0.0172 0.138 0.000 0.000 0.031 0,009 0.000 0,00 , 0.00 0 0
I 10 gO 0.0040 0.0172 0.155 0.000 0.000 0.041 0,010 0.000 0.00 I 0.00 0 0
. 11 100 0,0040 0,0172 0.172 0.000 0,000 0.051 0.010 0.000 0,00 I 0.00 0 0
12 110 0.0050 0.0215 0.194 0.000 0.000 0.065 0.014 0,000 0,00 I 000 0 0
I 13 120 0,0050 0.0215 0.215 0,000 0,000 0.080 0.015 0,000 0.00 I 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 I 0.00 0 0
16 150 0.0050 0,0215 0.280 0,000 0.000 0,129 0.017 0,000 0.00 I 0,00 0 0
17 160 0,0050 0,0215 0,301 0.000 0.000 0,146 0,017 0.000 0,00 I 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 I 0,00 0 0
20 190 0.0060 0.0256 0.378 0.000 0.000 0,210 0.022 0,000 0.00 I 0.00 0 0
21 200 0.0060 0.0258 0.404 0.000 0,000 0,233 0.022 0.000 0.00 I 0.00 0 0
22 210 0.0060 0.0258 0.430 0.000 0.000 0,255 0,023 0,000 0,00 I 0.00 0 0
23 220 0.0060 0,0258 0.456 0.000 0,000 0,278 0.023 0.000 0,00 I 0,00 0 0
I 24 230 0.0070 0.0301 0.486 0,000 0.000 0.305 0,027 0,000 0,00 I 0.00 0 0
I 25 240 0.0070 0.0301 0,516 0,000 0.000 0.332 0.027 0.000 0.00 I 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 0.034 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 0.642 0.040 0.007 0,03 0.03 20 93 I
41 400 0.0095 0.0409 1.093 0.039 0.007 0.661 0,040 0.007 0.04 0.03 22 115 I
42 410 0.0134 0,0576 1,151 0.051 0,012 0.937 0.056 0.012 0.06 0.04 34 149 J
,~
I Pervious Area Impervious Area
I Time Rainfall Rainfall in Accumui. Accumui. Incremental Accumui. Incremental Total Instant I Design Runoff Yolume Total Runoff
Incremant Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flovvrate Flovvrate in Increment Volume
min. fraction inches inches inches inches inches inches inches cis I cfs cu. ft. cu.!l.
43 420 0.0134 0,0576 1.206 0.064 0,013 0,994 0.056 0,013 0.06 I 0,06 38 187
44 430 0.0134 0.0576 1.266 0.078 0,014 1,050 0.056 0,014 0.07 I 0.06 42 229
45 440 0.0180 0.0774 1.343 0.099 0,021 1.126 0.076 0.021 0,10 0,08 62 290
46 450 0,0180 0,0774 1.421 0,122 0.023 1.202 0.076 0.023 0.11 I 0.10 68 358
47 460 0.0340 0.1462 1.567 0,171 0.049 1.346 0.144 0.049 0.24 I 0,16 143 502
46 470 0.0540 0.2322 1.799 0.261 0,090 1.575 0,229 0.090 0.44 I 0.30 265 767
I 49 480 0.0270 0.1161 1.915 0,311 0.050 1.690 0.115 0.050 0.25 I 0,33 146 915
I 50 490 0.0160 0,0774 1,993 0.346 0.035 1.767 0.077 0.035 0.17 I 0,24 104 1019
I 51 500 0,0134 0.0576 2.050 0,374 0.027 1.624 0.057 0,027 0.13 I 0.17 80 1098
I 52 510 0,0134 0.0576 2,108 0.401 0.026 1.661 0.057 0,028 0.14 I 0,14 62 1160
. 53 520 0.0134 0.0576 2.165 0.430 0.029 1.936 0.057 0.029 0.14 I 0.14 64 1264
54 530 0.0068 0.0378 2.203 0.449 0.019 1,976 0.036 . 0,019 O.Og I 0,12 56 1320
I 55 540 0,0088 0,0378 2,241 0.469 0.019 2.014 0.038 0,019 0.10 0.10 57 1376
I 56 550 0.0088 0.0376 2.279 0.488 0.020 2.051 0.038 0,020 0.10 0,10 58 1435
I 57 560 0.0088 0.0378 2,317 0.508 0.020 2.089 0.038 0.020 0,10 0,10 59 1494
I 56 570 0.0086 0.0378 2,355 0.528 0.020 2,126 0,038 0,020 0.10 0,10 59 1553
I 59 580 0,0088 0.0378 2.393 0.549 0.020 2,164 0.038 0,020 0.10 0.10 60 1614
60 590 0.0086 0,0378 2.430 0,569 0.021 2,202 0.038 0.021 0.10 0.10 61 1674
61 600 0.0086 0.0376 2.468 0.590 0.021 2.239 0.038 0.021 0,10 0.10 62 1736
62 610 0.0088 0.0378 2.506 0.612 0.021 2.277 0,038 0,021 0.10 0,10 62 1796
63 620 0,0088 0.0378 ' 2.544 0.633 0.021 2.314 0.038 0.021 0.11 0.10 63 1661
64 630 0,0088 0.0378 2.582 0.655 0.022 2.352 0.038 0.022 0.11 0,11 64 1925
65 640 0.0088 0,0378 2.620 0.677 0,022. 2.390 0.Q38 0.022 0,11 0.11 64 1989
66 650 0,0072 0.0310 2,651 0.695 0.Q18 2.420 0.031 0.Q18 0.09 0.10 53 2043
I 67 660 0.0072 0,0310 2,681 0.713 0.018 2.451 0.031 0,018 0.09 0.09 54 2096
I 68 670 0.0072 0.0310 2,712 0.731 0.018 2.482 0.031 0,018 0.09 0,09 54 2150
" 69 680 0.0072 0,0310 2,743 0.750 0,019 2.513 0,031 0.019 0.09 0,09 54 2205
70 690 0.0072 0.0310 2,774 0.766 0.019 2,544 0.031 0,019 0.09 0,09 55 2259
71 700 0,0072 0.0310 2.805 0.787 0.Q19 2,574 0,031 0.019 0,09 0.09 55 2315
72 710 0,0072 0.0310 2.636 0.806 0.019 2.605 ' 0,031 0.019 0.09 0,09 56 2370
73 720 0,0072 0.0310 2,867 0,625 0.019 2,636 I 0,031 0.019 0.09 O.Og 56 2426
74 730 0.0072 0.0310 2,896 0,844 0.019 2.667 I 0.031 0.019 0.09 0.09 56 2483
75 740 0,0072 0.0310 2,929 0,864 0,019 2,698 I 0.031 0.019 0,09 0,09 57 2539
76 750 0.0072 0.0310 2.960 0.883 0.019 2.729 I 0.031 0,019 0.10 0,09 57 2596
77 760 0,0072 0,0310 2,991 0.903 0,020 2.759 I 0.031 0.020 0.10 0,10 57 2654
78 770 0.0057 0.0245 3.016 0.916 0.016 2.784 I 0,024 0.Q16 0.08 0.09 46 2700
79 780 0.0057 0.0245 3,040 0,934 0,016 2.808 0,024 0.016 0,08 0,08 46 2746
80 790 0.0057 0.0245 3,065 0.949 0,016 2.833 0,024 0,016 0.08 0.08 46 2792
81 800 0.0057 0.0245 3.089 0.965 0.016 2.857 0,024 0.Q16 0,08 0,08 46 2838
82 810 0.0057 0,0245 3.114 0,981 0.016 2.881 0.024 0.016 0,08 0.08 47 2885
83 820 0.0057 0.0245 3.138 0.997 0.016 2.906 0.024 0.016 0,08 0.08 47 2932
84 830 0.0057 0,0245 3.163 1,013 0.016 2,930 0.024 0.Q16 0.08 0.08 47 2979
I Pervious Area Impervious Area
Time Rainfall Rainfall in Accumul.l Accumul. Incremental Accumul. Incremental Total Instant Design Runoff Yolume Total Runoff
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrete in Increment Yolume
min. fraction inches inches inches inches Inches inches inches cfs cfs cU.fl. cU.fl,
85 840 0.0057 0,0245 3.187 1.029 0.016 2.955 0.024 0.016 0,08 0.08 47 3026
86 850 0.0057 0,0245 3.212 1.045 0.016 2,979 0.024 0,016 0,08 0,08 47 3073
87 860 0.0057 0,0245 3.236 1,061 0.016 3.004 0.024 0,016 0,08 0.08 48 3121
88 870 0.0057 0.0245 3.261 1,078 0.016 3.028 0.024 0,016 0.08 0,08 48 3169
89 880 0,0057 0.0245 3.285 1,094 0.016 3.052 0.024 0.016 0.08 0.08 48 3217
90 890 0.0050 0.0215 3.307 1.108 0,014 3,074 0.021 0.014 0.07 0,08 42 3259
91 900 0,0050 0,0215 3.328 1.123 0,014 3.095 0,021 0,014 0,07 0.07 42 3302
92 910 0.0050 0,0215 3.350 1,137 0.014 3.117 0.021 0,014 0,07 0,07 43 3344
93 920 0.0050 0,0215 3,371 1,152 0,015 3,138 0.021 0.015 0.07 0.07 43 3387
94 930 0.0050 0.0215 3.393 1.166 0.015 3.160 0,021 0.015 0.07 0.Q7 43 3430
. 95 940 0.0050 0.0215 3.414 1.181 0.015 3.181 0,021 0,015 0.07 0.07 43 3473
96 950 0,0050 0,0215 3.436 1.196 0.Q15 3.202 0.021 0,015 0.07 0.07 43 3516
I 97 960 0,0050 0.0215 3.457 1.210 0.015 3,224 0.021 0.Q15 0.07 0.Q7 43 3559
I 98 970 0.0050 0,0215 3.479 1.225 0.015 3.245 0.021 0.Q15 0,07 0.07 43 3603
I 99 980 0.0050 0.0215 3,500 1.240 0.015 3.267 0.021 0.015 0.07 0.Q7 44 3646
I 100 990 0.0050 0.0215 3.522 1,255 0.015 3,288 0,021 0.015 0.07 0,07 44 3690
I 101 1000 0,0050 0.0215 3,543 1.270 0.015 3.310 0.021 0.015 0.07 0.07 44 3734
I 102 1010 0.0040 0.0172 3.560 1,282 0.012 3,327 0.017 0.012 0.06 0.07 35 3769
I 103 1020 0.0040 0.0172 3.578 1.294 0.012 3,344 0.017 0,012 0.06 0.06 35 3804
I 104 1030 0.0040 0.0172 3,595 1.306 0,012 3,361 0,017 0.012 0,06 0.06 35 3839
I 105 1040 0.0040 0.0172 3,612 1.318 0.012 3,378 0.017 0.012 0.06 0.06 35 3875
I 106 1050 0.0040 0.0172 3.629 1.330 0.012 3.395 0.017 0,012 0.06 0.06 35 3910
I 107 1060 0.0040 0,0172 3.646 1.342 0.012 3.412 0.017 0.012 0.06 0,06 36 3946
I 108 1070 0.0040 0,0172 3.864 1,354 0.012 3.430 0.017 0.012 0.06 0.06 36 3981
I 109 1080 0,0040 0,0172 3,681 1.366 0.012 3.447 0.017 0.012 0,06 0.06 36 4017
I 110 1090 0.0040 0.0172 3.698 1,378 0.012 3.464 0.017 0,012 0.06 0.06 36 4053 1
~. 111 1100 0,0040 0,0172 3.715 1,391 0.012 3.481 0,017 0.012 0,06 0.06 36 4089
112 1110 0,0040 0.0172 3.732 1.403 0,012 3.498 0,017 0.012 0.06 0,06 36 4125 1
113 1120 0.0040 0.0172 3,750 1.415 0.012 3.515 0.017 0,012 0,06 0.06 36 4161
114 1130 0.0040 0.0172 3.767 1.427 0.012 3,532 0.017 0.012 0.06 0.06 36 4197
115 1140 0.0040 0.0172 3.784 1.440 0.012 3,550 0,017 0.012 0,06 0.06 36 4233
116 1150 0,0040 0.0172 3,801 1.452 0,012 3.567 0,017 0.012 0,06 0.06 36 4269
117 1180 0.0040 0.0172 3.818 1.464 0,012 3.584 0,017 0.012 0.06 0.06 36 4306
118 1170 0.0040 0.0172 3,836 1.477 0.012 3,601 0.017 0.012 0.06 0.06 36 4342
119 1180 0,0040 0.0172 3,853 1.489 0.012 3.618 0.017 0.012 0,06 0,06 36 4379
120 1190 0,0040 0.0172 3,870 1.502 0.012 3.635 0.017 0.012 0.06 0.08 37 4415
121 1200 0.0040 0.0172 3.887 1.514 0.012 3.653 0.017 0.012 0.06 0.06 37 4452
122 1210 0,0040 0.0172 3.904 1.527 0.012 3.670 0.017 0,012 0.06 0,06 37 4488
123 1220 0.0040 0.0172 3.922 1.539 0.013 3.687 0.017 0.013 0.06 0.06 37 4525
124 1230 0.0040 0.0172 3.939 1.552 0.013 3.704 0,017 0.013 0,06 0.06 37 4562
125 1240 0.0040 0.0172 3,956 1.564 0.013 3.721 0.017 0,013 0.06 0.06 37 4599
126 1250 0.0040 0.0172 3.973 1.577 0.013 3,738 0.017 0.013 0.06 0.06 37 4636
,"
I Pervious Area Impervious Area
Time Rainfall Rainfall in Accumul. Accumul. Incremental Accumul. Incremental Total Instant Design Runoff Volume Totai Runoff I
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Fiowrate Flowrate In Increment Yolume
min. fraction inches inches inches inches inches inches inches cfs cfs cu.ft. cu.fl.
127 1260 0.0040 0.0172 3.990 1,589 0.013 3,756 0,017 0,013 0.06 0.06 37 4673
128 1270 0.0040 0.0172 4,008 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 3.807 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 4822
I 132 1310 0.0040 0.0172 4,076 1.653 0,013 3,841 0,017 0.013 0,06 0.06 37 4859
I 133 1320 0,0040 0,0172 4,094 1.665 0.013 3.858 0.017 0.013 0,06 0.06 37 4897
I 134 1330 0.0040 0,0172 4.111 1,678 0.013 3,876 0.017 0,013 0.06 0.08 38 4934
I 135 1340 0.0040 0.0172 4,128 1.691 0,013 3,893 0,017 0.013 0.06 0,06 38 4972
I 136 1350 0.0040 0.0172 4.145 1.704 0,013 3,910 0,017 0.013 0,06 0.06 38 5009
. 137 1360 0,0040 0,0172 4,162 1,716 0.013 3,927 0.017 0,013 0.06 0.06 38 5047
138 1370 0,0040 0,0172 4,180 1,729 0.013 3,944 0,017 0.013 0.06 0,06 38 5085
I 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 38 5275
144 1430 0.0040 0.0172 4,283 1.807 0,013 4047 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 0,08 38 5351
.
Design Hydrograph
0.4 I I
.,
I J
I i
I I 1
<
0.35 I ;
II I , J
. .!
I ~
0.3 "
:1 I ;
1
j
...... , !
J!! I ,
I ,
\.l 0.25 ,
- I 1
J!! , i
I j
~ I i
0.2 I 1
I "
j
u: I ...j
C , I
01 I
'Cij 0.15 I I
III I , I
0 , \! I
I _\ I : I
'I , I
0.1 I I I ,
. I I I :~: J
, I
H I I 1"-- , I
i--I I I 1\-,1 I
0.05 f I II I
I I , I
I I I
/ I I I I
/ I
0 y
0 200 400 600 800 1000 1200 1400 1600
Time (min)
'. ..j.
".'
.
.
APPENDIX C
Water Quality Storm Calculations
, ,
Including:.' .' .' ,.
. Tiine,of8oncentration;,...
..... ~anta.&arbar~LTrbanflYdfogi-aRh.
, .' Swale Floweharacteristics '
. p,:..
. ..
,','
, ,'",
,", . . ,~,' .'. '.
.;
.
.
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/fl.
T = 0,007(0.011*64)"8 =72sec
t (3.3)"5(0,008)04
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 122 feet on the Pa'ii.ng, Gcading
and Drainage Plan.
122
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,
Drainalle Areas . '
The only area draining to the swale is the concrete parking and driving areas which are
, ,
ImpervIOUS,
Rainfall DeDth
Based on the isopluvial maps for Oregon, the 2 year, 24 hour rainfall is 3,3 inches, However,
ODOT requires that 1/3 oftrus value be used since the site is west of the Cascade Range, but no
more than 1 inch. Since 1/3 oD.3 inches is 1.1 inches, I inch is the rainfall depth for the water
quality storm.
...
.)"
.
.
Curve Number
Based on Table 2-2a of the TR-55 Manual a Curve Number of98 applies to the impervious
areas,
Manninl!'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,
.'.
.
.
.,
,
Known:
Pervious
Area =
Imoervious
% Imperv. =
Area =
acres
100
acres
Site
Area = 0.25 acres
Answer:
w = 0.3333
Maximum Design Flowrate =
Tp =
Total Runoff Volume =
Total Rain =
0.05
480
718
CN =
CN =
\
cIs
min,
cU.ft.
Storage =
Storage =
in.
Time Incr. =
3.51
cu, ft.
0.20 cu, ft,
10
min,
0.2S =
0.28 =
To =
0,70 cu, ft.
0.04 cu. ft.
min.
." '-., .'.
Pervious Area I Impervious Area
Time Rainfall Rainfall in I 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.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
I 128 1270 0,0040 0.0040 0.932 0.014 0.000 0.725 0.004 0.004 0.D1 0.01 4 658
I 129 1280 0,0040 0.0040 0.936 0,015 0.000 0,729 0.004 0,004 0.01 0.01 4 662
I 130 1290 0.0040 0.0040 0,940 0,015 0.000 0.733 0,004 0,004 0.01 0.01 4 665
I 131 1300 0,0040 0.0040 0,944 0.016 0.000 0.737 0.004 0,004 0.01 0.01 4 669
I 132 1310 0.0040 0.0040 0.948 0.016 0.001 0.741 0,004 0.004 0.01 0.01 4 672
I 133 1320 0.0040 0.0040 O,952 0.017 0.001 0.744 0.004 0.004 0,01 0.01 4 678
I 134 1330 0,0040 0.0040 0.956 0,017 0,001 0.748 0.004 0,004 0,01 0,01 4 679
I 135 1340 0.0040 0.0040 0.960 0.018 0.001 0,752 0.004 0.004 0.01 0.01 4 683
I 136 1350 0,0040 0.0040 0.964 0.D18 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
I 139 1380 0.0040 0.0040 0,976 0.020 0,001 0,768 0.004 0.004 0,01 0,01 4 697
I 140 1390 0,0040 0.0040 0.980 0.020 0,001 0.772 0,004 0.004 0,01 0,01 4 700
I 141 1400 0,0040 0,0040 0,984 0.021 0.001 0.775 0,004 0,004 0.01 0,01 4 704
I 142 1410 0.0040 0.0040 0.988 0.021 0.001 0.779 0.004 0,004 0.01 0,01 4 707
I 143 1420 0.0040 0.0040 0,992 0,022 0.001 0,783 0.004 0,004 0.01 0,01 4 711
I 144 1430 0.0040 0.0040 0.996 0,023 0.001 0,787 0.004 0,004 0.01 0,01 4 714
I 145 1440 0,0040 0.0040 1.000 0,023 0.001 0,791 0.004 0.004 0.01 0.01 4 718
.
" -... -
Pervious Area Impervious Area
Time Rainfall Rainfall in I Accumul. Accumul. Incremental Accumul. Incremental Total Instant Design I Runoff Yolume Total Runoff
Increment Time Distribution Increment Ralnfail Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate in Increment Volume
mln, fraction inches f inches inches Inches inches inches inches cfs cfs cU.fl. 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
86 850 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 I 0.01 4 516
91 900 0,0050 . 0.0050 0.774 0.001 0,000 0.574 0.005 0,005 0.01 I 0,01 4 520
I 92 910 0.0050 0,0050 0,779 0,002 0,000 0.578 0.005 0,005 0,01 I 0.01 4 525
I 93 920 0,0050 0.0050 0.784 0,002 0.000 0.583 0.005 0.005 0,01 I 0.01 4 529
I 94 930 0,0050 0,0050 0,789 0,002 0.000 0,588 0,005 0.005 0.01 I 0.01 4 533
. 95 940 0,0050 0.0050 0,794 0,002 0.000 0.593 0.005 0,005 0.01 I 0,01 4 538
96 950 0.0050 0,0050 0.799 0.003 0,000 0.597 0.005 0.005 001 I 0,01 4 542
I 97 960 0,0050 0.0050 0.804 0,003 0.000 0.602 0.005 0.005 0,01 ,i 0,01 4 546
I 98 970 0.0050 0.0050 0.809 0,003 0,000 0.607 0.005 0.005 0.01 I 0,01 4 551
I 99 980 0,0050 0.0050 0,814 0.003 0.000 0.612 0.005 0.005 0,01 I 0,01 4 555
I 100 990 0,0050 0,0050 0.819 0.004 0.000 0.617 0.005 0.005 0.01 I 0.01 4 559
101 1000 0,0050 0,0050 0.824 0.004 0.000 0.621 0.005 0,005 0.01 I 0,01 4 564
I 102 1010 0.0040 0.0040 0,828 0,004 0.000 0,625 0,004 0.004 0.01 I 0,01 3 567
I 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 I 0.01 3 574
I 105 1040 0.0040 0,0040 0.840 0,005 0.000 0.637 0.004 0,004 0,01 I 0.01 3 578
I 106 1050 0,0040 0.0040 0.844 0.005 0.000 0.640 0.004 0.004 0.01 I 0.01 3 581
I 107 1060 0,0040 0,0040 0,848 0,006 0,000 0.644 0.004 0,004 0.01 I 0.01 3 585
I 108 1070 0.0040 0.0040 0.852 0,006 0.000 0.648 0.004 0.004 0.01 I 0.01 3 588
I 109 1080 0,0040 0,0040 0,856 0.008 0,000 0,652 0,004 0,004 0.01 I 0,01 3 592
I 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 O.OOg 0.000 I 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 I 0.690 0.004 0.004 0.01 0.01 3 627
120 1190 0,0040 0.0040 0.900 0.010 0.000 I 0.694 0,004 0.004 0.01 0.01 3 630
121 1200 0.0040 0.0040 0,904 0.011 0.000 'I 0.698 0.004 0.004 0,01 0,01 3 634
122 1210 0.0040 0.0040 0.908 0,011 0.000 I 0.702 0.004 0,004 0.01 0.01 3 637
123 1220 0.0040 0,0040 0,912 0,012 0.000 I 0,706 0.004 0,004 0,01 0.01 3 641
124 1230 0,0040 0,0040 0,916 0.012 0.000 I 0,710 0.004 0,004 0.01 0.01 3 644
125 1240 0,0040 0,0040 O,920 0.013 0,000 I 0,714 0.004 0.004 0.01 0,01 4 648
126 1250 0.0040 0.0040 0.924 0,013 0,000 I 0.717 0.004 0.004 0,01 0,01 4 651
, ~ ",
Pervious Area Impervious Area
Time Rainfall I Rainfall in Accumul. AccumUl.llncremental AC(;umul. Incremental Total Instant Design Runoff Volume I Total Runoff I
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate In Increment Yolume
min. fraction 1 inches inches inches inches inches inches Inches cfs cfs cu,ft. I cU.ft.
43 420 0.0134 1 0.0134 I 0,281 0.000 0,000 0.130 0.010 0,010 0,02 0.01 10 "I 118
44 430 0,0134 I 0,0134 I 0.294 0,000 0.000 0.141 0.011 0.011 0.02 0.02 10 1 128
45 440 0.0180 I 0.0180 1 0.312 0.000 0,000 0.155 0.015 0.015 0.Q2 0.02 13 I 141
46 450 0,0180 I 0,0180 I 0.330 0.000 I 0,000 0.170 0.015 0.015 0,02 0,02 13 I 154
I 47 460 0.0340 I 0.0340 1 0.364 0.000 I 0.000 0.198 0.029 0,029 0,04 0.03 26 I 180
I 48 470 0.0540 I 0.0540 I 0.418 0.000 1 0,000 0.245 0.047 0.047 0.07 0,05 42 1 222
I 49 480 0,0270 1 0,0270 I 0.445 0.000 I 0.000 0.269 0,024 0,024 0,04 I 0.05 22 I 244
I 50 490 0.0180 I 0.0180 I 0.463 0,000 1 0.000 0.285 0.016 0.016 0.02 I 0,04 15 I 259
I 51 500 0,0134 1 0.0134 I 0.477 0.000 I 0.000 0.297 0.012 0,012 0.02 I 0.03 11 1 270
I 52 510 0,0134 I 0.0134 1 0.490 0.000 I 0,000 0.309 0,012 0.012 0.02 I 0,02 11 I 280
. 53 520 0.0134 I 0,0134 I 0.504 0.000 I 0.000 0.321 0,012 0.012 0,02 I 0,02 11 I 291
54 530 0,0088 I 0.0088 I 0,512 0.000 I 0,000 0.329 0,008 0.008 0.01 I 0.02 7 I 299
55 540 0.0088 I 0,0088 I 0.521 0.000 1 0.000 0,337 0,008 0.008 0.01 I 0,01 7 I 306
56 550 0,0088 I 0,0088 I 0.530 0,000 I 0,000 0,345 0.008 0.008 0.01 I 0.01 7 I 313
57 560 0.0088 1 0.0088 1 0.539 0,000 I 0.000 0,353 0.008 0.008 0.01 I 0.01 7 I 321
58 570 0,0088 I 0.0088 I 0,548 0,000 I 0,000 0.361 0.008 0.008 0,01 I 0.01 7 I 328
59 580 0.0088 1 0,0088 I 0.556 0.000 I 0.000 0.369 0,008 0.008 0.01 I 0.01 7 I 335
60 590 0,0088 I 0.0088 I 0,565 0.000 I 0,000 0.377 0.008 0,008 0.01 I 0,01 7 I 343
61 600 0.0088 I 0,0088 I 0.574 0,000 I 0.000 0.386 0.008 0,008 0,01 I 0.01 7 I 350
I 62 610 0,0088 I 0.0088 I 0.583 0,000 1 0.000 0,394 0.008 0,008 0,01 I 0.01 7 1 357
I 63 620 0.0088 I 0.0088 I 0,592 0,000 I 0.000 0.402 0.008 0.008 0.01 I 0.01 7 I 365
I 64 630 0.0088 1 0.0088 1 0.600 0.000 I 0,000 0.410 0.008 0,008 0.01 I 0.01 7 I 372
I 65 640 0.0088 I 0,0088 I 0.609 0,000 I 0,000 0.418 0.008 0.008 0,01 I 0,01 7 I 380
I 66 650 0,0072 I 0.0072 I 0.616 0.000 I 0.000 0.425 0,007 0.007 0.01 I 0.01 6 I 386
I 67 660 0.0072 I 0.0072 I 0.624 0.000 I 0.000 0.432 0.007 0,007 0.01 I 0.01 6 I 392
i 68 670 0.0072 I 0.0072 I 0.631 0.000 I 0.000 0.438 0.007 0.007 0.01 0,01 6 I 398
I 69 680 0.0072 I 0,0072 I 0.638 0.000 I 0.000 0.445 0.007 0,007 0.01 0.01 6 404
. 70 690 0.0072 1 0.0072 I 0.645 0,000 I 0.000 0.452 0.007 0,007 0,01 0,01 6 410
71 700 0.0072 I 0.0072 I 0.652 0,000 I 0.000 0.459 0.007 0.007 0,01 0.01 6 416
72 710 0,0072 I 0.0072 I 0.660 0,000 I 0,000 0.465 0.007 0.007 0.01 0.01 6 422
73 720 0.0072 1 0,0072 1 0,667 0.000 I 0,000 0.472 0,007 0,007 001 0.01 6 428
74 730 0,0072 I 0.0072 I 0.674 0,000 I 0.000 0.479 0,007 0,007 0.01 0.01 6 435
75 740 0,0072 0.0072 0.681 0.000 I 0,000 0.486 0.007 0.007 0.01 0.01 6 441
76 750 0,0072 0,0072 0.688 0.000 1 0,000 0.492 0.007 0,007 0.01 0,01 6 447
77 760 0.0072 0.0072 0.696 0.000 I 0.000 0.499 0.007 0,007 0,01 0,01 6 453
78 770 0,0057 0,0057 0.701 0.000 1 0,000 0.505 0.005 0.005 0.01 0.01 5 458
79 780 0.0057 0.0057 0.707 0.000 I 0,000 0.510 0.005 0.005 0,01 0.01 5 463
80 790 0.0057 0,0057 0.713 0,000 I 0,000 0.515 0.005 0.005 0.01 0.01 5 468
81 800 0.0057 0.0057 0.718 0,000 I 0.000 0.521 0,005 0.005 0.01 0.01 5 473
I 82 810 0.0057 0,0057 0.724 0.000 I 0.000 0.526 0.005 0.005 0.D1 0.01 5 477
, I 83 820 0.0057 0.0057 0.730 0,000 I 0.000 0.532 0.005 0.005 0,01 0.01 5 482
I 84 830 0.0057 0.0057 0.736 0,000 0,000 0,537 0.005 0.005 0.01 0,01 5 487
.' - c:....-.
I Pervious Area Impervious Area I
I Time I Rainfall Rainfall in Accumul. Accumul. Incremental Accumul. Incremental Total Instant Design Runoff Volume Total Runoff I
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate in Increment Volume
, min. fraction incheS- inches inches inches inches inches Inches cfs cfs cU.ft. cu,ft. I
I 1 0 0 0 0 0 0 0 0 0 0 0 0 0
I 2 10 0.0040 0.0040 0,004 0.000 0.000 0.000 0.000 0.000 0.00 0,00 0 0
I 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
I 8 70 0,0040 0,0040 0.028 0,000 0.000 0.000 0.000 0.000 0.00 0.00 0 0
I 9 80 0,0040 0.0040 0.032 0,000 0.000 0,000 0.000 0.000 0.00 0.00 0 0
I 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
I 13 120 0,0050 0.0050 0.050 0,000 0.000 0.000 0,000 0,000 0.00 0,00 0 0
I 14 130 0,0050 0,0050 0,055 I 0.000 0,000 0.001 0.001 0,001 0,00 0.00 0 1
15 140 0.0050 0.0050 0.080 I 0.000 0.000 0.002 0.001 0.001 0.00 0.00 1 1
16 150 0,0050 0.0050 0.065 I 0.000 0,000 0,003 0.001 0.001 0.00 0,00 1 2
17 160 0.0050 0.0050 0.070 I 0,000 0.000 0,004 0.001 0.001 0.00 0.00 1 3
I 18 170 0.0060 0.0060 0.D76 I 0.000 0,000 0.005 0,002 0.002 0.00 0.00 1 5
I 19 180 0,0060 0.0060 0,082 I 0.000 0,000 0,007 0.002 0,002 0,00 0.00 2 6
I 20 190 0,0060 0,0060 0,088 I 0.000 0.000 0.009 0.002 0,002 0.00 0.00 2 8
I 21 200 0,0060 0.0060 0.094 I 0.000 0,000 0.011 0,002 0.002 0.00 0.00 2 10
I 22 210 0.0060 0.0060 0.100 I 0.000 0.000 0,013 0:002 0.002 0.00 0.00 2 12
I 23 220 0.0060 0,0060 0.106 I 0.000 0.000 0.016 0.002 0.002 I 0,00 0.00 2 14
I 24 230 0.0070 0,0070 0.113 I 0.000 0.000 0.019 0.003 0.003 I 0,00 0.00 3 17
I 25 240 0,0070 0.0070 0,120 I 0.000 0.000 0.022 0.003 0.003 I 0,00 0.00 3 20
I 26 250 0.0070 0,0070 0.127 I 0.000 0.000 0.026 0.003 0.003 I 0,01 0.00 3 23
. 27 260 0.0070 0.0070 0.134 I 0.000 0,000 0.029 0.004 0,004 I 0.01 0.01 3 27
28 270 0.0070 0.0070 0,141 I 0.000 0,000 0,033 0.004 0,004 I 0.01 0.01 3 30
29 280 0.0070 0.0070 0,148 I 0,000 0,000 0.037 0,004 0.004 I 0,01 0.01 4 33
30 290 0.0082 0,0082 0.156 0.000 0.000 0,042 0,005 0.005 I 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 o 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 0.216 0,000 0.000 0,081 0,007 0,007 0,01 0,01 6 74
38 370 0.0095 0,0095 0.226 0.000 I 0,000 0,088 0,007 0,007 0.01 0.01 6 80
39 380 0.0095 0.0095 0,235 0.000' I 0.000 0.095 0.007 0.007 0,01 0,01 6 86
40 390 0,0095 O,O095 0.245 0,000 0.000 0.102 0.007 0,007 0.01 0.01 6 92
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
o
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Trapezl'-rdal Channel Analysis & Des1gn
Open Channel - Uniform flow
Worksheet Name: water quality swale
Comment:
Solve For Depth
Given Input Data:
Bottom Width.....
Left Side Slope..
Right Side Slope.
Manning's n......
Channel Slope....
Discharge........
Computed Results:
Depth. . . . . . . . . . . .
Veloci ty. . . . . . . . .
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
0.0050 ft/ft
0.05 cfs
0.13 ft
0.10 fps
0.50 sf
4.46 ft
4.49 ft
0.02 ft
3.1228 ft/ft
0.05 (flow is Subcritical)
Open Channel Flow Module, Version 3.42 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
.
APPENDIX D
10 Year Storm Calculations
, Including:.. .
'. 'ComputetMbdelPriiltout .
.
.
.
XP-UOD2000
Version 7.55
Cllpyrlght(c)XPSoflwar8
Outlet
AreaOrain
f"
~1
BrandtMDrury
10.Year Storm
Licenced To: Branch Engineering [66-750-0285)
Pond
~r'
Outflow
.~ Juction
Roof2
Roof1
PZ
f1
08/03/04
Page 1/1
" ,
Input File: C:\SWMM Files\03-109\On-,XP
Current Di~ectory: C:\XPS\XP-UDD-l
Executable Name: C:\XPS\XP-UDD-l\swmmengw.exe
Read 0 line(s) and found 0 items(s) from your efg file.
*~==============================================*
.
I XP-SWMM2000
I Storm Water Management Model
I Version 7.51 I
1..................................=....===..===1
I Developed by I
1================='=============================1
I I
I XP Software Ioc. and Pty. Ltd. I
1 I
I Based on the U. S. EPA ,
I Storm Water Management Model Version 4.40 I
I 1
I Originally Developed by I
I Meteal f & Eddy lIne. I
I Uni versi ty of Florida I
I Camp Dresser & McKee Ioc. I
I September 1970 I
I I
I EPA-SWMM is maintained by I
I Oregon State University I
I Camp Dresser & McKee Inc. I
1'==============================================1
I XP Software October, 2000 I
I Data File Version ---> 9.0 I
*===============================================*
Brandt-Drury
Proposed Conditions lO-Year Storm
######################################
# 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 "n"
Imperv ft/ft Imprv
Channel
or inlet
Width
ft
Area
ac
-----~ -----
-~---- -----
1 Roofl#l
2 Roof2#1
Roofl
Roof2
20.000
20.000
Deprs Deprs Prcnt
-sian -sian Zero
"n" Storge Strge Deten
Perv Imprv perv -tion
,79000E-01100.00 0.020 0,014 0,030 0,000 0.000
.50000E-01100,OO 0.020 0,014 0.030 0.000 0.000
===== ===== =====
0.00
0.00
,
3 Pond#l Pond
4 AreaDrain#l AreaDrain
40,000
75.000
.25000
,17000
100.00 0.020 0.014 0.030 0.000 0.000 0.00
0.40 0,020 0,014 0.030 0,000 0.000 0,00
*************************************************************************#******************
# Table R2. SUBCATCHMENT DATA #
# Infiltration Data #
.
* Infiltration Type Infl *1 InU *2 Infl n IntI #4 *
* SCS -> Camp eN Time Cone Shape Factor Depth or Fraction *
* SBUH -> Camp eN Time Cone N/A N/A *
* Green Arnpt -> Suction Hydr Cood Initial MD N/A *
* Horton -> Max Rate Min Rate Decay Rate (l/secl N/A *
* Proportional -> Constant N/A N/A N/A *
* Initial/Cont Loss -> Initial Continuing N/A N/A *
* Initial/Proportional-> Initial Constant N/A N/A *
* Laurenson Paramters -> B Value Pervious "n" Impervious Cont Exponent *
********************************************************************************************
Subcatchment InU InU InU InU
Number Name * 1 * 2 * 3 * 4
---------------
---------------
1 Roof1#l 98,0 0.167 0.000 0.200
2 RaefZ#-! 98.0 0.167 0.000 0.200
3 Pond#l 98.0 0.167 0.000 0,200
4 fl.reaDrain#l 74.1 0.167 0.000 0.200
***************#*******************************#************
# Table R3. SUBCATCHMENT DP..TA #
# Rainfall and Infiltration Database Names #
**********************#***#*#*********#*#******#*i**********
Subcatchment Gage Infl trn Routing Rainfall Database Infiltration Database
Number Name No Type Type Name Name
=============== =========== ----------------- ----------------
----------------- ----------------
1 Roofl#l 1 ses Method SBUH ses Type lA ses TYPE e - Horton
2 Roof2#l 1 ses Method SBUH ses Type 1A ses TYPE C - Horton
. 3 Pond#l 1 ses Method SBUH SCS Type 1A ses TYPE e - Horton
4 AreaDrain#l 1 ses Method SBUH SCS Type 1A ses TYPE e - Horton
************i#*******#************#****#**********
# 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.
Subcatchment.......... .
Area (acres)...........
Percent Impervious.
Total Rainfall (in)....
Max Intensity {in/hrl..
Roofl#l
0.07900
100.00000
4.30000
1,39320
Roof2#1
0,05000
100,00000
4,30000
1. 39320
Pond#l
0.25000
100.00000
4.30000
1,39320
AreaDrain#l
0,17000
0.40000
4.30000
1.39320
;
Pervious Area
Total Runoff Depth (in) 0.00000 0.00000 0.00000 L 80613
Total Losses (in) . . . . . . 0.00000 0.00000 0.00000 2.48662
Remaining Depth (in).. . 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cfs) . 0.00000 0.00000 0.00000 0.07317
Total Impervious Area
Total Runoff Depth (in) 4,04593 4.04593 4.04593 0.00725
Peak Runoff Rate (cfs) . 0,08901 0,05633 0.28167 0.00029
Impervious Area with depression storage
Total Runoff Depth (in) 0.00000 0.00000 0,00000 0.00000
Peak Runoff Rate (cts) . 0.00000 0,00000 0.00000 0.00000
Impervious Area without depression storage
Total Runoff Depth (in) 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cfs) . 0.00000 0,00000 0.00000 0.00000
Total Area
. Total Runoff Depth (in) 4.04593 4.04593 4.04593 L 81338
Peak Runoff Rate (cfs) . 0.08901 0.05633 0.28167 0.07346
Unit Runoff (in/hr)... . 1.12669 1.12669 1.12669 0.43212
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
Brandt-Drury
lO-Year Storm
Pond
*==================================================*
Table El - Conduit Data
*==================================================*
Trapezoid
lnp Conduit Length Conduit Area Manning Max Width Depth Side
. Num Name 1ft) Class I ft^21 Coef. 1ft) 1ft) Slopes
------- ------- -------- ------- ------- --------- -------
1 Pl 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
~===================================================*
lnp 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 7.0000 4.8600 4.1900 0,0000 0.0000
3 Roafl 8.0000 6.1900 5.6900 0.0000 0.0010
4 Raaf2 8.2000 5,2200 4.7200 0,0000 0.0010
5 Outlet 8.1900 3,4600 1.6300 O.ODOO 0,0000
6 AreaDrain 6.5000 3.5200 2.6900 0,0000 0.0010
*~~=================================================*
Table E4 - Conduit Connectivity
*===================================================*
.
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
-------- -~------- ---------- --------- ---------
-------- --------- ---------- --------- ---------
1 P1 Roofl RaafZ 5,690 4.720 No Design
2 P2 RaafZ 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
*==========================================*
STORAGE JUNCTION JUNCTION
NUMBER OR NAME TYPE
MAXIMUM OR
CONSTANT SURFACE
AREA (FT2)
Pond Stage/Area
1219,6800
PEAK OR CROWN DEPTH
CONSTANT VOLUME ELEVATION STARTS
(CUBIC FEET) 1FT) FROM
------------ --------- -----------
1051.5573 7.0000 Node Invert
*=====================~============*
Variable storage data for node IPond
*==================================*
c.
Data Elevation Depth Area Volume
Point ft ft ft"2 ft"3
---------
---------
1 4.1900 0,0000 4.3560 0.0000
2 5.5600 1. 3700 4 . 3560 5.9677
3 6.0600 1.8700 740.5200 139,5796
4 7.0000 2.8100 1219.6800 1051.5573
*==========================================*
Orifice Data
*==========================================*
From
Junction
To
Junction
Type
Area
(ft21
Depth
Iftl
0.00
Discharge Height Above
Coefficient Junction (ft)
Pond
Juction
Circ Side
0.04
0.620
0,000
====> EQUIVALENT PIPE INFORMATION FOR ORIFICE 1
CONDUIT NAME......... _................. ORF # 1
.
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
*~===============================================*
FREE OUTFALL DATA (DATA GROUP II)
BOUNDARY CONDITION ON DATA GROUP Jl
*================================================*
.
Outfall at Junction... .Outlet
has boundary condition number...
*===================================================*
Boundary Condition Information
Data Groups JI-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
.
o 10 0
o 20 0
o 30 0
o 40 0
o 50 0
100
1 10 0
1 20 0
1 30 0
1 40 0
1 50 0
2 0 0
2 10 0
2 20 0
2 30 0
2 40 0
2 50 0
3 0 0
--------- --------- --------- --------- ---------
Volume
4.1905
4.1909
4.1931
4,2237
4.2616
4.2878
4.3028
4,3135
4.3217
4.3281
4.3416
4.3529
4,3595
4.3641
4,3677
4.3706
4.3832
4.3908
0,0005
0.0009
0.0031
0.0337
0.0716
0.0978
0.1128
0,1235
0.1317
0.1381
0.1516
O. 1629
0.1695
0.1741
0.1777
0.1806
0.1932
0.2008
45.8983
45.8983
45.8983
64.1354
88.9987
98.5124
101.4724
102.8603
103.4297
103.6417
103.3927
102.4262
101.4744
100.6699
99.9212
99.3213
95.6382
92.6234
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
0.0022
0,0038
0.0097
0.1451
0.3102
0.4254
0.4908
0.5375
0.5733
0.6016
0.6597
0.7093
0.7380
0.7581
0.7740
0.7866
0.8413
0.8746
3.13 feet.
Inflow
0,0000
0.0000
0,0005
0.0029
0.0074
0.0117
0.0152
0.0181
0,0205
0.0226
0.0277
0.0316
0.0340
0,0358
0,0373
0.0385
0.0438
0.0473
1
Outflow
0.0000
0.0000
0,0000
0,0006
0,0043
0.0098
0.0139
0.0171
0.0198
0.0220
0.0261
0.0307
0.0335
0.0354
0.0370
0.0382
0.0424
0.0469
,
3 10 0 4.3905 0.2005 92,6777 4,3560 0.8734 0.0491 0.0487
3 20 0 4,3949 0.2049 90.6527 4.3560 0,8922 0.0503 0.0500
3 30 0 4.3978 0.2078 89.2098 4.3560 0.9053 0.0512 0,0510
3 40 0 4.4008 0.2108 87.3207 4.3560 0.9181 0.0519 0.0517
3 50 0 4.4243 0.2343 82.1534 4.3560 1. 0192 0.0573 0,0536
4 0 0 4.4444 0.2544 76.6452 4.3560 1.1080 0.0605 0,0597
4 10 0 4.4527 0.2627 73.1180 4.3560 L 1442 o . 0621 0.0615
4 20 0 4.4590 0.2690 69,9449 4.3560 1.1718 0_ 0629 0.0625
4 30 0 4.4651 0.2751 66.5726 4.3560 1.1984 0.0635 0.0631
4 40 0 4.4737 0,2837 61. 8695 4,3560 1. 2354 0.0640 0.0634
4 50 0 4.5035 0.3135 54.5875 4,3560 1. 3644 0.0704 0.0682
5 0 0 4.5283 0.3383 50.5189 4.3560 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 0.6445 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 o . 2 651
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 o . 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
,
12 10 0 4.5120 0.3220 27.7667 4.3560 1. 4027 0.0706 0.0706
12 20 0 4.5120 0.3220 27.7621 4,3560 1. 4028 0.0707 0.0706
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 0.0627 0.0655
13 0 0 4.4422 0.2522 40.7942 4.3560 1.0990 0,0584 0.0603
13 10 0 4.4323 0.2423 80.3749 4.3560 1.0555 0.0569 0.0572
13 20 0 4.4298 0,2398 80.9547 4.3560 1. 0446 0.0563 0.0564
13 30 0 4.4289 0.2389 81.1471 4,3560 1.0406 0.0561 0.0561
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 4.3560 1.0387 0.0560 0.0560
14 0 0 4.4284 0.2384 81. 2437 4.3560 1. 0386 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 40 0 4.4284 0.2384 81.2404 4,3560 1. 038 6 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. 53 66 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 0.20'16 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 98.5754 4.3560 0.7989 0,0395 0.0396
17 30 0 4.3730 0.1830 98.6703 4.3560 0.7973 0.0394 0.0394
17 40 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 0.7965 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 4.3729 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 4.3729 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
o . 7967
o . 7967
0.7967
0.7967
o . 7967
0.7967
0.7967
o . 7967
*==~===================================================*
Table E9 - JUNCTION SUMMARY STATISTICS I
1 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
Roof!
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
5.9741
4.3831
6.0016
5.9911
3.1300
3.1351
Time
of
Occurence
Hr. Min.
8
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
*======================================================*
Table E10 - CONDUIT SUMMARY STATISTICS
Note: The peak flow may be less than the design flow
and the conduit may still surcharge because of the
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
Maximum
Junction
Area
ft^2
614.0060
12.5660
12.5660
12.5660
12.5660
12.5660
Conduit Maximum Time Maximum Time Ratio 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) (ft/s) (in) (cts) Hr. Min. Ift/sl Hr. Min. Flow Iftl Iftl
------- -------- -------- ------- ----------- ------- ---------- ------- -------- --------
.
.
,
PI 0.5640 2.8725 6.0000 0.0950 7 40 1. 1688 6 57 0._1684 6.0016 5,9911
P2 0,5028 2.5608 6.0000 0,1389 8 39 0,7026 8 39 0.2762 5.9911 5,9741
p3 1.464 4.1515 8.0400 0.2653 8 7 1.6786 8 8 0.1813 4.3831 3.1351
P4 1.371 2.5339 9,9600 0.3271 7 52 1. 0361 7 52 0.2386 3.1351 3.1300
ORF # 1 0,0945 0,4976 2.7081 0,2653 8 7 6,6292 8 7 2.8061 5.9741 4.3831
FREE :/I: 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
*==============================================================*
Starting Date... August 3, 2004 Time... 8:39:52:93
Ending Date... August 3, 2004 Time... 8: 39: 58: 51
Elapsed Time... 0.09300 minutes or 5.58000 seconds
*~~~~~~~=========================~=========================~===*
.
APPENDIX E
25 Year Storm Calculations
Including:
Computer Model Printout
.
,-
Input File: C:\SWMM Files\03-109\On-.XP
Current Directory: C:\XPS\XP-UDD-l
Executable Name:' C: \XPS\XP-UDD-l \swnunengw. exe
Read 0 liners) and found 0 items (5) from your efg file.
*===============================================*
.
XP-SWMM2000
Storm Water Management Model
I Version 7.51 I
looooooo~~oooo~~~....~~~~..o.....o~.....~.......1
I Developed by I
1.~~.........~~..........oo~....o.~.........~...1
I I
I XP Software Inc. 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
I Originally Developed by I
I Metcalf & Eddy I Ioc. I
I Uni versi ty of Florida I
I Camp Dresser & McKee Ioc. I
I September 1970 I
I I
I EPA-SWMM is maintained by I
I Oregon State University I
I Camp Dresser & McKee Inc. I
1....o......o~......~......~.....~~....o~...o...1
I XP Software . October, 2000 I
I Data File Version ---> 9.0 I
*===============================================r
Brandt-Drury
Proposed Conditions 25-Year Storm
.
************##********#***************
# Rainfall input summary from Runoff *
*#********#*****#**********#**#*#*#***
Total rainfall for gage #
1 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
-sian -sian Zero
Subcatchment Channel width Area cent Slope "n" "n" Storge Strge Deten
Number Name or inlet ft ac Imperv ftfft Imprv Perv Imprv Perv -tion
--------------- ======"'= ------ ----- ----- ----- -----
---------------
1 Roof1#! Roofl 20.000 .79000E-OIlOO.00 0,020 0.014 0.030 0,000 0.000 0,00
2 Roof2#1 Roof2 20,000 .50000E-OIlOO.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
##########################################################i#################################
# Table R2. SOBCATCHMENT DATA #
# Infiltration Data #
.
# Infiltration Type Infl #l Infl #2 Infl #3 Infl #4 #
# ses -> Comp eN Time Cone Shape Factor Depth or Fraction #
# SEUR -> Comp CN Time Cone NfA NfA #
# Green Arnpt -> Suction Hydr Cond Initial MD NfA #
# Horton -> Max Rate Min Rate Decay Rate (l/sec) NfA #
# Proportional -> Constant NfA NfA NfA #
# Initial/Cont Loss -> Initial Continuing NfA NfA #
# Initial/Proportional-> Initial Constant NfA NfA #
# Laurenson Paramters -> B Value Pervious "n" Impervious Cant Exponent #
#i#############!!##!!!!#!!#!!####!##!#!!####!#####!.########################################
Subcatchment Infl Infl Infl Infl
Number Name # 1 # 2 # 3 # 4
---------------
---------------
1 Roofl#1 98.0 0.167 0.000 0,200
2 Raof2#1 98.0 0.167 0.000 0,200
3 Pond#1 98,0 0.167 0.000 0.200
4 AreaDrain#1 74.1 0.167 0.000 0.200
############################################################
# Table R3, SUBCATCHMENT DATA #
# Rainfall and Infiltration Database Names #
############################################################
. Subeatehment Gage Infl trn Routing Rainfall Database Infiltration Database
Number Name No Type Type Name Name
--------------- ----------- ----------------- ================
--------------- ----------- -----------------
1 Roaf1#! 1 ses Method SBUH ses Type lA SCS TYPE C - Horton
2 Roof2#l 1 SCS Method SBUH SCS Type lA SCS TYPE C - Horton
3 pond#l 1 SCS Method SBUH SCS Type lA SCS TYPE C - Horton
4 AreaDrain#1 1 SCS Method SBUH SCS Type lA SCS 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.
Subcatchment.......... . Raafl#l Raof2#-! Pond#l AreaDrain#1
Area (acres)... .... .... 0.07900 0.05000 0,25000 0.17000
Percent Impervious..... 100.00000 100.00000 100,00000 0,40000
Total Rainfall (in) .... 4.80000 4.80000 4.80000 4.80000
Max Intensity (inthr). . 1. 55520 1.55520 1.55520 1. 55520
Pervious Area
Total Runoff Depth (in) 0.00000 0.00000 0.00000 2.18900
Total Losses (in) . . . . . . 0.00000 0.00000 0.00000 2.60220
Remaining Depth (in) . . . 0.00000 0.00000 0,00000 0.00000
Peak Runoff Rate (cfs) . 0.00000 0.00000 0,00000 0.09238
Total Impervious Area
Total Runoff Depth (in) 4,54282 4.54282 4.54282 0.00879
Peak Runoff Rate (cfs) . 0.09960 0.06304 0.31518 0.00037
Impervious Area with depression storage
Total Runoff Depth (in) 0.00000 0,00000 0.00000 0.00000
. Peak Runoff Rate (cfs) . 0,00000 0,00000 0.00000 0.00000
Impervious Area without depression storage
Total Runoff Depth (in) 0,00000 0.00000 0.00000 0,00000
Peak Runoff Rate (cfs) . 0,00000 0,00000 0.00000 0,00000
Total Area
Total Runoff Depth (in) 4,54282 4.54282 4.54282 2.19780
Peak Runoff Rate (cfs) . 0.09960 0.06304 0.31518 0.09275
Unit Runoff (inthr).. . 1.26071 1. 26071 1.26071 0.54558
===> Runoff simulation ended normally.
#######################################################
# 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
*==================================================*
Trapezoid
lnp Conduit Length Conduit Area Manning Max Width Depth Side
Nurn Name (ft) Class Ift^21 Coef. I ft I Iftl 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
*================================:==================*
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 Roof! 8.0000 6.1900 5.6900 0.0000 0.0010
4 Raaf2 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 Downst'ream Upstream Downstream
Number Name Node Node Elevation Elevation
-------- --------- ---------- --------- ---------
-------- --------- ---------- --------- ---------
1 P1 Roofl Raaf2 5.690 4.720 No Design
2 P2 Raaf2 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)
Pond Stage/Area 1219.6800
PEAK OR CROWN DEPTH
CONSTANT VOLUME ELEVATION STARTS
(CUBIC FEET) IFTI FROM
--------------- --------~ -------~---
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
Type
Area
Ift21
Depth
Iftl
Discharge
Coefficient
Height Above
Junction (ft)
Pond
Juction
ci rc Side
0.04
0,00
====> EQUIVALENT PIPE INFORMATION FOR ORIFICE 1
CONDUIT NAME.. . . . . . . . . . . . . . . . . . . . . . . . .. ORF # 1
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
*~=========~=====================================*
.
FREE OUTFALL DATA (DATA GROUP III
BOUNDARY CONDITION ON DATA GROUP J1
Outfall at Junction... .Outlet
*================================================*
0.620
has boundary condition number...
*===================================================*
Boundary Condition Information
Data Groups JI-J4
*===================================================*
BC NUMBER..
1 Control water surface elevation is..
*=======================================================*
Tim e H ~ s tor y 0 f the H. G. L. ( feet) I
*=======================================================*
3.13 feet.
0.000
1
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
.
o 10 0
o 20 0
o 30 0
o 40 0
o 50 0
100
1 10 0
1 20 0
1 30 0
1 40 0
1 50 0
2 0 0
2 10 0
2 20 0
0.0005
0,0009
0,0081
0.0508
0.0899
0.1126
0,1265
0.1371
0.1450
0.1512
0.1659
0.1775
0.1841
0,1887
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
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
2 30 0 4.3822 0.1922 50.1467 4,3560 0.8371 0.0433 0.0430
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
3 0 0 4.4092 0.2192 43.8425 4.3560 0.9544 0.0544 0.0530
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
3 30 0 4.4371 0.2471 41.7163 4,3560 1. 0762 0.0585 0.0582
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 0,0625
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 0.4026 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 0 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 4.5647 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
11 40 0 4.5581 0.3681 26.4808 4.3560 1.6033 0.0790 0.0790
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
12 10 0 4,5578 0.3678 26.4944 4.3560 . 1. 6023 0.0789 0.0789
12 20 0 4.5579 O. 3679 26.4932 4.3560 1.6024 0,0789 0,0789
12 30 0 4.5579 o , 3679 26.4916 4.3560 1. 6025 0.0789 0.0789
12 40 0 4.5579 0.3679 26.4899 4,3560 1. 6026 0.0789 0.0789
12 50 0 4.5174 0.3274 27.5222 4.3560 1.4277 0.0701 0,0728
13 0 0 4.4865 0.2965 31. 6422 4.3560 1.2919 0,0653 0.0664
13 10 0 4,4751 0.2851 32.9352 4.3560 1. 2420 0,0635 0.0640
13 20 0 4,4702 0.2802 33.8371 4.3560 1.2209 0.0629 0.0633
13 30 0 4.4535 0.2735 35.9012 4.3560 1.1917 0.0627 0.0631
13 40 0 4.4597 0.2697 36.9634 4.3560 1. 1748 O. 0626 O. 0627
13 50 0 4.4587 0.2687 37,2317 4.3560 1. 1704 o ' 0625 o . 0626
. 14 0 0 4.4585 0.2685 37,2908 4.3560 1.1694 0.0625 0.0625
14 10 0 4.4584 o . 2684 37,3039 4,3560 1.1692 0.0625 0.0625
14 20 0 4.4584 o . 2684 37.3045 4,3560 1.1692 0.0625 0.0625
14 30 0 4.4584 0.2684 37.3011 4,3560 1.1692 0,0625 0.0625
14 40 0 4.4584 0.2684 37.2962 4.3560 1.1693 0.0625 0.0625
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 0.044 0 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 4.3836 0.1936 49.8844 4,3560 0,8433 0.0439 0.0439
20 40 0 4.3836 0,1936 49,8842 4.3560 0,8433 0.0439 0,0439
20 50 0 4.3836 0,1936 49.8839 4.3560 0.8433 0,0439 0,0439
21 0 0 4,3836 0,1936 49,8836 4.3560 0.8434 0.0439 0,0439
21 10 0 4,3836 0,1936 49.8833 4.3560 0,8434 0.0439 0.0439
21 20 0 4.3836 0.1936 49.8830 4.3560 0.8434 0.0439 0.0439
21 30 0 4.3836 0.1936 49.8827 4.3560 0.8434 0.0439 0.0439
21 40 0 4.3836 0.1936 49.8825 4,3560 0.8434 0.0439 0.0439
21 50 0 4.3836 0.1936 49.8822 4.3560 0.8434 0.0439 0.0439
22 0 0 4.3836 0.1936 49.8819 4.3560 0.8434 0,0439 0.0439
22 10 0 4.3836 0.1936 49.8817 4.3560 0.8434 0.0439 0.0439
22 20 0 4.3836 0.1936 49.8814 4.3560 0.8434 0.0439 0.0439
22 30 0 4.3836 0.1936 49.8811 4.3560 0.8434 0.0439 0.0439
22 40 0 4.3836 0.1936 49.8809 4.3560 0.8434 0.0439 0.0439
22 50 0 4.3836 0.1936 49.8806 4.3560 0.8434 0.0439 0.0439
. 23 0 0 4.3836 0.1936 49.8804 4,3560 0.8434 0,0439 0,0439
23 10 0 4,3836 0.1936 49.8802 4.3560 0.8434 0.0439 0,0439
23 20 0 4.3836 0.1936 49.8799 4.3560 0.8434 0.0439 0.0439
23 30 0 4.3836 0.1936 49.8797 4.3560 0.8435 0.0439 0.0439
23 40 0 4.3836 0,1936 49.8794 4.3560 0.8435 0.0439 0.0439
23 50 0 4.3836 0.1936 49.8792 4.3560 0.8435 0.0439 0.0439
24 0 0 4.3836 0.1936 49.8790 4.3560 0.8435 0.0439 0.0439
Mean 4.56 0.37
Maximum 6.06 1. 87
Minimum 4.19 0.00
*==================================================:===*
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
*======================================================*
uppermost Maximum Time Feet of Maximum
Ground PipeCrm-m Junction of Surcharge Freeboard Junction
Junction Elevation Elevation Elevation Occurence at Max of node Area
Name feet feet feet Hr. Min. Elevation feet ft"2
. -------- --------- -------- -------- --------- --------- -------- --------
I?ond 7,0000 7.0000 6.0603 8 9 0.0000 0.9397 740.6661
Juction 7.0000 4,8600 4.3860 8 10 0.0000 2.6140 12.5660
Roofl 8.0000 6.1900 6,0884 8 6 0.0000 1.9116 12.5660
Roof2 8.2000 5,2200 6.0784 8 7 0,8584 2.1216 12.5660
Outlet 8.1900 3.4600 3.1300 0 0 0,0000 5,0600 12.5660
AreaDrain 6.5000 3.5200 3.1360 7 52 0,0000 3.3640 12.5660
*=============================~========================*
I Table ElO - CONDUIT SUMMARY STATISTICS I
I Note: The peak flow may be less than the design flow I
I and the conduit may still surcharge because of the I
I downstream boundary conditions. I
*======================================================*
Conduit Maximum
Time
Maximum
Time
Ratio 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 (cis) (ft/s) (in) (cts) Hr. Min. (it/s) Hr. Min. Flow (ft) (ft)
------- -------- -------- ------- ----------- ------- ---------- ------- -------- --------
P1 0.5640 2.8725 6.0000 0.0964 7 37 1. 4 08 6 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 0.2557 3.1360 3.1300
ORF # 1 0.0945 0.4976 2.7081 0.2731 8 9 6.7855 8 9 2.8888 6.0603 4,3860
FREE # 1 Undefnd Undefnd Undefnd 0.3520 7 52
===> 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-l09\On-.out
*==============================================================*
SWMM Simulation Date and Time Summary
*==============================================================*
Starting Date... August
Ending Date... August
Elapsed Time. . . 0.09000
3, 2004
3, 2004
minutes or
Time... 8:36: 8: 5
Time... 8:36:13:45
5.40000 seconds
*==============================================================*
.
C 1990.20oa STEVENS.NESS LAW PUBliSHING CO., PORTlAND. OR www.$\eveO:lIleS5.(XIm
~
FORM No. 6~3-1 - WARRANTY OEED (rndlvk:lu811. .
EOB
~
If)
NO P~RTOFAN'f STEVENS-NESS FORM MAY BE REPRODUCED I,N ANY FOAM OR BY ANY ELECTRONIC OR MECHANICAL MEANS. ~.
Afterlv.cordll>aRoIm!ITfi ., ~
Flrst~IoIl1lTIIhl Division of Chief Deputy Clerk ~OIO ooeOIA --.
-~~--~~--~:-,,~-~~--::~-:~-ry--llI~~~~~~~--------- Lane County Deeds and Records ,. g ,
.:~~Ei~~~i~rt~~~~j,;.~1~1?;~~~;~~~::::::::::======== 1111111""1111111111111111111 I 111111111 $42,00 IS
Sh_,!~_,:~_,:~~~_~~_IO__~!__!'.p._ _~il~9_~L:!-'_lOtl.~~_~~__ -'113 12432010I.J0.;01400100...
PO__!l_~~J~g_,_______________P'?.~~_':~_,~c:~~?_~!:.L, 02/0412010 01: 19 :51 PM n
Springfield, Or 97477 RPR-DEED Cnt=l Stn=l CASHIER 05
-----------------0'''...'''',,;;;,.,-.....;;,------------------ $5,00 $11.00 $16.00 $10.00
.,
n
After rocordl'!S. return to ~8me, Addre!!, ZIp): .
BRANDT YINANCIAL Services, Inc.
p(j--Bo-,(--f3~2-----------------------------------------
S~~=f~=~;=f~=~~=~==~~==~=~~=~?=========:=:::=:::===::=:=
Division of Chief Deputy Clerk
Lane County Deeds and Records
2010.010~2~
Unlll requested otherwise, send aU lal( statements 10 (Name, Address, ZIp):
BRANDT FINANCIAL SERVICES, INC.
I P-6--Bo-,,-13W----------------------------------------
i:'.., siPr-iiillf-ie-id-;-(jr--9-i4-i7------------------~----.--
----"'-------'----------'=:t1~1'.:I'~-<j<7'1~i1.-<::-
-------'--------~<7''T~;!'~-.1\I~j"------''-
111111111111'111111"1111111111111 11111111111 $42,00
0113547.21110 '1182 '001001' .
03/05/2010 10:26:07 AM
RPR-DEED Cnt=l Stn=6 CASHIER 04
$5.00 $11.00 $16.00 $10.00
WARRANTY DEED
KNOW ALL BY THESE PRESENTS Ihat _________,T,!_J!~__jjJMIJP..'!:::_P..!lJ[I<:L____________________________________,_,___
i~J~ig16~~~~~~~t~~~:i~~:~~A~i~~~i~h~;~i~~ft~;~~~i~d:-t~-~:~~t~;~~id-b;-I~~!~~:~:~~~~~~~=j:~~~P:~:~~::::==~
-----------------------------------------------------------------------------------------------------------------------------------,
hereinafter called grantee, does hereby grant. bargain, sell and convey unto the grantee and grantee's heirs, successors and assigns,
that certain real property, with the tenements, hereditaments and appurtenances thereunto belonging or in any way appertaining,
situated in _________r,~E,,________d___________ County, State of Oregon, described as follows, to.wit:
I
;!
I
i
II
PARCEL 1, LAND PARTITION PLAT 2008-P2306, AS PLATTED AND
RECORDED OCTOBER 28, 2008, AS RECEPTION NO. 2008-058921,
OFFICIAL RECORDS OF LANE COUNTY, OREGON.
RE-RECORDED TO CORRECT LEGAL DESCRIPTlOO
(IF SPACE INSUFFICIENT, CONTINUE DESCRIPTION ON REVERSE)
To Have and to Hold the same unto grantee and grantee's heirs, successors and assigns forever.
And grantor hereby covenants to and with grantee and grantee's heirs, successors and assigns, that grantor is lawfully seized
in fee simple of the above granted premises, free from all encumbrances except (if no exceptions, so state): __________________
_________!j_(l__~~c:eJltJLolls------------------------_________________,______________________________________________________________
------------------------------------------------------------------------------------------------------------------------------------
----------------,-----------------------------.--------------------------,---------_____________________________________c__, and that
grantor will warrant and forever defend the premises and every part and parcel thereof against tbe lawful claims and demands of all
persons whomsoever, except those claiming under the above described encumbrances.
Th d I 'd' 'd' h' , d't fdll '$49999000 Gll' },
e true an actua cons I eratlOn pal lor t IS transler, sLate In erms 0 0 ars, IS _____1_____.!___________. '. ,'W ,,~ ~~, '...,e
.............I............;..:........~~..H. ....,,",...:"'~'" vi v. :......1.....:...... "'c:,.... 1-'."'1-'.....; "'. ....:..... 6:........., Y."',..;"'.....: ",,:.:...:.:... E3 '~,"" ""~.,,,I..... '-' 1-'......"'; .~..... \H.U..........
wL.J(~ ........,,:,.;.......:"'...<D (The sentence between the symbols <Il, if not applicable. should be deleted. See ORS 93.030.)
In construing rhis deed, where rhe context so requires, the singular includes the plural.
In witness whereof. the grantor has executed this instrument on _____J1"'_q"'Jl!!?J~1'__;U..._.?_QQ2____________________; if grantor
is a corporation. it has caused its name to be signed and its seal, if any, affixed by an officer or other person duly authorized to do
so by order of its board of directors.
BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT. THE PERSON TRANSFERRING
FEE TITLE SHOULO INQUIRE ABOUT THE PERSON'S RIGHTS. IF ANY. UNDER ORS
195.300.195.301 AND '95.305 TO 195.336 AND SECTIONS 5 TO 1', CHAPTER 424,
OREGON LAWS 2007. THIS INSTRUMENT DOES NOT ALLOW USE OF THE PROPERTY
OESCRIBEO IN THIS INSTRUMENT IN VIOLATION OF APPLICABLE LAND USE LAWS A
REGULATIONS. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PER
ACQUIRING FEE TITLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE
CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY THAT THE UNIT OF LAND BEING
TRANSFERRED IS A LAWFULLY ESTABLISHED LOT OR PARCEL, AS DEFlNEO IN ORS
92.010 OR 215.010. TO VERIFY THE APPROVED USES OF THE LOT OR PARCEL, TO
OETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES. AS APR 8
OEFINEO IN ORS 30,930. ANO TO INQUIRE ABOUT THE RIGHTS OF NEIGHBORING - 20lO
PROPERTY OWNERS, IF ANY, UNOER ORS 19S.300, 195.301 ANO 195.305 TO 195.336
ANO SECTIONS 5 TO 11. CHAPTER 424. OREGON LAWS 2007.
Lane Q" I S
STATE OF OREGON. County of --------------------------------- 'IJ!Jma U889ilta/
This instrument was acknowledged before me on _J~~s:.~!I!i?~!'_J_~L?________________m_____;
.,g~J.~~li~~~~:-"."'~"q;~~~=~=-=-:::-::
MY COMMISSION EXPIRES MAY 19, 20_'3, ,. RecQrded by Firsl Amencan flUe
Insurance Company of Oregon as an
PUBLISHER'S NOTE: If using this form to convey real property subJect to OAS 92,021, Include the required fellllronce. accommodation only. No liability
--- --~_.;.;...;..:;p&J._;u. __..~:::....;...I::i~...._.
validity, SUffIciency, or effect of
dOCII~"'"
(ROM Br'andt Financial
.
(TUE)MAR 23 2010 .1/ST10:10/No,6868513057 P 1
BRANDT FINANCIAL SERVICES, INC.
806-A North A St - PO Box 1352, Springfield,Or 97477
1-541-746-2543 . FAX 1-541-746-8223
FACSIMILE TRANSMISSION
Date: 3/22>1 LO We arc transmitting
To: Company:
ATTN:
Fax No.:
From: Name:
Message:
W~I
~
pages (s) including this one.
~M^,..R
~<Ch '0.- '(,Jo"-~
!) "tl t-t '1-b. - D ~ ~ q
~ ~W1M
~te&M~'~ ~ ~
~~\
--i\~ s \
~
~
Date Received:
APR - 8 2010
Original Submittal
FROM Br~ndt Financial
.
(TUE)MAR 23 2010 .l/ST 1010/No 6868513057 P 2
..'Ii .....If.,,!;
"~j:-First American
....~... .
Rst~ 7i11B~~ytf{hjJl>l
600 CIlUl\IJy Club Road
l:lJge... OR 97401
Flln " (541)'181-2900
Fax. (541)484'73~1
. ,.;.,,~...,j:~ I'..:/:"J f'::
FAX TRANSMITTAL
DATE; 03/23/2010 10:55:03 AM
ALE NO.: 7199-1533318
TO: Brandt Financial Services Inc
Attn: BJ. Brandt
FAX: 1(541}746-8223
FROM: Mike Rutherford
Spedal Instructions/Comments: Following Is the title report you requested,
together with our Invoice.
Mike
Date Reeeived:
APR - 8 2010
Original submittal
71IlmIr You For YDfII' I1IIs/nt.Is$! w. Know You /Mile A ChtJIc&
IMPORTANT NOTICE,
Shotdd MY at these paper.; require an ORIGINAL SlGN41VRE lr1d '(OIJf fax mocfl~
prod"ces ~ focslmIe on ~rmoI p_, please PHOTOCOPY thtn slgn me pholocOVf.
We wil'"not" llOO!pt an Original Slgnalu'e on 'IHERMAL fax P~.
lllank V<IU for vour cooperation In this matter.
IF TRANSMISSION OF AU. PJlGES IS NDT COMPI..El"E OR IF AN ORJGINAL IS NEEDED,
DI E:arl: IV'\IlrT'A,... __ ea.mca
~ROM Brandt Financial
.
(TUE)MAR 23 2010 .11/ST 10:ID/No 6868513057 P 3
.. ,.,. ,~ ~ (.
~
~I#"
First American
""'~7ItAr, j.,,,,. ....., ....... " ",~
600 Cou-..y Club Road
Eu_, OR 97401
Phn. (541)48+2900
Fox. (541)48+7321
FOR ALL OUESTIONS REGARDING THIS PRELIMINARY REPORT, pi Fa<;e CONTACT:
Mike Rutherford, TItle Officer
Phone: (541)-Hl4-2900 - Fax: (541)484-7321 - Email: mgrutherford@firstam.CXlm
Brandt Financial SelVices Jne
S06A N A St
Springfield, OR 974n
Order No.: 7199-1533318
Marth 23, 2010
Ann: BJ. Bra nlit
Phone No.: (541)746~2543 - Fax No.: (54 1)746-8223
EmaiJ:
Re:
Preliminary Title Report
2006 ALTA OWner. StaManl C..~
2006 AWl Owner. E-.ct COVeBge
2006 ALTA L.er<l<ls Stardo.d Cove<bge
lOO6 ALTA L.eoo... Extended Coverage
Endorsemert
G<Wt SeIVEll ~rge
Othw Pr<im..ary Title Report
uabillly $
UOIliIIly $
LiObiIIly $
uatIiIly $
Premium $
Premium $
Premium $
Premium $
Ptemium '$
Date Received:
Cost $
Cost $
15.00
2d\BIil - 8 2010
We are prepared to issue Title Insurance POliCy Or Policies in the form and a~~1 :.~, ;.."
title to the following described land:
PARCEL I, LAND PAAIDION PLAT NO. 2008-P2306, AS PLAITED 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 Trust, UA 6/28/02, Trustee Andrea McKinney
Subject to the exceptiOns, exclusions, and stipulations which are ordinarily part of such Policy form and
the following:
1. Taxes or o~""""ments which are not shown as existing liens by the reCXlrds 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 report is r..!he exdus... use o(!he Parties hor... shoom 'nd is p.eiminary 10 !he iSsu."", of a
....... ;--,--~- .....1._. .....'" .....~II.....___ "&'" ,...1&...... __1._.;.. ;_,..~ ............. #.'" _..__~_ _......
FROM S(andt Financial
.
(TUUMAR 23 2010 .11/ST.l0:10/No 6868513057 P 4
Pfelimtnary Re_
Order No.: 7199-1533318
~e2o"
2. Facts, rights, interests or claims which are not shown by the public records but which could be
ascertained by an Inspection of the land or by making inquiry of persons in possession thereof.
3. Easements, or claims or easement, not shown by the public records; reservations or exceptions
In patents or in Acts authorizing the issuance thereof; water rights, claims or title to water.
4. DiScrepancies, conflicts in boundary lines, shortage in area, encroachments or other facts which a
correct survey would disdose.
S. Arry lien, or right to a Den, for services, labor, material, equipment rental or workers
compensation heretolOre or hereafter furnished, Imposed by law and not shown by the publiC
records.
The ellceptions to coverage 1-5 Inclusive as set forth lIlbove will remain on any subsequenUy
issued Standard Coverage Title Insurance Policy.
In order to remove these exceptions to coverage In the iSsuance of an Extended Coverage
Policy the followIng items are reqllired to be furnished to the Company; additional
exceptions to coverage may be added upon review of such information:
A. Survey or alternative acceptable to the company
B. Affidavit regarding possesslon
C. Proof that there is no new construction or remodeling of any improvement located on
the premises. In the event of new construction or remodeling the IOlIowing is
required:
i. satisfactory evidence that no construction liens will be filed; or
ii. Adequate security 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 2009-2010
Tax Amount
Unpaid Ba/a nee:
Code No.:
Map & Tax Lot No.:
Property ID No.:
$
$
01900
1702344401201
1826138
2,736.68
2,736.68, plus interest and peoaltleS, if any
7.
Easement, induding terms and provisions contained therein:
Recording Information: september 21, 1909, Book 83, Page 377
In Favor of: City of Eugene
For: right of way
(Blanket easement)
Date Received:
. APR - 8 2010
B. Highway Construction Permit, including terms and provisions thereof. Original Submittal
Between: Robert M. Richardson, et ux
And: The State of Oregon, by and through its Oregon State Highway
Commission and the Crt:y of Springfield
Recorded: June 14, 1966, Reception No. 50713
1!!!!I_"_~_'r.""".
FROM Brandt Financial
.
(TUE)MAR 23 2010.11/ST.l0:10/No 6868513057 P 5
Pre!iminOly Report
Order No.' n 99-153331.
PageJ OfS
9. Easement, Induding terms and provisions contained therein;
Recording Information; July 25, 1967, Reception No. 92663
In Favor of: City of Springfielcl
For; right of way
10. Covenants, conditions, restrictions ancl/or easements; but deleting any covenant, condition or
restriction indicating a preference, limitation or discrimination based on race, color, refigion, sex,
handicap, family status, or national origin to the extent such covenants, conditions or restrictions
violate Title 42, Section 3604(c), of the United States Codes:
Recording Information: June 28, 2005, Reception No. 2005-Q47488
11. Easement, lnduding terms and provisions contained therein;
Recordlng Information; June 28, 2005, Reception No. 2005.047489
In Favor of: City of Springfield
For; public utilities
12. Deed of TRlSt and the terms and conditions thereof.
GrantorfTrustor: 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)
ModifICation and/or amendment by instrument:
Recording Information: June 04, 2008, Reception No. 2008-031181
13. Restrictions ancl/or notes shown on the recorded plWpartition.
14. Easements as shown on the recorded plat/partition.
15. Declaration of Private Easements, Including terms and provisions thereof,
Recorded: October 28, 2008, Reception NO. 2008-058922
16. Affidavit of Correction to a Partition Plat, indudlng terms and provisions thereof.
Recorded: December 29, 2008, Reception No. 2008-067954
17. Deed of Trust and the terms and conditions thereof.
GrantorfTrustor; Shalece M.B. Arnor Trust UA 6/28/02, Trustee Andrea McKinney
Grantee/Beneficiary; Brandt Rnanclal Services, Ine..
Trustee: First American Title Insurance Co.
AmOl.lnt: $499,990.00 O~ti f.<ie~lv~fI:
Recorded; February 04, 2010
Recording Information: 2010-006015 APR ~ 8 2010
Re-recorded March 05, 2010, Reception No. 2010-010825
Original Submitta'
er_._.."",~..'r.u..
FROM' S'randt Financial
.
(TUE)MAR 23 2010.121ST 10:10~N~:.6~!~~:O.57 P 6
Prehmlnary ~epott
Order No,: 71911-153331'
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 Tl1Jst purSlJant to ORS 130.800 through ORS 130.910.
- END OF EXCEPTIONS _
NOTE: We find no judgments or United States I nternal Revenue liens against Shalece M.B. Amor T I1Jst,
UA 6/28/02
Situs Adclress as disdosed on Lane COIJnty Tax Roll:
6595 & 6597 Main Street, Springfield, OR 97478
THANK YOU FOR CHOOSING FIRST AMERICAN mU!
WE KNOW YOU HAVE A CHOICE!
cc: Shalece M.B. Amor Tl1Jst, UA 6/28/02
cc: J.M. Brandt-Dl1Jry
I
Oat; ~@e~ived:
APR ~ 8 2010
Original Submittal
l:f_A_..r....._......._
FROM'Brandt Financial
.
(TUE)MAR 23 2010 .121ST,10:10/No~ 6~~~5,1~~57 P 7
prelimit>ay Report
Ord.. No.: 71"-1533318
Page 5 015
~.
'.
~#
First Amerlc8n TItle Insurance Company of Oregon
SCHEDULE 0" EllCWSJONS "ROM COVERAGE
ALTA LOAN POUCV (06/17/06)
'rtIe: roDowlng mat'tEn we expressty excluded rrom the <xM!rage of this JIJIICV. a-ld the ~ wln MOt fli!Y Iosl!; or d.fM'}l!, (ll)St:s, ilIttDmeyS' rCl5, 01'
ellpemIcs tn&t ar1se by 'ClSQn at:
1. (a) Any law, ordlnence, ~t, or goVerT'lmc=ntaI te9uSa1ion (IndUdlng !hQse leI~ 10 bulId~ aftd zonng) reslJ1djnIJ, regul6Jv. prctllbltln;, (J'
rt:L1dngto
<I> d'It 0C0Jp.ancr, use., orc:njoo,menr of the !....and;
(II) the dtantCter, dlll'1015ions, or loation of Illy ImpRl\lCm(!nt erected on the lAndj
(HI} tlll! subdMsloo of rind; or
(Iv) enVIronmental Pl"tItcdion;
or the ~cd of allY Violation 01 ~ laW!l, ordinances. 0' lpo'Emrn01taJ regubtlons.. ThIs e>!duslon l(.a) docs nor: modify lY limit the ClM!ratje
pm~ ..- CDv<nd ...k s.
Cb) Anr9OVCm~ ponce powet. Thfs~usIon lIb) ~ notmodl'yorlmltthcaM!l'al}e; provided ~rCcM!tedR:1sk 6.
2. Rights of emJ1lCJ1! dom.tln. ThIs eccluslon dol!s l'I()t mOOlty or IImi the C<h'C:~ pnwilkd under C:Owcred R~ 7 or 8.
J. Oe:~, 1l1!ftS, CncumbrancC5, ~rsc claims, Of other macttn
(~) aeaced, suffered, aSSUmed, Dr agroed to by the Insu~ Calmant;
(b) noe Known m the Company, not remrdcd In doe PUblIC R:~ . Dart: 01 Pdlcy, DuIIVloNn to the 0'I5um1 CJa/mant and not dl:sclosed b1 wr1ttng to
the: Coml*1y by the Insured Oatmlnt prior 10 the da<<e d1e lnsuo'l!d Cb.lmant became an Ln$Urt:d unde- the policy;
ee) resull:lng In no loss or damOQe: to the lrt2uro:r Oall1Wlt;
(d) i!ItIChIn9 Df'"cre~ subsequerrt to ~ ~PoUcy (howC'ller, tnlSdocs no! rnodIfyor limit ~ ewer-age provided u~Cover/';d Risi 11, 13,0( 14);
'"
(c) resulting In loss or damage thai: would not have been sust!lned If die lrIsum:l O.tImMlt had patd vaILIr:: for ltle [Mured MoI1ril...
4. C."-". ..~..')/Ilfyo/ ttlcllen rldlc lns~ Mortgage becau~oI the Inabllltyarrbllul1!: of .er'llnsured to CCIl'TIpty ~ applicable doingI-bus1nessla\'S d the
stat:ewhcrethet.ancllssltuacP.d.
S. Invaik1Jty or unenfcrcc:mllIly In ~ or In P=irt of me IJen d the 1nSJ.Rd Mortgllltlc that ~ses cut d !he msar::tIQtl C'lldenced by the lnsured MatrJage
h11s Da5ec:I upon l.iS1RV or any con!umer credit: pmtectIOrl or truttHn-kn:::lJng 'tw.
6. Ant dalm, by' reason at the Opaadon of roJeJ-aI bntupeq, mtc Insolvency, or similar odors' "9hts laws, th~ the !1.ar'1$O(Uon m::cng the lien d the
Insured Mortgage, Is
(a) ar~CDrM!Yanc:eorfrauduli:nt~,or
(b) a prererent1ll tJansfe-'Of.wry reason not state<t In Coven::d RJsk 13(b) of tfJl5 po/Icy.
7. Any lien on the TltIr: for r~ c:sbu ~es ~ CESeSSI'l'lOlts .ftlpostd bt governmentaf auchorffy and (Tcab!!d or aftldllng between Date or Policy and d\e
dak of recording of dte Insured Mortgage tn the Public Records.. This ElldusIon doc:s not modIPf or limit c:hc: coverage PI'OYIded under QweR!d ~1Sk l1(lJ).
AL TA OWNI!R'S POUCY (06/17/"6)
The rotbwIng matte1 are e:wpt'C:Ssty E!<<'1uded from the ClM!I'"age of this polICy, and the Comp.Y1v WIN not Parr' loss or ~, <DSZ:S, 4ftomeys' lees, or
~ th.orartse ~ re.Jsonar:
1. (a) Any lAw, ordJn<<K:E, pe""'f,. or go~nl:dl I"t9UlatIon (/nc:tudlng tho<<: relaong to buJId...., n lDOIng) rC5tJ1dJl\O. r'OJ&daI2ng, prdlllJltJng, 01
~lMfnoto
(I) ltIeOCCl.opoll1CY,use,ore~tofrtlcL.ond;
(II) thedw'kttr, dImensions, or IoGatiQo rJ ...,y 1mpn;weI'flCntcrooedoo the land;
(III) !he subdhislon 01 land; or
(Iv) "'~"'"""""'I"OleCIlon;
01' the etl'ect of any vtotldon oIlf'1esc laws, OI'dIn.n:es, or ~~ ~s. TlM! e.dlJSkJn l(a} cIl:Ia I'D: modIry or Ilrnlt the CWI'!'* provided
uI'ldel"Coven=dRlskS.
(b) Anygovernmen", poolcepoo..cr. '"" El<cb_ l(b)_ no< rnodlfyo'''''~thc CllV<f1r/C_ u",,",Cai<tod """ 6-
2. Rlqhts 01 eminent <bmiIln. ThIs Etclusloo doe! not modIfY or UmIt the elM!'" provided ul\do- Covered RIsk' or a.
3. Oe~.Ilms:, enc\lm~ ~c1a1nl~ orod'lef'mdws
(6) aeated,. curt"enad, asswncd, or ogn:::rd to bv ttJ:: lnsured oafflant;
(b) not Known to the Con\p;!ny, net recorded In the PubIc: ~ecords at o*: of ~, but Kno,o,n to !;he """Itd Calmant and not dlscbia:l' In ""'t1ng rn
the Company by the I~ OaIrn.antpriortotnedoRthe lnsun!dOJlmant became i!Ifllf1SU'Cd unde'ftlis policy;
(c) I't::SUblg ~ no loss or damaqe ID the ll"l9lJ"ed Oalmant;
(d) ctod1tng or aClb!d subsequenr: ro O<<e of PdIcy (howevq, ChIs (be!; not modify or 11m. the COWJ'1Il}e PI'OVtded under Covaed RIPS 9 n:t 10); or
(e) I'1!:suluog In bs:s Or'4amage that \'QAd lKlI: have Deen sustalOed tthe Insured a.lm.w half pakfvoJlue '01' the lltle.
4. My da1m, by mason of the operadon of fedenl1 bank~. slate Insalveocy, or slmDar aodft:ors' rights I.s:, Ih<< the lL._-''-...., Vl!Sttng the TMe <<5
_In_...
(a) a fnuduloltCDnYty..-.ceor IroI.ldule1t tr.,Sfcr, or
(b) a pn:terentiallJansr~fo, ""V re.son not stIi&l::xlln Covemt lUst 9 flthls policy.
5. Any lien on the Ttic for reot c:st!te I~'es (I'" ~ments Imposed I1t lJDVemmental authoI1ty and Cn:ated or atlad1lng befwcm Oace Q( PoIlcy end the
dale or n:CDrd1rro of the deed Or other Ir\sb"ummt 0' cr...sfer In dle Public Records: mat vests l1tSe os ~ In .scheu.de A.
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SCHEDULE OF STANDARD EXCEPIlONS
1. Tales or e.cmnenrswhld'l an! I10t $I)JoMl6OCI5ttng liens by the I1!:COrdsof arwtodng &'dl~ thai: levtes Calles or BSt:ssmEflt$ on A!a1 pmperty or
by the pubMcremrds; proo:edJngs by 1I pubbc.sgcncy ~1CtI ftI~ resl.ft In taxes ara~Il'leIltl, orndlCeS ofsuch,..v......_.~, whdmr or 1lOt&hcMn
"'the_ofwch~"'b)lthepublO:""onl<.
2. fa(!!J;, r1gtlts:r Inte~ord&lmswhlctl on: nc( stmwn br ttEpubllc fEXCI'ds but wIlk:h aMJld' be ascertllned bya"In5pE!d~ar the land at bymaklng
inquiry of PeBCIflS In possesslon d1erP.fll.
J. Cu._.._....., CI(flims of eu<:mcot, not show1 by' Ihe: publk: ~~; I1!:SeI'VtItIons or excepIlons In P4lcnts 01' In Acts ~uthot1zfn9lhe Issuance thereof';
water I1Qhts, clalrn:s or tide to wbr.
4. Any E.'nCTOaI:hmcnt (of cJdstlng ~.~, C '-J- Ioc.trd on I'le: subJect lond O'lCD adjoining land or of etIst1nq Improvcmencs
Ioalc:d CIl ad)olring land onto Ihf! ~ubJcct land), . _ . ec, vtJlalbrt, vWlbn, Of ~e~ Clr(umstJnct .rrecD"lg !:he ntte
!t\.af:WQUJd bc:disdosed by An l((ur4tl:.,d coml>lCCt IMtdSUl'Vefofth~ 5Ub,loctJand. ....J"\ t Rece",ved.
$. Alty lien" or nghI to a lien, for setVIC~, labor, material, equipment I'et'lIlII rI wo!tC't'li,,_ '~.. ,"C~. hereeoroR! IF here.~a e .
"""ls~d, Impo$ed t.., I.wt RI not $l)own by the pub6c f&:oltk.
NOTE: A SFt!ClMEN COPY OF TIt! PO..ICY FODt (OR ~MS) 'w1u. Be 'tJAAlSHED 1JIIOH REQUesT
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From:
Sent:
To:
Subject:
STOUDER Matt [mstouder@eLspringfield,or.us]
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 ofthe scoping sheet if
there are any concerns at the front counter with the permit intake. Thanks,
Matt Stauder, PE
Supervising Civil Engineer
Ph (541) 736-1035
Fax (541) 736-1026
mstouder(ii)ci.sorinafield. Dr. us
From: Renee Clough [mailto:Renee@branchengineering.com]
Sent: Wednesday, February 03, 2010 11:58 AM
To: STOUDER Matt
Subject: Scoping 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
Dat~ Reeelved:
APR . 8 1010
Original Submittal
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Oregon Division of Slate lands .
Attn.: Wetlands Program leader
775 Summer Street NE. Suite 100
Salem; OR 97301-1279
Business phone # (541) 913-8039
Home phone # (optional)
- .
o Applicant 0 Owner Name, Firm and Address:
Michael Brandt-Drury
7906 Thurston Road
I Springfield, OR 97478
. Consultant:
Name and Address:
FAX #
E-mail:
Business phone # 541 933-3318
FAX # 541 933-2003
E-mail: pstcon@aol.com.
Pat Thompson
P.O, Box 1240
Marcola, OR 97454.
--,
The information contained in the atlach.!d report is true and accurate to the best of my knowledge, I either own the property described
below or I have legal authority to allow access 10 the property, I authorize the Division to access the property for the purpose of
confirming the information in the report, after prior notification to the primary contacl/.:\ ~ '
Typed/Printed Name: Pat Thompson/for Michael Brandt-Drury Signature: <..:Y... * A ... _ ~
Date: 10/19/04 Special instructions re!lardin!l site access: Notify Consultant Fir I'
Project and Site Infonnation (for latitude & long~ude; use ~..;.v;~ of s~e or start & end points of linear project)
Proiect Name: Brandt-Dru.rv Prol)ertv
Proposed Use: low Density Residential
, latitude: N 440 02' 40'
Tax Map# 17"1)2-34
LonQitude: 122054' 36"
Project Street Address (or other descriptive location):
6595 Main Street
Township 17S
Range 02
Sections 34 .
Tax Lot (s1.1200
Waterway: NA
River Mile: NA
"S any:~ the property crop land?
I ;f yes, is ApplicanVOwner a USDA Program Participant?
': If yes, has a NRCS Form 026 been completed for the site?
I
, Does Local Wetlands I~ventory. if any, show wetland on parcel?
If yes, lWI wetland code: PEM, PFO
Has a previous delineation/application been made on parcel?
, If applicable, previous Division of State Lands #
i, NWI Quad Name(s): Springfield
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Corps Project #:
Date Delineation Received:
For Office Use Onlv
DSL Wetland Mgr.:
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DSL Project #
DSL WD #
/
Date Review Completed: /
/
Related Case Number(s):
,
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A:\drury Del Rept Cover Fonn.doc
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061te Received:
APR "6 20lD
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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 J240
, Marcola, Oregon 98454
Phone: (541) 933-3318
Fax: (541) 933-3319
Emai1: pstc@ao1.com
October 2004
'1, . I.. L O. I. 0, .10.. ._.. ~.., ,....,.1 I. I ..".. I.. ."..... 11111 . I . 011
~ I, ,
Date Received:
APR - 8 2010
1
Original Submittal
, "
".
, ~randt Property - 6595 Main _e,-Springfield., Orego~ '
.
Pagei
TABLE OF CONTENTS
1.0 INTRODUCTION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . 1
2.0 PROJECT ME'(HODOl DGY . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
2.1 SOURCE MATERIAL. . . . . . . . . . . . . . . . . . .. . . . . . .. . . . . . .. .. . . . . . . . . . 1
2.2 TECHNICAL CRITERIA ...................................'....... 1
2.3 FIELD METHODOLOGY .......................................... 2
2.3.1 Previous Wetland Delineations. .. . . . . . . . .. . .. . . . . . . . . . . . . . . . . . .3
2.3.2 NWI Map Review ...................,....................... 3
2.3.3 Local Wetland Inventory .........,............................ 3
2.4 CLIMATOLOGICAL DATA........ .........,.............. ..... ...3
3.0 WETI,AND CHAR ACTERTSTICS . . . . . . . . . . .. . . . . . . , . . . . . . . . . .. . . . . . . . .. , . ,3
4.0 WETLAND DELINEA TTON ....,.............,........................... 4
5.0 mSCUSSTON AND CONCLTJSTONS .......................................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
Date Received:
APR ft 8 2alO
Original Submittal
Patrick S. Thompson Consulting
October 2004
.
.
1.0 TNTRODTJCTTON
Patrick S. Thompson Consulting (PSTC) has contracted with Michael Brandt-Drury to perform a
wetland delineation on Tax lot 1200, located at 6595 Main Street on the south side of the
McKenzie River Highway just west of South 67ili 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 (LWI). '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.
Date Received:
Three mandatory technical criteria are required to be present in an undisturbed natural
area before it can be considered wetland under federal jurisdiction. These ~rialjU'201O
Patrick S. Thompson Consulting
Original Subffin'l~fr 2004
, ~randt Property - 6595 Main let -Springfield, Oregon
.
Page 2
hydrophytic vegetation, hydric soils and wetlands hydrology. Hydrophytic vegetation
consists of those plant species that have adapted to growing in substrates which are
periodically deficient of oxygen due to saturated soil conditions. Five basic groups of
vegetation are recognized based on their frequency of occurrence, in wetlands, These
categories, referred to as the "wetland indicator status" are as follows: Obligate Wetland
(OBL) plants are estimated to occur almost exclusively in wetlands (>99%); Facultative
Wetland (F ACW) plants are estimated to occur 67-99% of the time in wetland;
Facultative (F AC) plants occur equally in wetlands and non-wetlands (34-66%); and
Facultative Upland (F ACU) plants usually occur in non-wetlands (67-99%). If a 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 defmed
as soils that formed under conditions of saturation, flooding, or ponding long enough
during the growing season to develop anaerobic conditions in the upper part. Wet
conditions are characterized by the following: high water tables, ponding or frequent
flooding, or saturation for extended periods during the growing season. Soil saturation is
related to soil drainage class and soil permeability.
All three criteria for jurisdictional wetlands, however, may not be required to be present
for areas that come under the designation "disturbed". Disturbed areas have been
modified, by either human activity or natural events. Disturbed sites have been altered to
the extent that identifYing one or more of the criteria is made more difficult as a result of
the disturbance. Agricultural disturbed sites usually apply to situations where vegetation
is manipulated, removed or disturbed to the extent that it is not a reliable indicator.
2.3 FIELD METHODOLOGY
Prior to beginning field work, a compilation of available information and data was '
conducted. This included a review of the Lane County Soil Survey, the U.S.Q,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 pvowo;"ed for hydric soils and wetland
hydrology field indicators. In addition, a visual percent-cover estimate of the dominant
species of the plant community for a 30 foot radius centering around each soil pit was
performed. Data was recorded in the field and subsequently transferred t~~ceived:
wetland delineation data sheets (See Attachment A). ,
APR ~ 8 2010
\
Orl!llnal Submittal
October 2004
Patrick S. Thompson Consulting
'Brandt Property - 6595 Main .et -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
The NWI map shows no wetlands on this l'wl''''';Y'
2.3.3 Local Wetland Inventory (Figure 2)
The Springfield Local Wetland Inventory mapped in 1992 and I 993 and then
published in 1997 by David Evans and Associates identified one probable wetland
area on the site. The findings of this delineation were very similar to the L WI. The .
PEMCIPFOC wetland found during our delineation occupied the same lower
position in the landscape, just with slightly differing limits.
2.4 CLIMATE DATA
The site was visited twice, once in March of2003 to determine if wetlands were present
on the site and again in September 2004 to delineate the wetlands. The hydrology
determination is based on what was observed during the March 2003 site visit. The yearly
average for normal rainfall was 95% of normal. During the two weeks previous to the
site there was 3.26" ofrain. Climatological data is included for both the April 2003 and
September 2004 visits (See Attachment B).
3.0 WF:TLAND CHARACTRRISTTCS
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 is where the buildings and
most of the pasture is located (See Attachment C - Site Photos). The southern halfhas an
approximately 100 feet long gentle slope which then becomes an abrupt northern facing slope
covered with trees. This hill side continues offsite to al'l',vAimately a 1200' elevation. The
property's high elevation on the south side is approximately 680' and the north has an
approximately low of 520' elevation.
The 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 home site lies al'l'WJJmately
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 of a larger,
historic, fragmented weltand, and currently extends off site to the west where the hydrologx is
greater than on site. The property to the east is slightly higher in elevation an~fA ~elJ2I~:
Patrick S. Thompson Consulting
MPi1 09tobU)l!!004
Original Submittal
, ~randl Property - 6595 Main tel -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 summarizes the drainage
classifications for each soil. (See Figure 3 Soils Map).
Table 1 - Soil Drainajte Summarization
,
Name Mapping Drainage Description Hydric
Unit Classification YeslNo
Coburg-Urban Land 32 Moderately well Located on low stream terraces. No
Complex 0-3% drained Combination of undisturbed Coburg
slopes soils along with fill materials with
varying characteristics.
Dixonville- . 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 footbills, Moderately deep No
Loam 30- 50% slope soils with high erosion poteotial.
Pengra Silt Loam 105A Somewhat poorly Located on toe slopes and fans in Yes
drained stratified alluvium, Clay substratum
and high seasonal.
During the field investigation the soil matrix color of this area did not range significantly only
from 10YR 3/1 to IOYR 3/2 with slightly varying mottles of7.5YR4/4 to lOYR 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' gradrui1 slope contained
several mature (25" in diameter) Oregon ash. Some of the these were in the delineated wetland
but others were in slightly higher position in the landscape and the soils, hydrology and other
vegetation were indicative of upland. Some of the volunteer ash seedlings were noted in the
pasture area.
4.0 WETI~AND DELINE A TTON
A total of 0.20 acres of wetland were delineated within the four acre Era!~t~~~~d!200).
Patrick S. Thompson Consulting
APR - 8 20lDOclober 2004
Original submlttal_
. Brandt Property - 6595 Main tet -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 wetlandlnon-wetlimd boWldary was dictated by a
combination of indicators ofwetlandlupland plants, soils examination, topographic change and
hydrology,
This report documents the investigation, best professional judgment and conclusions of psrc. 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.
Date Received:
APR - 8 20ID
Original SubmittaL
Patrick S. Thompson Consulting
October 2004
. Brandt Property, 6595 Main"et -Springfield, Oregon
.
Page 6
6.0 REFERENCES
City of Springfield, Local Wetland Inventory, 1997.
HitchocI{, 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, EnvirorunentaI Laboratory,
Vicksburg, MS.
I
U.S. Department of Agriculture, Soil Conservation Service, 1987. Soil Survey of Lane County,
Oregon.
U.s. Department of Agriculture, Soil Conservation Service, 1987. Hydric Soils of the State of
Oregon.
U.S. Department of Interior, Geological Survey. 1967, Photorevised 1986. 7.5-minute
Springfield, Oregon, topographic quadrangle).
U.S. Department of Fish and Wildlife. National Wetlands Inventory Quadrangle, Springfield,
Oregon, 1994.
Date Received:
APR - 8 20lO
Original Submittal
Patrick S. Thompson Consulting
October 2004
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LWI Map Date Received:
APR - 8 2010
Original Submittal
.
.
Brandt-Drury Delineation
Figure 3
Soil Survey Map
32
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Date Received:
APR - 8 201D
Original Submittal
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PROFESSIONAL
LANQ SURVEYOR
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OREGON'
JULY 20.1993
REXA BETZ
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[-[C e;c/" 1'L/31 /Oe;,
@BranCh Engineering, Inc.
310 Fifth Street
Springfield, Oregon 97477
(541)746-0637 FAX (541)746-0389
branchadmin@branchengineering.com
Civil. Structures. Transportation. Surveying
'NOTE: THE ACCURACIES OF THE WETLAND MARKERS SHOWN ARE ONE FOOT :l: 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,
Date Received:
APR - 8 2010
Original Submittal
.
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"FND RED" INDICATES 4 FT LATH WITH RED FLAGGING
'NOTE: THE ACCURACIES OF THE WETLAND MARKERS SHOWN ARE ONE FOOT :l: IN RELATION TO THE PROPERTY LINE.
'NOTE: THE SITE IS 4 ACRES. THE PORTION TO BE DEVELOPED IS D.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
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REGISTERED '
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Da.te ReceIved:
APR - 8 2:110
Original Submittal
.
.
ATTACHMENT A
Date Received:
APR - 8 2010
Original Submittal
PATRICK S. T.PSON CONSULTING '. WETLAND DETERWTION DATA FORM
Date: 9/22104 File #: U
Det. By: PtICC
Plot #: 1
County; lane
Projec1fCorrtact: Brandf-Drury Delineation
Plant Community pasture and wooded ~
Plot (ocatlon: 8' from easten proOO.111 line
Do normal environ. conditions exist? YES:
Has vegetation: Soil:
Explain:
~ NO:
_Hydrology:
Explain:
been significantly disurbed7
VEGEl A liON
Dominant SOFries
Tree Stratum
Total Cover. 0%
1.
2,
3,
4,
Sanliqa/Shrub Stratum
Total ('.over. 0%
,.
2,
3,
4,
5,
(Indicator I Dominant Soecjes
I Status % Cover HP.rb:lr.P.nIL<; !;frarum
I Total Cover: 100%
1. ,Aorostis sso.
2. .Festuca arundinacea
3. Gemnium mo1Je
4. ChfVSilJ1themuml8L~.,....., ,,_'ffl .
5. ~ros oratensis
6. Cirsium 8IVenSe
7.
6.
9,
'0,
11,
Jndicator
Status
FAC
FAC-
NL
NL
FACW
FACU
Percent Of Dominant Species that are OSlo FACW, FAC:
Other Notable Species:
Criteria Met? YEs:
33%
NO: X
SOilS
Map Unit Name: CobuJo:~rban land ComlJlex
Taxonomy: Pachlc Ultic Aroixerolls
Drainage Class:
On Hydric Soils Ii~?
MWD
No
INC:
YES - Conser
Depth Horizon I Matrix Color Redox c............,'u....,)fls. ! Redox Depletions" leXlUre Struduffi
(}.12" lAP 110YR312 I lsl~oM!v ~ ISAB
12-18" IA12 11OYR312 110YRAJ.4 (fJ)?\ Isliahllvstickv ISAB
I I I I I
I I I I I
Hydric Son Indicators:
Hlstosol
HIstlc Eplpedon
Sulfidic Odor
Reduclng Conditions (test positive)
Gleyed
Redox. Features (w I in 10")
Conttetlons 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)
Usted on Hydric Soils list
01hec .
Criteria Met?
YES
NO~
. abound.lsizelcontrasUcolorllocatlon (matrix or pores/peds)
HYDROLOGY
RecordM ~
X
Field Dat~
Recorded Data Available:
No Recorded Data Available
Othec
Aerial Photos
Stream Gauge
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 Soil Survey Data
FAC - Neutral Test
01hec
DETERMINATION
WETlAND?
YES
NO
x
Comments:
Does not meet criteria
Date Recei'v'6d:
APR - 8 2010
Original Submittal
I
% Cover 1
50% I
15% I
15% I
5% I
'0% I
5% I
I
I
I
I
PATRICK S. T.PSON CONSULTING' WETLANDDETEYTlON DATA FORM
I Indicator IDominant Soecies
I Status % Cover Herbaceous S1rahJm .
ITotal Cover: 100%
T I 1. Afo/lOCUIlJS oretensis
I .2. Festuca amndinama
I 3. Aprostis~.
I 4. Chrvsanlhemum leucanthemum
I 5,
I 6,
I 7,
8,
9,
10,
11,
County: Lane
Project/Contact: 8randt~Dru_rv Delineation
Plant Community PEMC wetland
. PIotIocation: A~atetv:15'westofUo1
Do normal environ. conditions exist? YES:-----!-
Has vegetation: Soil: _ Hydrology:
Explain:
pominant Soedes
Tree Stmtl.lm
Total Cover: Trace
1. Fraxinus fetifalia .
2.
,3.
4,
SaoljnalShrub Stratum
Total Cover:
"
2,
3,
4,
S,
Percent of Dominant Species that are DBL, FACW, FAC:
Other Notable Species:
Criteria Met? YES: X
Map Unit Name: Pen.ora
Taxonomy: Tlfoic Haolaouolls
Depth
I Horizon
IAo
1..&::12
I
i
I Matrix Color
110YR312
110YR3J2
I
I
NO:
Date: o9i221ci4
File#: W
Del. By: PlICC
Plot #: 2
NO:
Explain:
been significantly disurbed?
YEGET A T10N
I Indicator
I Status
I
% Coved
I
40% I
:>c% I
40% I
TI
FACW
FACW
FAC-
FAC
NL
66%
SOILS
Drainage Class:
On Hydric Soils list?
SPD
~
INC:
Redox Concentrations.
0-7"
7_18M
Hydric Soil Indicators:
x
Histosol
Histic Epipedon
Sulfidic Odor
Reducing Conditions (test positive)
Gleyed
Redox. Features (w I in 10")
Criteria Met?
YES ~ NO
Rp.C".nrded Data
X
Fiefd Data
Recorded Data Available:
No Recorded Data Available
Depth of inundation:
10YR 314 (fD2l
Aerial Photos
Redox Depletions*
Texture
Slrudure
notslickv
stickv
I
I
granular
ISAS
I
I
x
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)
listed on Hydric Soils List
Other.
* abound.JsizeloontrastlcolorJ\ocation (matrix or pores/peds)
HYDROLOGY
Stream Gauge
nth.,
Oept 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
WETlAND?
YES
x
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: Hvdrotoov determined from 'p'rior determination March 2004.
Neighbor confirmed that wetland area is satuated all winter
Prominent hummocks
DETERMINATION
Comments:
Ca~ ~.~r:'p.i"ed:
1'Iowerthan Uo 1
APR - e 2010
Original Sublllittal
PATRICK S. WPSON CONSULTING - WETLAND DETER.TION DATA FORM
County: Lane
Project/Contact: Brandt.Dru_rv Deljr>Fl~'~n
Plant Community PEMC wetland
Plot location: North end ofwestlanrt, 70' SEof mlthuildinlJ
Do normal environ. conditions exist? ' YES: X
Has vegetation: SoIl: _ Hydrology:
Explain:
Dominant ~Decies
Tl'P.e!=;tratum
Total Cover: 5%
1. Fraxinus lalifolia
2.
3.
4.
~ol!np/Shrub Stratum
Total Cover:
,.
2.
3.
4.
5.
Percent of Dominant Species that are Del, FACW, FAC:
Other Notable Species:
Criteria Met? YES: X
Map Unit Name: Pen,ora
Taxonomy: Tvoic HaolaauoJls
Depth
Horizon
Matrix Color
0-<1-
6-18"
~'?
A12
10YR 3~
10YR312
Hydric Soil Indicators:
x
Histosol
Histic Epipedon
Sulfidic OdOr
. Reducing Conditions (test positive)
Gleyed
Redox. Features (w I in 10")
Criteria Met?
YES L- NO
Recorded Data
X
Field DatB
Recorded Oata Available:
No Recorded Data Available
Depth of inundation:
Pimary Hydrology Indicators:
Inundated
Saturated in upper 12 inches
Water Marts
Drift Lines
Sediment Deposits
Drainage Pattern
Criteria Met? YES ~ NO
WETLAND?
YES
x
NO
NO:
Date: 09/22;04
been significantly disurbed?
VEGETATION
File#: W
Det. By: PtfCC
Plot #: 3
Explain:
Ilndicator I 100mim:mt R~p_'l
1 Status % Cover! Herbacenus mratum
I I
I FACW I
I I
I I
I I
I I
I I
I I
I I
I I
I. I
I I
66%
NO:
5%
ITotal Cover.
I ,.
I 2.
I 3.
I 4.
I 5.
I 6.
I 7.
I 8.
I 9.
I 10.
I 11.
SOILS
Drainage Class:
On Hydric Soils list?
Redox Concentrations*
10YR 3/4 (102\
Aerial Photos
Dept to Saturation:
x
HYDROLOGY
100%
i!foo.!!cums orafensis
Festuca amndinacea
IlndicatOrj
~ Status % Cover
, FACW r 65%
1 FAG- 1 30%
I I
I I
I I
I I
I I
I I
I I
I I
I I
SPO
~
INC:
Redox Depletions'"
Texture
Structure
notstickv
stickv
_Hranular
rB
Concretions I Nodules (w I in 3ft; > 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.
'" aboundJsizelcontrastlcolorllocation (matrix or poresfpeds)
Stream Gauge
Other
Depth to free water.
Secondary Hydrology Indicators (2 or more required):
Oxidized Root Channels (upper 12")
Water~stajned leaves
X local Soil Survey Data
FAC - Neutral Test
X Other: Hvdraloov determined from prior determination" March 2003.
Neighbor confirmed that wetland area is satuated atl winter
(anthiUs)
DETERMINATION
Comments:
t- ~~..,.,.j"",~.
f'ia \;1 I'.,"...... -. ~
APR - 8 2010
Original submittal
PATRICK S.1I'PSON CONSULTIN~. ,c. WETLAND DETERWTION DATA FORM
Date: 9/22104 File #: U
Det By: PtlCC
Plot #: 4
County: lane
Project/Contact: Brandt-Drurv Delineation
Plant Community pasture and wooded oasture
Plot location: 300' south of north orooertv tine
Do normal environ. conditions exist? YES: X NO:
Has vegetation: SoIl . == Hydrology:
Explain:
.Domjn~nt Soecies
TrP.P.!;tmtu1l'!
Total Cover: 0%
,.
2.
3.
4.
Saol!nolShrub Stmtum
Total ('..over 50%
1. Rubus discolor
2.
3.
4.
5.
been significaOt/y disurbed?
ExpIajn:
VEGETATION
jlndicatorl DominBnt!=:~$1
Status % Cover Herbaceous Stratum
Total Cover: 50%
1. Festuca arundinacea
2. ApIDDVlDIJ reoens
3. Phleum matense
4.
5.
6.
7.
B.
9.
10.
11.
Percent of DominanlSpecies that are OBL, FACW, FAC:
Other Notable Species:
Criteria Met? YES:
Map Unit Name: Cobu!<{"Urban Land Comolex
Taxonomy: Pachic Ultic Araixerolls
Depth
0-18-
Hydric Soil Indicators:
Criteria Met?
RecamM o~
x
Fiek:lnAt;l
Horizon
Matrix Color
AP/A12
10YR3J2
Histosol
Hlstic Epipedon
Sulfidic Odor
Reducing Conditions (test positive)
Gleyed
Redox. Features (w lin 10")
YES
NO ~
Recorded Data AVailable:
No Recorded Data Avaaable
Depth of inundation:
FACU-
NO: X
I
50% I
i
I
I
I
Q%
SOILS
Drainage Class:
On Hydric Soils list?
MWD
No
INC:
YES - Conser
Redox Concentrations.
x
Redox Depletions.
Texture .
Aerial Photos
slinhttvstickv
BAB
Concretions I Nodules (w I in 3"; ). 2 mm)
High organic content in surface (in Sandy Soifs)
Organic streakings (in Sandy Soils)
Organic pan (in Sandy Solis)
listed on Hydric Soils list
Other:
. abound.Jsizelcontrastlcolorllocation (matrix or pores/peds)
HYDROLOGY.
Stream Gauge
Other
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
Cmeria Met? YES NO ~
WETLAND?
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:
DETERMINATION
Comments:
Does not meet criteria
~l~"'r",ived.
APR - 8 2010
Original Submittal
I Indicator
j Status % Cover.
FAG- 50%
FAG- T
FACU T
Structure
j
I
I.
I
PATRICK S. WPSON CONSULTING' WETLAND DETER.TlON DATA FORM
County: Lane
Project/Contact 8randl-Drurv Delineation
Plant Community PEMC/PFQC wetland
Plot location: 14' west of U~
Do normal environ. conditions exist?'
Has vegetation:
Explain:
YEs:~
s"t _Hydrology:
Dominant Soer:ies
Jree Stratum
Total Cover: 25%
1. Fraxinus latHo/ia /2!i" 0ameterl
2.
3.
4.
SaDfino/Shrub Strn1um
Total Cover:
1. Rubus laciniatIJ,,,
2.
3.
4.
5.
Percent of Dominant Species that are OSLo FACW, FAC:
Other NOtable Species:
Criteria Met? YES: X
Map Unit Name: Pen,ora
Taxonomy: Tvoic HaofaolJolls
Depth
0-<1-
6-18~
Hydric Soil Indicators:
x
Clitena Met?
Recorded Da~
X
Field nata
Horizon
Matrix Cofor
~l:!
A12
10YR312
10YR3/2
Histosol
Histic Epipedon
Sulfidic Odor
Reducing Conditions (test positive)
Gleyed
Redox. Features (w I in 10")
YES X
NO
Recorded Data Available:
No Recorded Data Available
Depth of inundation:
Pimary Hydrology Indicators:
Inundated
Saturated in upper 12 inches
Water Marks
DriftU~es
Sediment Deposits
Drainage Pattern
Criteria Met? YES ~ NO
WETLAND?
YES
x
NO
NO:
I Indicator
I Status
I
I FACW
I
I
I
I". I
I FAClJ+l
I I
I I
I I
I I
66%
NO:
Date: 09/2ir04
Fae#: W
Dei. By: PtICC
Plot #: 5
Explain:
been significantty disurbed?
VEGETATION
I Dominant Soecies
% CoverlHerbaceous Sffatun!
ITotaI Cover: 100%
25% I 1. Alooecuros oratensis
I 2. Fesiuca arundmacea
I 3. Juncus oatents
I 4. Juncus eflusus
I 5.
I 5.
T I 7.
I 8.
I 9.
I 10.
I 11.
I Ind""'", 1 I
I status % Cover
FACW I 65% I
FAc.. I 30% I
FACW.I T 1
FACW I T I
i I
I I
I
I
I
I
I
SOILS
Drainage Class:
On Hydric Soils list?
SPD
YES
INC:
Redox Concentrations"
7.5YR4I4 (c02\
Aerial Photos
Dept to Saturation:
Redox Depletions*
Texture
StrucIure
lnot~
Islickv
p:ranular
SAB
I
I
x
Concretions / Nodules (w / in 3"; > 2 mm)
High organic oontent in surface ( in Sandy Soils)
Organic streakings (in Sandy Soils)
Organic pan (in Sandy Soils)
Listed on Hydric Soils List
Other:
* abound.lsizeJcootrastlcolortlocation (matlix or pores/peds)
HYDROLOGY
Stream Gauge
Oth",
Depth to free water:
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: HyClrolon" ~~p.~ined from prior dpt~rrnination. March 2003.
Neighbor oonfinned that wetland area is satuated aU winter
anthills
DETERMINATION
Comments:
~ete ~eceiv,=':l.
APR - 8 2010
Orlglnal Submittal
PATRICK S. .MPSON CONSULTIN~:" WETLAND DETEWATION DATA FORM
Date: 9122104 File #: U
Del By: PtICC
Plot #: 6
Coumy: Lane
Project/Contad: Brandt-Drurv Delineation
Plant Community P!I.sture and wooded castors
Plot location: 30' west of eastern I?rooertv 600
Do normal environ. conditions exist? YES: ~ NO:
Has vegetation: SOIl: _ Hydrology:
Explain:
Dominant Soecies
Tree stratum
Total Cover: 0%
,.
2.
3.
4.
$8p1iJ)offihhlh !=:tmtum
Total ('..over- 60%
1. Rubus' adniatus
2. Rubus Drocero~
3.
4.
5.
Percent of Dominant Species that are OSL, FACW, FAC:
Other Notable Species;
Criteria Met? YES:
Map Unit Name: Dixonville-Philomath-Hazelair ComlJlex
Taxonomy: Pachic U!tic Amixerolls
;.0-18"
Depth
I Horizon
IAP/A12
i
I
I
10YR312
MalrixColor
Hydric Soil Indicators:
. Criteria Met?
BP.f"'..orded Data
X
FieldDma
Histosor
Histic-Epipedon
. Sulfidic Odor
. Reducing Conditions (test positive)
Gleyed
Redox. Features (w I in 10~)
YES
NO
x
Recorded Data Available:
No Recorded Data Available
Depth of inundation:
Pimary Hydrology Indicators:
Inundated
Saturated in upper 12 inches
Water Marks
Drift Lines
. Sediment Deposits
Drainage Pattern
Criteria Met? YES NO ~
WETlAND?
YES
NO
Ilndicator
1 Status
I
I
I
I
I I
1 FACU+ I
I FACU I
I
I
I
NO: X
Explain:
been significantly disurbed?
VEGETATION
I DOfl'linant ~oedP.s
% Cover Herbaceous ~tratum
. TotaICover: 40%
1.l!orosfisSSD.
2. F8stuca 81l1ndinacea
3.
4.
5.
6.
7.
8.
9.
10.
11.
20
40
25%
SOILS
Drainage Class:
On Hydric Soils list?
MWD
No
INC:
Redox Concentrations.
Aerial Photos
Redox Depletions.
Texture
s1iohtlvslickv
Concretions I Nodules (w f in 3"; > 2 mm)
High organic content in surface ( in Sandy Soils)
Organic streakings (in Sandy Soils)
Organic pan (in Sandy So~s).
Listed on Hydric Soils List
Other:
. abound.lsizeJcontrastfcolor1locatiorl (matrix or poresfpeds)
HYDROLOGY
Stream Gauge
Dept 10 Saturation: <18"
x
Depth to free water:
Secondary Hydrology Indicators (2 or more required):
Oxidized Root Channels (upper 12")
Water-stained Leaves
local Soil Survey Data
FAC - Neutral Test
Other:
DETERMINATION
Comments:
Does not meet criteria
n",t", h'~r:p.ivt::J.
I Indicator ~ I
Status l % CovP.r
I .
I FAC I 10%
i FAG- j. 30%
f
I
I
I
I
I
I
I
I
YES . Panther
Structure
SAB r
I
1
.1
O\her
APR - 8 2010
Original submittal
PATRICK S. T.PSON CONSULTING - . WETLAND DETE"ATION DATA FORM
County: Lane
ProjectfContact: Brandt-Dru]V Delineation
Plant Community PEMC wetland
PloUocation: 18' ",ruth (If IIn R
Do normal environ. condffio~s 'e~?
Has vegetation:
Explain:
YES:~
Sool _Hydrology,
Dominmrt Roecies
Trae Stratum
Total Cover: 25%
1. Fraxinus fafifalia {2S" diameterl
2.
3.
4.
Sapl!nalShrub Stratum
TntalC'..nver.
1. Rubv.'S I aciniatus
2. Rubus OIOCefUS
3.
4.
5.
Perrent of Dominant Species that are OSl, FACW, FAG:
Other Notable Species:
Criteria Met? YES: X
Map Unit Name:
Taxonomy:
Pennffi
Tvoic -HaolaouoUs
Depth
Horizon
Matrix Cokx
0-2"
2-18"
A~
A12
I
I
10YR 3J2
10YR3I1
Hydric Soil Indicators:
x
Histosol
IHistic Epipedon
Jutfidic Odor
~educing Conditions (test positive)
GJeyed
Redox. Features (w I in 10")
Criteria Met?
YES X
NO
BecordAd Dam
x
Fleldn~e
Recorded Data Available:
No Recorded Data Available
Depth of inundation:
Pimary Hydrology Indicators:
Inundated
Saturated in upper 12 inches
Water Marts
DriflLines
Sediment Depos~s
Drainage Pattern
Criteria Met? YES X NO
WETI.ANO?
YES
x
Ilndicator
I Status
FACW
I
I
I
I I
I FACU+ I
I FACU I
I I
I I
I I
NO:
NO:
66%
Date: 09;22104
File#: W
. Det. By: PtICC
Plot #: 7
Explain:
been significantly disurbed?
VEGETATION
Dominant S~!t
% Co\l'er : .._.~_.__.lS Stratum
Total Cover: 60%
25% 1. AloOftCUms aratensis
2. Festuca arundinacea
3.
4.
5.
6.
T 7.
T 8.
9.
10.
11.
I Indicator
I Status
SOILS
Drainage Class:
On Hydric Soils list?
SPD
YES
INC:
. Redox Con.......,'u..uu,..s*
Redox Depletions*
TexIu",
Structure
not.SticIN
s1iclv
_granular
ISAB
I
I
110YR4I6and7.5YR4/4 (mD2)
I
I
Aerial Photos
Dept to Saturation:
NO
x
Concretions / Nodules (w I in 3~; > 2 mm)
High organic content in surface ( in Sandy Soils)
Organic streakings (in Sandy So~s)
Organic pan (in Sandy Soils)
listed on Hydric Soils list
Othec .
* abound.lsizelcontrasUcoIorllocation (matrix or pores/peds)
HYDROLOGY
Stream Gauge
Other
Depth to free water:
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: Hvdroloav detennined from prior detenninatio., March 2004.
Neighbor confinned that wetland area is satuated all winter
anthills
DETERMINATION
Comments:
l' lOwer than Uo 8
Date Received:
AI'lK - H zmo
Original Submittal
FACW
FAC-
%cOVP.rl
I
70% J
30% J
I
I
I
I
I
I
~
PATRICK S. TWSON CONSULTING - WETLAND DETERM.TION DATA FORM
County:. Lane
Project/Contact Brandt.orury Delineation
Plant Community ~sture and wooded oaslt!re
Plot location: 60' west of eastern ~ror;!8rN line, near base of slooe
Do normal environ. conditions exist? YES: ~ NO:
Has vegetation: Soil: _ HYdrology:
Explain:
!1Om~nant Soer..ies
T~Strattm1
Total Cover:
20%
Frmdnus /atifolia (25" diameter!
CaMus comma
,.
2.
3.
4.
pl'mlif!O!Shrub ~
Total Cover, 70%
1. Rubus~rus
2. Rubus fadniatus
3.
4.
5.
Percent of Dominant Species"that are DBL, FACW. FAC:
Other Notable Species:
Criteria Met? . YES:
Map Unit Name: Dlxonvllle-Phltomath--Hazelair Comolex
Taxonomy: Pachic Ultic Araixerolls
Depth
"Horizon
Matrix Color
0-18"
AP/A12
I
10YR 312
I
I
I
Hydric Soil Indicators:
Histosol
Hlstic Epipedon
Sulfidic Odor
Reducing Conditions (test positive)
Greyed
Redox. Features (w I in 10'')
Criteria Met?
YES
NO~
Recorded Data
X
Field Dala
Recorded Data Available:
No Recorded Data Available
Depth of inundation:
Pimary Hydrology Indicators:
Inundated
Saturated in upper 12 inches
Water Marks
, Drift Lines
Sediment Deposits
Drainage Pattern
Criteria Met? YES NO ~
WETlAND?
YES
NO
Dale: 9122/04
File #: ..!:!..--
Del By: PtICC
Plot #: 8
beerI significantly dlsurbed7
Explaj~:
VEGETATION
ndicator I Dominant S~Jp.s
Status % Cover HerhaceoI.Jg ~um
Total Cover: 30%
FACW 20% 1. ~erisradJcate
FACU T 2. Festuca arondinacea
3.
4.
5.
6.
FACU 70% 7. .
FACU+ T 8.
.9.
10.
11.
33%
NO: X
SOILS
Drainage Class:
On Hydric Soils list?
MWD
No
INC:
YES - Panther
Redox (.................""..00$..
Redox Depletions"
Texturn
Nolslicl<v
Concre'lions I Nodules (w I in 3"; ::. 2 mm)
High organic cordent in surface ( In Sandy Soils)
Organic streakings (in Sandy Soils)
Organic pan (in Sandy Soils)
Listed on HYdric Soils List
Other:
.. aboundJsizelcontrastlcolorllocation (matrix or poresJpeds)
HYDROLOGY
Aerial Photos
Stream Gauge
Dept 10 Saturation: <18"
Depth to free water:
Secondary Hydrology Indicators (2 or more required):
. Oxidized Root Channels (upper 12')
Water-stained Leaves
Local Soil Survey Data
FAC - Neutral Test .
01her.
DETERMINATION
x
Comments:
Does not meet criteria
Dd<:- p,,!,,~hll!~J:
~.t;;I !~~....-"
APR a 8 2010
OrigInal submittal
I Indicator I
I Sfatus % Cover
I I
I FACU I T
I FAC- I 30%
I I
I I
I I
I I
I I
I I
I I
I I
I I
L_smdure
Olhe,
.
.
.
ATTACHMENTB
e~t~ Reeeived:
APR ,,8 lOID
Orlglnal Submittal
.
.
cugti ~ Ul ~
.
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: 0
MAX 90 OR ABOVE: 0
MIN 32 OR BELOW: 0
MIN 0 OR BELOW: 0
[HDD (BASE 65)
TOTAL THIS MO. 143
DPTR FM NORMAL 28
SEASONAL TOTAL 163
DPTR FM NORMAL -28
[CDD (BASE 65)
TOTAL THIS MO.
OPTR FM NORMAL
SEASONAL TOTAL
DPTR FM NORMAL
1
-31
.329
88
[REMARKS]
#FINAL#
STATION:~~
MONTH: \ SEPTEMBER \
YEAR: 20n~. J
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
HAIL
GLAZE OR RIME
BLOWING DUST OR SAND:
VSBY 1/2 MILE OR LESS
SMOKE OR HAZE
BLOWING SNOW
TORNADO
3
SNOW, ICE PELLETS, HAIL 4
TOTAL MONTH: 0.0 INCH 5
GRTST 24HR 0.0 6
GRTST DEPTH: 0 7
8
[WEATHER - DAYS WITH] 9
X
0_01 INCH OR MORE: 8
0.10 INCH OR MORE: 6
0.50 INCH OR MORE: 2
1.00 INCH OR MORE: 0
CLEAR (SCALE 0-3) 8
PTCLDY (SCALE 4-7) 15
CLOUDY (SCALE 8-10) 7
[PRESSURE DATA]
HIGHEST SLP 30.39 ON 21
LOWEST SLP 29.72 ON 18
Please note that this information is preliminary and unofficial.
Official and certified climatological data can be accessed at:
National Climatic Data Center
Date Received:
APR - 8 2010
Original Submittal
http://www.ocs.orst.edulpub jtp/climate _ dataJdaily/lcd/eugene/eug0904.txt
10/13/04
.
.
.
Page 2 of 2
MONTH: JANUARY
YEAR: 2003
LATITUDE:. 44 7 N
LONGITUDE: 123 13 W
[TEMPERATURE DATA]
[PRECIPITATION DATA]
AVERAGE MONTHLY: 45.2
DPTR PM NORMAL: 5.4
HIGHEST: 61 ON 23
LOWEST: 29 ON 18
TOTAL FOR MONTH:
DPTR FM NORMAL:
GRTST 24HR 1.03
6.67
-0.98
ON 29-30
SNOW, ICE PELLETS, HAIL
TOTAL MONTH: 0.0 INCH
GRTST 24HR 0.0
GRTST DEPTH: 0
[NO. OF DAYS WITH] [WEATHER - DAYS WITH]
MAX 32 OR BELOW: 0 0.01 INCH OR MORE: 16
MAX 90 OR ABOVE: 0 0.10 INCH OR MORE: 12
MIN 32 OR BELOW: 7 0.50 INCH OR MORE: 6
MIN 0 OR BELOW: .0 1. 00 INCH OR MORE: 0
[HDD (BASE 65)
TOTAL THIS MO. 606 CLEAR ( SCALE 0-3) 2
DPTR FM NORMAL -163 PTCLDY (SCALE 4-7) 9
SEASONAL TOTAL 2438 CLOUDY (SCALE 8-10) 20
DPTR PM NORMAL -266
[CDD (BASE 65)
TOTAL THIS MO.
DPTR FM NORMAL
SEASONAL TOTAL
DPTR PM NORMAL
o
o
o
o
[PRESSURE DATA]
HIGHEST SLP 30.48 ON 5
LOWEST SLP 29.84 ON 22
,.
SYMBOLS USED IN COLUMN 16
1
2
FOG
FOG REDUCING VISIBILITY
TO 1/4 MILE OR LESS
THUNDER
ICE PELLETS
HAIL
GLAZE OR RIME
BLOWING DUST OR SAND:
VSBY 1/2 MILE OR LESS
SMOKE OR HAZE
BLOWING SNOW
TORNADO
3
4
5
6
7
8
9
X
Date Received:
APR - 8 ZOlO
Original submittal
-
http://www.ocs.orst.edu/pubJtp/climate_data/daily/lcd/eugene/eugOl 03 .txt
10/13/04
.
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
[CDD (BASE 65)
TOTAL THIS MO.
DPTR FM NORMAL
SEASONAL TOTAL
DPTR FM NORMAL
o
o
D
o
[PRESSURE DATA]
HIGHEST SLP 30.45 ON 3
LOWEST SLP 29.69 ON 13
[REMARKS]
Page 2 of2
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
Date Received:
I
APR - 8 20ID
http://www.ocs.orst.edu/pub _ ftp/climate_data/daily/lcd/eugene/eug0203.txt
Original Submittal
10/13/04
"
.
[TEMPERATURE DATA]
AVERAGE MONTHLY: 49.2
DPTR FM NORMAL:. 2.9
HIGHEST: 78 ON 30
LOWEST: 32 ON 2
[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]
484
-80
3543
-340
.
.
Page 2 of2
MONTH: MARCH\
YEAR: 2003 -)
-Lh~~~UU~; q4 7 N
LONGITUDE: 123 13 W
SYMBOLS USED IN COLUMN 16
1 FOG
2 FOG REDUCING VISIBILITY
TO 1/4 MILE OR LESS
3 THUNDER
4 ICE PELLETS
5 HAIL
6 GLAZE OR RIME
7 BLOWING DUST OR SAND:
VSBY 1/2 MILE OR LESS
8 SMOKE OR HAZE
9 BLOWING SNOW
X = TORNADO
Date Received:
APR - 8 2010
Original submittal
http;llwww.ocs.orst.edu/pub_ftp/climate _ dataldailyllcdJeugene/eug0303.txt
[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
[WEATHER - DAYS WITH]
o
o
1
o
0.01 INCH OR MORE: 25
0.10 INCH OR MORE: 15
0.50 INCH OR MORE: 4
1.00 INCH OR MORE: 0
CLEAR
PTCLDY
CLOUDY
(SCALE 0-3) 2
(SCALE 4-7) 14
(SCALE 8-10) 15
o
o
o
o
[PRESSURE DATA]
HIGHEST SLP 30.48 ON 28
LOWEST SLP 29.28 ON 14
10113/04
. 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 l. M M
16 57 44 51 1 14 0 O. 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
COLUMN 17 PEAK WIND IN M.P.H. Date Reoeived:
PRELIMINARY LOCAL CLIMATOLOGICAL DATA (WS FORM: F-6) , PAGE 2 APR -8 2010
STATION: EUGENE
MONTH: APRIL Original Submittal
http://www.ocs.orst.eduJpub_ftp/cIimate _ dataldaily/lcd/eugene/eug0403. txt 10113/04
.
.
.
Page 2 012
YEAR: 2003
LATITUDE: 44 7 N
LONGITUDE: 123 13 W
April '2-00~
(TEMPERATURE DATA]
[PRECIPITATION DATA]
SYMBOLS USED IN COLUMN 16
AVERAGE MONTHLY: 49.4
OPTR FM NORMAL: -0.4
HIGHEST: 69 ON 8
LOWEST: 35 ON 25
TOTAL FOR MONTH:
DPTR FM NORMAL:
. GRTST 24HR 1.15
5.62
1. 96
ON 23-24
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
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: 24
MAX 90 OR ABOVE: 0 0.10 INCH OR MORE: 15
MIN 32 OR BELOW: 0 0.50 INCH OR MORE: 4
MIN 0 OR BELOW: 0 1.00 INCH OR MORE: 1
[HDD (BASE 65)
TOTAL THIS MO. 459 CLEAR (SCALE 0-:3) 1
DPTR FM NORMAL 16 PTCLDY ( SCALE 4-7) 13
SEASONAL TOTAL 4002 CLOUDY ( SCALE 8-10) 16
DPTR PM NORMAL . -324
(CDD (BASE 65)
TOTAL THIS MO.
DPTR PM NORMAL
SEASONAL TOTAL
DPTR FM NORMAL
o
o
o
o
[PRESSURE DATA]
HIGHEST SLP 30.26 ON 18
LOWEST SLP 29.56 ON 12
(REMARKS]
Date rteeeivtld:
APR - B 2010
OrigInal Submittal
http://www.ocs.orst.edu/pub_ftp/climate_ data/daily Ilcdleugene/eug0403.txt
10113104
. .
.
.
A'l"l'ACHMENT C
Date R@eelved:
APR . 8 2010
Original submittal
. ~
.
.
Photo 1 - Looking south toward wetland from north side of property. Blackberries on the north
side of the wetland, looking across the pasture area wetland into the forested wetland. The steep
hillside is noticeable in the background.
Photo 2 - South side of the forested wetland/upland boundary. Staking shows~Efficeived:
changes at the boundary with the blackberries occupying the upland areas and grasses iIi the.. .
wetland.
APR .. 8 2010
Ori~if1!~\ ~Y!imllt!il!
o
:::1.
:!fa.
:>l
I!!!.
'S>
'c:
IU
3
;;:;:
,-
'!l!.
Photo 3 (Above) - Shows the western property line
(fence) where the wetland extends off site, Adjacent
wetlands are slightly lower and have a longer hydro-
period than wetlands on the subject property.
.
Photo 4 (Left) - Looking north across the wetland
toward the apartment on the subject property.
Wetland/upland boundary is at approximately the
blackberry line.
.
.
Ronald J. Derrick P.E.
410 NW Maxine Ave.
Corvallis, Oregon 97330
PfI. 541-913-0220
Fax. 541-75U563
September 15, 2004
Me Michael Brandt-Drury
7906 Thurston Road
Springfield, Oregon 97478
RE: LIMITED GEOTECHNICAL INVESTIGATION
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 engin.....;.." 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 Descriotion
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 Sl'....;d~ portion of the property
pertinent to this investigation is located in the ......:...1 portion of the property, see Figure 1. The
project site is flat and covered with short grass.
The proposed site develol'.......; is for two duplexes and one fourplex multi-family structures with
associated parking and utilities.
Investiaation Summart
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 Agricultural (USDA)
Soil Conservation Service
Oat~ R~{;eived:
APR .. 820m
Orlglnel eUbfnlital
.
.
6595 Main Street
Page 2
USGS Geologic Map of Oregon, USGS 1991
o Relative Earthquake Hazard Map of Eugene-Springfield Metropolitan Area, IMS-14, Oregon
Department of Geology and Mineral Industries (DOGAMI) 2000
o Three backhoe test pits were advanced on site in the location at the approximate locations
shown on Figure 1. The test pits were dug to a maximum depth of 7.5 feet below existing
surface grade.
Oregon Department of Water Resources Well Logs (attached)
The USGS Quadrangle Map shows the site an approximate elevation of 520 feet above MSL. The
soil survey indicates that the 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 thick topsoil zone underlain by rounded gravel set in a sandy sin and clay
matrix to a depth of 4- to 6-feet before encountering a zone of obar-runo 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 depth of 2.5 feet and the water rapidly infiltrated
iridicating 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 H_:__:..... 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 the subject site and the potential seismic hazard
for the site is low.
Well logs from the general vicinity of the site indicate alluvial sediments consisting of silts and clays
underlain by sands and gravels at 4- to 6-feet below surface grade. The static water level.,,"~~,,";ed
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 than
8 feet below the surface grade at all times of the year as there was no observed seepage and no
indication of a fluctuating water table was observed in the 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 the 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 depth are suitable for an allowable bearing capacity up to 1,500
pst. The expected static groundwater level is below 8 feet and will ~ adv~~ ~~~~1:1:
,
~
APR '" 8 20lD
Original ~UDIYiIltI!lI
.
.
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 Ct....:.. ,ll; moist. F .v..c...;.ies should
be impl~...",..;",j during foundations excavations to mitigate soil moisture fluctuations by covering
with plastic sheeting or a p, v;","';;ve compacted aggregate layer at least 4-inches thick. 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 I''''.;;,.....'''J on
the site, it is anticipated that infiltration of surface storm 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 develo,...,.:...; or site conditions change, or a su;"';"'.;;al amount of time goes by between our
site investigation and site development, we reserve the right to review this ''':'I'w,; 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.
Date Received:
APR - 8 2010
Original Submiltpl
.
.-
.
.
*~
...............
, ~ ,/ '\ :1
~:! /r,1 i.1
~. 0- ,i
II' / ~
/ '~
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. ~;:. II J ' .. : "'~-'FX n~. .:::v- t-'-- ~ -,-~. ---::.-===,= ~","",,-...,=.. _..~... ,:.-==:::,:,,7x"';;;;-+ .J - "i-...:ft~...-c;::.-<~...;;-
CEX ~/--'- - + --=-EX W=- -=- -=- -=-EX W~~~.:. ~~' - - --'~ ~-, - -;- ~ . , . --~---. ,-- <=-,' ---- -. i, :1- i::~~AR~ .~Pi. lot
./'; r I ~.. ^ .. - .. " .. . I.. '" EABEMENT .. ~
,rj I ~ + :, .. ~_ ~------':'_-------~-~-",~-------.k-J I, ,....
66th ST t:i ...or';-. '~'- '=' , .' '=,' I :~'J ,. ,~------, ~
I I '" R I 1-. ' <=.. " - - - . - - - .. . .. . . ..,... --: I 'I I" ----~ . I: 2.416 80 FT
"It 6:1:.< ','-_ "_ ,". < . . .' < t ~ -.....r-' "",,- (GROSS FLOOR
~~ 1 F .-,----:~~;:........... - ,....... j\'-' /r- ---~:=J~'- ---I"},..: j' ,. ./ -------1 AREA!
a: ~ <-:; -~- ~~: .... .>" ..~- .' ,.~. 13 . ~ .;.~ -' '..:.'::~ ~.-_--. tn.. 76' J~j~~~. \- ." .I: .: i'. ~ '. . ~ _3 ~'.- 2
! ,.. .... ,.. . "iI ,,-. '~COMP1i:T' ., ,. ..,- ,. ,.--,_____.J
-:-1 /", . " ~.//y','20V/)< Q.~ ~ ~ ~ ~ I L~:;':i-151.. :'(j'j' , i '~.; r' ,'. .
i & <5 ":" '\J 18~.f7 Sf',Sa> j ~ 30' :"iU"'_,,"T'.'L~'" _ l~~ "-
,t -.. ': ~ ~ SAE ~.'~-:-: ::.- .':.:-"'.. --1~.'-.t'J::1. ,-.-fr
:I EXlSTIKi ~ ;(,,)8)</<; 20' l~.;.-", PFJ,~lfD
ACTIVE Ifr STRUCTLfiE.... ><':l / ' .. s.'x!2:.,S _ 3,936 SO FT TP 2 ' . r-- 1....- . ' .. J
I I RECREATION '. (fOREMAN)( ~ ,,7, . _ (GROSSFLOOR. ~ --~..,- ;0-........ .a" _ ".C
-I 2'~FT ~'Vio"r ~>6'? .;;~ AREAl Pf 1i'!I!iII. Y/////.":.~.I...I'. '..'.' .:,:.<.::..".,.;,1
I ,,~."" - . ~ ," '" ." 'w/Zvj". I . , . .. ... -----,
':_T, ~ Q; '^ " -s:.~ ; -"-." ':'-"T;. -... ':--~:~.":ri1;': -1..'f....~._S\'(...f:.... '",'5 6 I
I '>'V')<20;y:,;<.6,( . ", , ~ ,'::Y.. '1..12.'. .,,;,,' -. .. _ . I PROPOSED
I .:...--'" -n x../IB x ,< . 6'.x61 --.J. --:-;'. .C J ." I. .~. DUPLEX
-I. L \].. ~ -'-~ ":':'7" ~ ~ ~.i:. I .;, .1...'. .' ------~ 2AI68OFT
. ,. - ---- "'... =-----..~- .'.1.1' (GROSS flOOR
, ,. ,', ,', .--~...,--L> ...... ,g../I..- '72..,. ...c.8 I AREA!
I -< '.'.',..' TP-3"':' ....-'---.~...""'n.-'-I.75.... ..', . . ..,. 7 I
;l~J · -a'8TM. . ~.1M /- L ~___.",. _ _~I'lo:,~,',i'J,:~-';9;J~'.'.1----oate ~e(eived:
I :,~P") ) >=T'. ,[4 I. t A.~ ~R ?~m
y ,. i' I j .. ...
l,.j , : Original Submittal.
I
I :
~
=~" iJ;\
+ " ('
(;+ \,
11\1
1111
II11
...
t:illl
I~
II~
11II
till
;I~
II~
1I11
"I
;Q'
'"
"
~ >-
CIl ~
I
~ ~
:J:
;j i;i
>:
!:!
u
::t
~
66' PAIWG
80' RIGHT-oF-WAY
l.
I
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q
~
is
~
~
~
',. /liil '
,.
~
~
~
~
~
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1..1... .
FIGURE 1 - SITE PLAN
, ,
.
.
OREGON DEPARTMENT OF
WATER RESOURCES
WELL LOGS
Date R@eeived:
APR ~ 8 laID
Original Submittal
I
.1
j
,
I
~
LAN\:::
"STATEOFOREGON .0'144
WATER SUPPLY WELL REPORT.
. (uroqUocl by ORS m.76S)
1Ddrudi0ld for c:ompllltlftll thi. report a" OIllhe rut page of lbl. form.
')
(1) OWNER: W.U N_
N_ ~..'"JtI ~{e4J!A~
Addrou Y-i-:-r.IV~ ~6 r"'Jr
~lV <;"..If/IAld..1=,~~..I2. . S_ ~If
(l)-TVPi'OFWORK .----.-
W....WOU or ..,..:.~ OAltmllioo(ropoir~)OA .., ... '.o\
(3j .,lULLMJ!:IHU":
oRoloryAir oRoloryMud ~Cabl. oAugor
q~.
(4) PKOPOSED USE:
laDomoolic DC.. D~
LlThonllal OIDjoolloD au--
(5) IlUIlt 8UU; CUNSTKUCTlON:
SpociaI CCIlIIIUdioo ~oI oYu ~No DopdJ of ColqIllllocI WOU ..zJ:.n.
E>pIotivu_ DYu ijlNo Type -
BOLE SEAL
~ rr-,.. MaItrW,.... T. 8Mb....,.....
--./t? J!J d czl'1.Jtltf . 0 IJ I~
~ JL .1<
.~ C!2!Ln
oJnipli<la
0-
~
Medaod DA
IJIC 00 DE
DB
How wu oul~
o~
Bod:fiIl p1l1<Ol1_ _ n. 10_ fL
Gmelp__ __fL 10 fL
(6) CASING/LINEIl:
~ Fnm ,.. 0.... 8'"
CuiDg=---6 7-L 2L'gg. 181
o
o
o
18
MaloriaI
Size of.....l
- w..... ,........
0 III o.
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
Liol::r:
"'"'
FiDa1locatiOl1oflhoo(.). 1'1. _. .
(7) I'EKI"OIlATlONSlSCREENS:-.
Op"f- Medaod
os"".... Type
....
From. I'll .. .N_mIaa'. DIuadn
CMq
o
o
o
o
o
MalcrIaI
ToIol,1po
, -
~
(8) WElL TESTS: MlDlmum IesllDIl1lme Is 1 boor
OPluq>
ThY:
~ Bailor
Dnw4o..
If'
Flowing
OAlto.11II
n-
1m.
o Air
DrlD.......
.
WI!lLI.D.'L ".2-'7 ..- r'f,<
START CARD'..,(O '71 ,r,
(9) LOCATION OF WElL by lop! drsaiptloa:
. County LA NllF LoIi1udo LoogItudo
ToWDJllip 1 > '5" N or S Raoge "2. t:4J E or W. WM.
SocbOl1 ~"'" N.F .1/4 M #" 114
fuLol .I" / Lot Bloct S "., ::, .: ...
S_Addru.ofWoU(or__)Jr~- At.., &6 ,.~
li8) STATICWATEltEvgc,---. . __...__.__nU
9 fL below bod Ilriace.
AIlooi..pmaun: Ib."",___
(11) WATEIl BEAlUNGZOm'F:
Dale :V""'~
DIIo
DopIh.. wIUcb w_ wu fnt fouud
:Vi'
I From
J 7:-
I
I
I
I
(U) WElL LOG:
Gmmd ElovaliCll
'Bllltn...tNI Plow RaIe
6/'>
To
SWL
~
!U.
To
4<
It'
2~
'J3
,..,-
SWP. I
u....
o
o
o
o
o
I _ From
It;/' .s ,)/ 1. -:?
I!!"A A.,N >-I
1~I'f~Nr4'", d'..~ A.,,,, /1!
V~"'8n"""=D SAN07'6-P_I/' ::2~
~ND "'~"'J'''~ 7_'
I
I
I
I
I
I
I
I
I
I
I
I Ongmi II ~uon Imal_.
I I
Daleotartod ~:z.~9" L..:...l '2/:U<~J?
(UIlboadod) w..... wiil Coaotructa< CertfIkalIm:
ol.lu~~~..;;t:.:id,~":.;.;,;;;pp~...~U.~~~..
MaloriaI.uIOdODdIDf. ...,.:.. roportodabove.._ IolllebutofmytDow.......
ODd belief, .......
WWCN_
Oalo
~
~..
L i:llt1 r l:i~t;;I;y "J.
MAK U:> 1:1:1:1
.~D~
_ C ~n~ \
..-..~lEf: ;'i(fj{.'i,;~::~..y;",..l
& d!;M,g "._
... ........4
SiBDed
(booded) W..... Well ~dDr CertIIICllliCll:
h=pl....,....;bility for Ibe 00I1IInIdi00, oItendi.... Of ,,'",...,.... """"
,_c, .' .; 011 lhis well duriDallle ...,..:. . dsturoportodsbove. AU """"
p<ilfulDJO!! durieg lhi. time ,ill in COIJ!PIiaoce _ Oregcio ...- .upply woU
_ .". d' ,.. lbisreportllb1lelolllebutatmy :... "J:.I..lIDdbeUer.
~ " ~ WWCN_M:t
_ Siguod,., ~ ILh e?". _ Oalo ""/~ tf/?~
ORIGINAL & FIRST COPY-WATER RESOURCES lJEPARTMENT SECOND COPY-CONSTRUcrOR TlllRD COPY-CUSTOMFR
TomponlIun: of w_1.i . DopIhAneoi.. Flow Found
Wu . wM<<lPS!yIiI dooe? 0 Yes By wbom
Did any 111'.... taDtain wiler DOt JUltlble f<< iDtcodcd Ute? 0 Too little
OSIIly OMuddy 00d0r OColored O~
DopIh of mals:
~~!iB;~=~~~:~!:~~:~~F~~~~/ a;~
- :'/"\.1 1-1\ '~':~I- - .
(l)OWNERlPROJECT: WElL NO. TW-l' <:~I r:t-j O@illU€ATIONOFWELLBylegaIdescrlption
N,me Ca 1 vi n Ha 1 e - '\'kll Location: County Lane
Adrlress 1448 Cheek Street Thwnship T17S (N~e R3W (Eo~Section 36
City Spnngfleld.slJiliO OR lio .97477 I. Nj: IJ40f SF 1/4 of above section.
(2) TYPE OF WORK: '2. .Either Street addressofwelllocatioo 26QO Mai n Stre.et
Soringfield. OR 97477
or Tax lot number of well locatioo 17-03-36-/1.-1-700
3. ATfACHMAPWITHLOCATION.LO~"J.~.a..t.u. Map shall include
":"'rr--.":-~te scale and north arrow.
I BORE HOLE CONSTRUCTION * NOT A WELL *
'res No
ial Standards 0 IXJ Depth of ",,"'I'~ted we!! 20 ft.
.\h:a{T~
_a.. =
_",,' :;ili ~. . .,,;.ti
~~~%J:~ ~ :~~6~(J:~
.0: ..,:<3: .r::F'.<3: material
,. .1).,. . .1).,.
_;:'610: ~ oi'61o~ ","lded Threaded Glued
9'ttil . ~ .9.'tjil~ o. 0 Q
"".liP" ~_.'..'/i'" .
Pj;:<i ~~ B~~ Liner
tD\~. ~ ~.D\~.t diameter .. in,
-~fC%fl ~ ~ ~f@~~~ material
~..~..~.4.~..;;,. ~ ~ ~..?'.;'.;~.'.._..~.'...~.. "'"Olded. ThreaOded GlOUed
~"_~ ~ ~ "~ Gravels_ with somp
~l~:1 ~~:g~~I.; -:~:::Bentonite _ ~:~~-l:~:~ at I?"'.
1:<:l~.j1~~ ~1df: Amount 3/8" (400 lb~ I
~~'?;~~~ ~~;:;;~~i.. Groutweight14.11bsl ..G.\^~\,,'l~. n\^~v"l~ wI
. elt~:~~~ ~1_~:1i-1 Borehol.diameler gal. ~~nrl.
o.~~~l::2: ~ ~ K~"~~, 8 in.
~li"Q.'o ~.~ _ __
r- ~t.~'i. . .::' '.~. .;-:,".')Y':r ~~~ _ Bento~ p~ at least 3 ft.lhick
F::::----"""l ",,'~l.'. ;....{.r"!.'::i':::Wft_!J~' Screen __
1 ler ..... <3.....<;l. ':'.".. ."<..,,,. ...,. . - malena! ....--
a: . ..<>"....,.",... ..,.,.".......""g,."',
ro:'~11 ~~~~ .
./' ~ S:~f{;, "?/{,,;;;;\.Q:~~~ sUe ~
KJ New co~~~n
o Conversion
o AIterii1!oril~pairlReconditioD)
o DeePening . D! Abaudoumeut
(3) DRll.,LING METHOD
o Rolllly Air 0 RotarY Mud
KJ Hollow.StemAu~er 0 Other
o Cable .
T 'lIld surface
w"ter-tight
flush vault
~eal
_fL
ro-<
~ft.
(7) STATIC WATER LEVEL:
9 . 5 . F.t:. b.elow laud surface.
Artesian Pressure l~'-sq. in.
Date
Date
8/19/94
SWL
468'
Th SWL
6"
2'
Q'
1'"
.2.0'
I
I
I
I
I
I
I
9~f:~ ~€ :~!'!~~
I Ark ~ i lUlU
Signed
AU9/Q/I.
(5)
_ _ i.unb_~ndedtMonitor Well Constructor Certification:
I certify that the' work 1 peifonned on the construction. alteratioo,-or .
abandonment of this well is in compliance with Oregon well construction.
statldards. Materials used and information reported above are true to the best
- knowledge and belief.
(8) WATER BEARING ZONES:
Dep~ at which water was first faun" Q....!' I
I l"rom Th EsL t<low Rate
9.5' 20' I-300m
(9) WELL LOG:
Ground elevation
WELL TEST:
OPumP . OBat1er D Air~'
Permeabilitv Yield
Conductivitv - - PH
.'Thmperature of water 55 ('Fi: Depth artesian flow round
Was water analysis done? [l yes t:JNo
By wbom? Paci fi c Northwest Laboratories
Depth of strata to be aualyzed. From 9. 5 ft. to 20
RemMb: Grab water samole from hollow stem
-- .;'!:I F1owing~~ian .
GPM .
in.
--....:
I
JA~Ohrtlt
...en. ~ hprl
Material
From
MWC Number
l)al~
f!,
. cbO~d~) M01i.t~; Vokll Constructor Certification:
. I accept responSibility for the COnstruCtiOD. alteration, or abandonment
. work. performed on this well during the construction dates reported above. All
f1. work performed during this time is in compliance with Oregon well construction
aUQer$Utdard~':' Thisr is lruetotheb fmyknowledgeaudbeJief.
~--;fl~~ MWCNmnber 10288
Name of supervising GeologistlEngineer SteDhen Lawn Signed ~A.~ I)at. 9/19/94
OR1GINAL&F1RSTCOPY-WATERRESOUR~DEPARTMENT SEC C PY-C R TIIJlU)COl'Y-CUS'rOMER
o
rn.c.k.4l.\^avf> 1
fi"
..5..iltv rlRv _ hlRrk
?'
Q'
,,,,
ntigln' I !'l"b!roitl.1
Date started
All Q/q4
Complet~
," . :1-;';'
.
N"
.
.
.
.
LEGEND
-f'ftB-5
[Z]
.
'.'
,
.
o 10
30
,.-.-.-.-.-.-.-.-.1
..
5
20
(FEET)
RECEIVED
I
I
'fFormer
i Gasoline UST
-.i Location
i~.-.~-- *8-3
j L..____________.
I
r.-.-.-.-.-.-.-.-.-.-.J
i%
I ~07)
: 0//1
I
I
I
I
i Stearn Cleaning
. Area
HALE SITE, 2600 Main St., Springfield, Oregon
SITE PLAN
Bergeson-Boese ~ As~ociates, Inc.
Environmental Englneenng
65 Centennial Loop
Eugene, Oregon 97401
(503) 484-9484
..-_11-111.-- _ I.. "_I _1_:___ .
.-/ Former
~ Heating Oil
I x;;1- .: Location
Shed-! .8-il
I.....
! '~;.\
I
I
I
I
I
I
I
I
I
I
I
I
I
I
,
. .MAIN STREET
Soil Boring location and
Identification Number
Building
Property Une
_ _,,_ /I!,......u.. .,"-'--'-___"-.
r--J
'~'-
/ShOP~ i
~ i
I Former
'/ / i Location
//1
I
I
I
I
I
I
I
I
UST
I
I
I
: SEP 2 0 1994
I NATER RESOURCES DEP.1
I SALEM, OREGON
I . P - t
. Steam DISCharge om
! from Contiguous Property
I
Date ~$eelved:
APR - 8 2010
Original Submittal.
AGURE 2
IJOb Code: HALE-OI
CAOD Fila: F'SA\ LVt\.HALEOl
IScale:," ,; 30 fEET
Drown: ERIC GR6P~
Chack.d:STEPHEN~LA~
I Dote: 1/29/9"
. 'vp.~~ AUG 3 1 1999
STATE OF OREGON L".....
WATER SUPPLY WELL REPORT ? VlA1ER LERtMSOOURHE(;GtS Ui:PI
(utoOjUiredbyORSS37.76S) SA , ON
Instructions tor rollJl)IdiDI' lbiA report are 011 tbe lasl pqe of lblA Im-m.
(\
(1) OW~:A...,Q..I n WeUNumber
1'1.... ~\;!'~0~ 'S'rh=l (f):~. tLl'1
Addrrn ~~ 5 Mm ~
9!L~ ' s.... tj2 Zipq!:rfll
(1) TYP OF ORK
1l!1NewWell ODoepening OAlIenlliOO(repair/fe<OOOi'ioo)OAb . d... ..t
(:Ii DIlILLMETHOD:
!B'R-YAir ORolaryMDd Oeahle OAuger
DOdler
(4) I'ROt ""...... USE:
ODomeatic OConmmlty OIDW.1riaI OIrrigalioo +
q'lbonuol Olnjodioo pL_~Odler._-ks _'"
(~) IIOlU>liOU l.;UNSi'a(U(;llON:
SpecillICOllIIrudioo~a1 Oy..~No Deplluilc..,.,letedweU ~II.
. Explosives uoed 0 Y.. 81 No 1ypo Amoont
HOLE SEAL
DIamdar ,.... To MaWtaI p,.. TIt 8ad1a or,.....
\'2.. D 2D k~~ 0 2J:J 32-
Q '10 ~
(\
Boww..~pIaced: Mdbod OA DB DC OD DB
00 Odler a..; 9t' O~ ~D-.2.IQ-~
_ill p11COd from _ II. 10_ II. MalerioI
Gravolplacedfrom _..11. 10_ II. Sizeofgravol
(6) CASING/LINER: m
Dlmaeler From ,..GMIp S.... Plude w.... TIn....
(AainB--1- ~'l 1$ ~ ~ 8
10 0
10 0
10 0
10 0
Lioer.
III
o
o
o
o
o
o
o
o
o
o
o
f'\
Finallocatioo of Iboe(.)
iT) I'ERFURATIONSISCkEENS:
~Pedontioaa Mothod --5.kr
OSae... 1ypo .
Slot
~,.;; lji-
:i ~201
Malcrial
TIIoIpIp<
.... c.....
1lI
~
Iil
IX!
o
t)
I
-I
(8) WELL TESTS: MiDlmum testlnt\= .
tp{J( cwH>ur IV'a.t1 Flowing
gfP\uq> - 0 Bailor 0 Air 0 Ane.i...
YIelj uUmI. DrawdOW1l DrBI .... .. TIme
'M'l) q,? Ihr,
?,[,,!,\ I 0'1 ~ tJ
T__._.ofWaler ~l. DopthAne.illlFlowFound
w.. . waIor aoaIy.is dooo? 0 Yea By whom
Did any strata contain water DOC lAIitablc for intcoded UIe? 0 Too littk
OSalty DMuddy 00d0r OColured OOther
Depth of "'ala:
.
WEU.1.D." :2:2.545
START CARD, \\ lroRq
(9) l,OCATION OFWELL by legal d..mptlon:
County ~ Latibldo Loog;b1do
Townabie " S Nor S Range 7 ~ B or w. WM.
Scctim:::!14 Nil) 1/4 N€ 1/4
T", Lot:;:PO Let . Blode Subdivilion
S_Addm.ofWeU(or.......taddresa) ~ ~ s-W
~~lI-(S~ Q&. ~~-{l' ,
(ii) 'If. C ATERUVEL: ...1,....100.
2.q II.bolowland_ DaIe~
AnelianprCllUlO !b.po"quore iIlcIl. Dale
(11) WATER BEARING WNl!S:
Depth II which waIor WIll rnt_
2<;/
I
I
I
I
r
(U) WELL LOG:
Grouud E1ovali..
EJtimated Flow Ra1e
'J;fl
....~
+?cS
-t '''''5
-L-:-
ISWL
Zq
1"U1
Ie.'f
:~
From
~
'''2'
i<<
i'1.7
To
It"p
Ilo:t
fr,,'7
:1SI.J
u...
o
o
o
o
o
I MalerioI From I To
"""~o;1 f) l{
~J '!'.lM 1.m&J. <,~I'" ~ L\ ?2.
~J ......1~ J"2.?- "1~
r~l ;:f~'~~~ ~1 i~ --RS
1;-1.11 """ I S,,-.1 "".uy 1\1.\ '!-
a.....,1 ~.... \ \ CI 1.!7
G'nvhL.s..... <.~ \.,~ .\lI7l
.Gm-o..e I ""- ....,~ I;'~ }.. \ liD ..2P..
I~'~: l~~"
I
I
I
SWL
nEe 1 /; W11,
r'\. ,t"" I"'le ~-I'''-.,l.
fr.r\; ~ i ,~\I..., vow....
WA1tR~,-. ,
CW&M, QRE9'Or';'Q" ..
~Pi~ - i 2nl~
I VII!::llllall~ulJllll,~l.gJ-:--
Dalellar1ed~~1--I'lq _0lmp1e1ed --.adSICf<jl
(""bmded) W.....W.IIC~Cet1lll..dOD. . ... ~
I certify that the work I pedormcdoo the CXlOItruction, aJtcratim, or .-. .". .;.... ..._
of Ibis wolJ is in complianco wilh Oresoo w..... _Iy weD CODJInlctioo _
Malcri~.uoed lIDd inflll1Dlllion lCpOrtcd abovo ore truolo Ibo best of my knowledge
aDd belief. . .
WWC Number
Dale
>.I..........~ .........' ...........................~~
GEOTECHNICAL HOLE REPORT
, Jas required by OAR 69()..240-035) .
(1) OWNE~. /.. H~Number /L
Name ~...-C _: .~..... ~
Address ~..,--"'? 9 ~~ g.
City "".....~~~/ St.le ~.
(2) TYPE ()F
g:fNew DDeepening DAJleration (repair/recondition)[\f Abandonment
(3) CONSTRUCTION: .-
ORotmyAir o Hand Auger DHollow Slem Auger
ORotary Mud o Cable Tool %PuShProbe D01her
(4) TYPEOFHOLE:
reuncased Temporary 0 Cased Permanent
o Uocased Pennanent D Slope Stability D Other
(5) USE OF HOLE: . /
~ 77'..&..- r.;;' 4...1. ""
Z;p~...;Z
;
.~
.~
....---~..
(6) Bv"",,, nvLE CONSTRUCTION:
Special Construction approval D Yes ~n Depth?f Completed Holed!... ft
HOLE SEAL
Diameter From 1b ~att9U ~ From To
..1..5"1""/ ).-o/~(1.." ~I ~"}~'~
I I I I I
I I I II
Sacks or potDuls
-2.<\ 45.s.
I accept responsibility for the construction, alteration, or abandonment work
perfonned during the construction dates reported above. AU work perfonned
during this time is in compliance with Oregon's geotechnical hole construction
st.andards. This report is true to the best of my knowledge and belief.
/ License or Registration Number ;b~
Sign1!~~~./5..~.- Dale /D-c?J
- )? - - - ,,--, - - /'
Affiliation 7 ~<<,,~;'(/~ ~~;-
THIS REPORT MUST BE SUBMITTED TO THE WATER RESOURCES DEPARTMENT WITHIN 3fDAYslaet&MR~M~RK
I
FIRST COPY -CONSTRUCfOR SECOND C9fPlR CY1fom
Backfill placed from .::::::... ft to.....:::::.. fl
Fi1terPackplacedfrom~ ft to~fC.
Material
Size of pac...
Casil'~'
(7) CAS
Screen:
To Gauge Steel
I
I~
~ I
./,... I I
I I
/'
7
(8) WELL TEST:
o Pump DBailer D Air
Permeability Yield
Conductivity - PH
Temperature of warer ...55'" (ilt Depth anesian flow fou~d
Was water analysis done? ~Yes 0 "No
By whom? ~~
Depth of strata analyzed. From /Ii> ;'
Remarks:
o Rowing Artesian
GPM
ft. to
/~/
'17""".._... ~~
~
4A ",',4-
- >
()RIGINAL - WATER RESOURCES DEPARTMENT
-
'fh<<"'<<I
o
o
D
D
D
D
"-
......-- ft.
,-
.
(9) LOCATION OF HOLE by legal description:
County ~ ,/ - - - L- Latitude Longitude
Township ~" /;r- N o([)Range Ae-3 E O@WM.
Sec'ion . ~ A/e:" 114 S€ 114
Tax Lot -. Lot _ Block Subdivision
Street Address of Well (or nearest address) ~ 7' /P'?'ca.......: '~ c;;.:
~7'........~. ~~. -.
,;' ./ .
wi location Identified must be attached
(10) STATIC WATER LEVEL:
~ ' fl below land surface.
Artesian pressure ...-- lb. per square inch.
(11) SUBSURFACE LOG:
Date /0 -.;;7/-
Date
Ground Elevation
~()"
I Material Description From
I>l"AIl'/~~-.4...r..... ~.
I I 0'
I ~ .G _ ,J:,':.. sc..L.~
7'----:+--~ ' ~~. ~ /--:;z.r
~~?.. -~~_/._~
. <"...----...... ;-j'C: ~ 1-'
Dale Started /6 - ~ - 0" Date Completed
To S~
I"f .. I /,,2
I
I
I /o:~
/<> -~-o
~
(12) ABANDONMENT LOG:
I Material Description From To I Sacks or Pound
I _
~ --?/h"" ~~ 0" ~I".:JS) /~
c: JK:C(~U
) NUV (l 7 7nfl~
/ WA"ij:R RESbUR~Js' DEPT
Date started k -~~~ ~ D'le~MiOI}i>lO~-",
~ ...---.
ProCessional Certification
(to be signed by a licensed water supply or monitoring well constructor, or Orego
registered geologist or civil engineer).
ft.
':"i(linal Submittal.
tl
,
II
2'30"
5AooD
B70oo0
FEET
"74
J'
'J....
.
SITE TEST PIT LOGS
.
Date Re(:;eived:
APR ~ 8 lOlO .
Original Submittal
.TEST Pit LOG
By:RJD
.T PIT No.
1
. OF LOG:
08/28/04
Depth
In Feet
Sample I Moisture . In.situ Dry I
Type \COntent (%1 )ensity (pctf
uses Soil Description by ASTM Method 02488
o
Clav (CLl.
Dark brown,Ioose, slightly moist Topsoil
1
2
:3
Gravel (GM)
2" rounded gravel in a sandy silt matrix, dry to slightly moist
very dense
4
5
Gravel (GM\
4" rounded gravel with sand matrix, gray moist to very moist
very dense
6
7
8
Bottom of Test Pit @7.5'
No ground water or caving encountered
9
10
11
12
13
14
15
Date Received:
APR - e 2010
16
Original Submittal
17
'fEST PI1' LOG
By:RJD
.T PIT No.
2
.E OF LOG:
08128/04
Depth Sample Moisture In-situ Dry ~
In Feet Type Content (%) )ensitv (pet .
uses Soil Description by ASTM Method 02488
o
Clav (CLl
Dark brown, loose, slightly moist Topsoil
Soil appears 10 have been farmed in !he past
1
2
3
Gravel (GM~
Rounded gravel in a silty clay matrix with cobbles to 8", moist
dense
4
5
Siltv Clav (CLl
light brown, moist, firm to stiff, slight seepage at 5'
6
7
Bottom of Test Pit @ 6'
No ground water or caving encountered
8
9
10
11
12
13
14
15
6ate Ret\:eived:
APR = B 2010
16
Orlglnal Submittal
17
..
:nSST PIT LOG
By:RJD
.T PIT No.
3
. OF LOG:
08/28/04
Depth
In Feet
Sample . Moisture In-situ Dry I
Type Content (%) )ensity (p~
. .
uses Soil Description by ASTM Method D2488
o
Clav ICU
Dark brown, loose, slightly moist Topsoil
1
2
3
Sillv Clav ICU
Brown, moist, finn
good drainage
PP 1.51sf
4
5
6
GravellGMI
Rounded ~ravef in a silty day matrix with cohhlA~ tl'\ A... rn"i~t
7
Bottom of Test Pit at 6'
No ground water or caving encountered
8
9
10
11
12
13
14
Date RfJeelved:
15
APR ~ 8 2010
16
Original Submittal
17
".
.
Oregun
Theodore R Kulongoski.. Governor
.
Department of Transportation
ODOT District 05
644 'A' Street
Springfield, OR 97477
(54]) 744-8080
Fax: (54]) 726-2509
jeffrey.r.lange@odot.state.or.us
.\
March 01, 2006
James Branch
Branch Engineering Inc.
310 5th Street
Springfield, OR 97477.-4643
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
Subject:
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 manner. 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 otherwise provided in the Special Provisions, a Permit to Operate, Maintain
and Use an Approach shall ue 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 734-051-0 I 10;
(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
734-05 I -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 Date Received:
(e) By other operation oflaw.
APR - 8 2010
Original SUbmittal
..
.,
.'
.
.
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 successors 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, Maintain, 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)
eat" RifJeived:
APR = 8 lDlD
Original Submittal
FAX:
( )
Property Information
I AddreliS:
6696 Main Street
Sorlnafield OR 97479-7006
County:
Lane
HIghway:
McKenzie
I MllePolnl:
7.20
l.andmarKs:
Plan View
o~onDepe~ntiff/~~ ,
-u;;r
'P
Application Id: 3173
Highway Number:
PERMIT TO OPERATE, MAINTAIN AND USE A
STATE HIGHWAY APPROACH
MilePolnt: 7.20 Reason for Request: New approach
PERMIT NO: 51643
016
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Applicant Information
I N'J~mes Branch
I Company:
Branch Enalneerinalnc.
Addreas:
=
,
310 5th Street
Springfield OR 97477-4643
Route:
ORE126
.
Phone:
(541)746-0637
eMMall:
Engineering Station:
320+81
tslCle01 Hwy:
R
Natl !'-orest?:
Approach CIL is 9' West of N. 66th Street CIL
Effective Period
A permit to operate, maintain and use an approach shan be in effect for iU1 indefinite period of time unlessl
(a) revoked by mutual consent;
(b) Revoked for failure to o.bi.dc by the terms and conditionsl
(c) A change of use occurs lla set forth in OAR 734-051-0045j
(d) Safety or operational problems exi5t Il.8 set forth in OAR 734-051-0275;
(e) The highway facility issignificandy improved to meet classification of tbe highway, highway mobility standard
standards and safety criteria that are incol1sistent with ehe approach orj
(t) By other operation of law.
Failwe of the applicant to comply with any of the terms and conditions of the permit shall be sufficient cause for c;
the pennit and may result in removal of the facility by the Oregon Depl1nment of Transponatiol1.
The Permit is issued subject 10 the provisions of Oregon Administtauve Rules 734-051-0045 through 734.051..Q355,
reference made II part of this permit; and which are in effect at any particular time in the dwation of the pennit.
Specification
Widttl{W):
24.00ft
wrn~Wldth(X):
4.00ft
I PavIng Lmt(P1):
.00ft
I sur1{Ds):
33.00ft
I Culvert:
None
Sub 8ase Cr&e:
Angle (A):
90
Curb-Sdwlk(l<):
6.0011
Pavlngl.ml(P2):
.00ft
Diem; Len:
.001n .00ft
Thickness:
~aintenance of Aoproach
Prior to performing any malnte""nca work on tha approach, which will interfere with or interrupt traffic upon or along the highway, the applicant ehall obtain approval snd 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 Transportation or as assigned by a
Cooperative Cost Agreement.
BaseCrse:
19mm - 0 Allarellats Base (314" - 01
I LevelCl1le:
Iwearcrse:
Reinforced Concrete
Thickness:
12.001n
Thickness:
.
Thicknes$:
8.001n
Property Owner Information
Address:
3801 Hawthorne Ave.
Eugene OR 87402-1846
I Tax Lot Information
II Township Range Section Tax Lot J
17 02 34.44 1200
This permit is not valid until signed by a duly authorized
representative of the Oregon Department of Transportation.
Name:
Wayne Shantz
Company:
Phone:
l641) 688-6769
eMail:
FAX
( I
AUlhOrlZep9nature /J
T7?<3'7LA' /~.<L
Pagelof1
Date
3/0/'06
-.
CHAMPS. d_rpl:Jlermit_apprch_use
Printed: 03/01/2006 09:40:07 AM
.
.
'.
PERMIT NO: 51643
PERMIT FOR ENCROACHMENT, CONSTRUCTION
ON OR USE OF STATE HIGHWAY
Oregon Department of Transportation
1i
"0
~
>
Applicant: James Branch Company: Branch Engineering Inc. . $
150.201 Within 48 hours before beginning permit work and again after completing permit work, the Applicant (or agent) shall notify the District permitting a?;
representative. Q:!
150.501 The permitted work is located within the Oregon Utility Notification Center (OUNC) area. The OUNC is a utilities notification system to notify ownW
of utilities about excavation work performed in the vicinity of their facilities. The utilities notification 5ystem 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 bcir"':
not limited to those relating to hazardous material(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
approvals.
Application Id: 3173 Highway Number: 016
MilePoint 7.20
PROVISIONS
Reason lor Request: New approach
lithe applicant impacts a legaily protected/regulated resource, applicant/permittee shall be responsible lor all costs associated with such impact,
including, but not limited to all costs of mitigation and rehabilitation, and shall indemnify, and hold harmless ODOT lor such impacts and be
responsible and liable to ODOT for any costs or claims that ODOT may have.
225.051 Submit the following In writing five days before the permitted activity.
_ Proposed Traffic Control Plan (TCP) showing all Traffic Control Measures (TCM). Include the proposed order and duration of ell TCM. Do not
start work on any stage of construction until all TCM are In place and the TCP is operating satisfactorily.
1.000 SPECIAL PROVISiONS:
2.000 This permit 15 conditioned upon appiicant gaining all required approvals from the City of Springfield.
3.000 Applicant Is required to complete all construction within the right-aI-way to the satislaction of ODOT and according to ODOT specifications.
4.000 The applicant 15 required to keep vegetation trimmed back to maintain approach sight distance.
CHAMPS - d_rptprov_woasb
Page 1 of 1
Printed: 03/011200609:40:09 AM
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