HomeMy WebLinkAboutApplication APPLICANT 3/26/2008
City of Springfield
Development Services Department
225 Fifth Street
Springfield, OR 97477
Site Plan Review
PRE-SUBMITTAL REC'O
MAR 2 6 2008
Site Plan Review Pre-Submittal: ~
ISite Plan Review Submittal: ~J
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Major Site Plan Modification Pre-Submittal: D
Ma"or Site Plan Modification Submittal: D
,
Applicant Name: Vern McDonald
Company:
Address:
Gateway Hospitality LLC
2037 NW Lance Way Corvallis, OR 97330
Phone: 541-753-7627
Fax:
Applicant's Rep.: Brett C. Martin
Phone: 503-399-3828
Company:
Address:
LEI Enqineerinq and Surveying
P.O. Box 13423 Salem, OR 97302
Fax:
503-365-1852
Property Owner: Bill Lawson
Company:
Gateway Hospitality LLC
Phone: 541-753-7627
IFax:
Address: 2037 NW Lance Way Corvallis, OR 97330
ASSESSOR'S MAP NO: 17 03 15 33 ITAX LOT NO(S): 1500, 1600
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Property Address: eu+!'i\..;Jateway Street, Sprinqfield OR 97477
Size of Property: 2.83 Acres r:gJ Square Feet D
Proposed Name of Project: Hilton Garden Inn Development
Description of If you are filling In this form by hand, please attach your proposal descrrptlon to this application
Proposal: This proposal if for a new hotel development,
Existing Use: The existing site is a hotel that has been demolished.
INew Impervious Surface Coverage (Including Bldg. Gross Floor Area): 105875 sf
Si natures: Please si nand rint your name and date In the appro riate box on the next
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Associated Applications: ~ ~S'.. (5)315 (0' ttf) Signs:
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Pre-Sub Case No.: 1) V!- 26DtO /ClbZ( Date: ~/2b/?>~ Reviewed by: \ ~
, I
Case No.:
Date:
Reviewed by:
Application Fee: $ Technical Fee: $ Postage Fee: $
M~~ea- PUZOOb-oa::H/
TOTAL FEES: -;~ C- .0\:) PROJECT NUMBER: ~6Pe.cvea'- PR.:J:2oo'i-O:Xrzb
"ev,sed 1/1/08 "oily ""'"nan ~ ~~ a., i ~ 1'(\12"*'i'6 \'v-)o~ J~ oe 1 of 10
Owner Signatures
This application form is used for both the required pre-submittal meeting and subsequent
complete application submittal. Owner signatures are required at both stages in the application
process. An application without the Owner's original signature will not be accepted.
Pre-Submittal
Owner:
The undersigned acknowledges that the information In this application IS correct and accurate for scheduling of the
Pre- SublJlttaI Meeting ~ j /-I LL <=-
L;>A7~if;f r-I'-'-;,r 'Te( , '!( Q
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Signature I
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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 wntten notice pursuant to the requirements of ORS 227 178 pertaining to a
complete application,
Owner:
Date:
Signature
Print
PRE-SUBMITTAL REC'O
MAR 2 6 2008
ReVised 1/1/08 Molly Markanan
2 of 10
Site Plan Review Submh.&:al Requirements Checklist
PRE-SUBMITTAL REC'O
NOTE: MAR R 20 8
. ALL of the following items MUST be submitted for BOTH Pre-Submittal and ~uDml~al.
. 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.
(rJ) Site Plan Review Application Form - Sit~ prt.. -'SuJ::m' ft~
(Q:) 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. The narrative should also include the proposed number of employees
and future expansion plans, if known.
o
~
@
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 Site Plan Reduced to S'/2"x 11", which will be mailed as part of the
required neighboring property notification packet.
o 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.
~hree (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.
o Seven {7} Copies of the Following Plan Sets for Pre-Submittal OR
Eighteen (1S) Copies of the Following Plan Sets for Submittal
o 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.
o All plan sets must be folded to 8V2" by 11" and bound by rubber bands.
Assessment of Existing Conditions
Prepared by an Oregon licensed Landscape Architect or Engineer
Revised 1/1/08 Molly Markanan
4 of 10
o Vicinity Map
o The name, location and dimensions of all existing site features including buildings, curb
cuts, trees and impervious surface areas, clearly indicating what is remaining and what
is being removed. For existing structures to remain, also indicate present use, size,
setbacks from property lines, and distance between buildings.
o The name, location, dimensions, direction of flow and top of bank of all watercourses
and required riparian setback that are shown on the Water Quality Limited Watercourse
Map on file in the Development Services Department
o 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
o 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
o 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
o 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. ~ Plan
6 Prepared by an Oregon licensed Architect, Landscape Architect, or Engineer
o Proposed buildings: location, dimensions, size (gross floor area applicable to the
parking requirement for the proposed use(s)), setbacks from property lines, and
distance between buildings
o Location and height of existing or proposed fences, walls, outdoor equipment, storage,
trash receptacles, and signs
o Location, dimensions, and number of tYPical, compact and disabled parking spaces;
including aisles, wheel bumpers, directional signs, and striping
o Dimensions of the development area, as well as area and percentage of the site
proposed for buildings, structures, parking and vehicular areas, sidewalks, patios, and
other impervious surfaces
o Observance of solar access requirements as specified In the applicable zoning district
o On-site loading areas and vehicular and pedestrian circulation
o Access to streets, alleys, and properties to be served, including the location and
dimensions of existing and proposed curb cuts and curb cuts p~MI1fA~IRWD
o Location, type, and number of bicycle parking spaces MAR 2 6 2008
o Location of eXisting and proposed transit facilities
o Area and dimensions of all property to be conveyed, dedicated, or reserved for
common open spaces, recreational areas, and other similar public and semi-public uses
o Phased Development Plan - where applicable, the Site Plan application must include a
phasing plan indicating any proposed phases for development, including the boundaries
and sequencing-of each phase. Phasing must progress in a sequence promoting street
connectivity between the various phases of the development and accommodating other
ReVised 1/1/08 Molly Markarian
5 of 10
required public iml-'Iovements, Including but not Iimiteu to, sanitary sewer, stormwater
management, water, and electricity. The applicant must indicate which phases apply
~e Site Plan application being submitted, PRE.SUBM'TIAL REC'D
~mprovement and Public Utilities Plan
MAR 2 6 2008
o Prepared by an Oregon licensed Civil Engineer
o Location and width of all existing and proposed easements
o Location, widths (of paving and right-of-way), and names of all existing and proposed
streets, alleys, dedications or other right-of-ways within or adjacent to the proposed
development, including ownership and maintenance status, If applicable.
o Location and type of existing and proposed street lighting
o Location of existing and required traffic control devices, fire hydrants, power poles,
transformers, neighborhood mailbox units, and similar public facilities
o Location, width, and construction material of all existing and proposed sidewalks,
sidewalk ramps, pedestrian access ways, and trails
o Location and size of existing and proposed utilities on and adjacent to the site including
sanitary sewer mains, stormwater management systems, water mains, power, gas,
~hone, and cable TV. Indicate the proposed connection points
~Grading, Paving, &. Stormwater Management Plan
o Prepared by an Oregon licensed Civil Engineer
o Planting plan prepared by an Oregon licensed Landscape Architect where plants are
proposed as part of the stormwater management system
o Roof drainage patterns and discharge locations
o Pervious and impervious area drainage patterns
o The size and location of stormwater management systems components, including but
not limited to: drain lines, catch basins, dry wells and/or detention ponds; storm water
quality measures; and natural drainageways to be retained
o Existing and proposed spot elevations and contours lines drawh at 1 foot Intervals (for
land with a slope over 10 percent, the contour lines may be at 5 foot intervals)
o Amount of proposed cut and fill
e. Landsb:p~a~
rawn y a Landscape Architect
o Location and dimensions of landscaping and open space areas to include calculation of
landscape coverage
o Screening in accordance with SDC 4.4-110
o Written description, including specifications, of the permanent irrigation system
o Location and type of street trees
o List in chart form the proposed types of landscape materials (trees, shrubs, ground
cover). Include in the chart genus, species, common name, quantity, size, spacing,
and method of planting
f. Architectural Plans
ReVised 1/1/08 Molly Markanan
6 of 10
required public 1m...., ovements, including but not limite;l!'to, sanitary sewer, stormwater
management, water, and electricity, The applicant must indicate which phases apply
to the Site Plan application being submitted.
c. Improvement and Public Utilities Plan
D Prepared by an Oregon licensed Civil Engineer
D Location and width of all existing and pr.oposed easements
D Location, widths (of paving and right-of-way), and names of all existing and proposed
streets, alleys, dedications or other right-of-ways within or adjacent to the proposed
development, including ownership and maintenance status, if applicable,
D Location and type of existing and proposed street lighting
D Location of existing and required traffic control devices, fire hydrants, power poles,
transformers, neighborhood mailbox units, and similar public facilities
D Location, width, and construction material of all existing and proposed sidewalks,
sidewalk ramps, pedestrian access ways, and trails
D Location and size of existing and proposed utilities on and adjacent to the site including
sanitary sewer mains, stormwater management systems, water mains, power, gas,
telephone, and cable TV. Indicate the proposed connection points
PRE-SUBMllTAL REC'D
MAR 2 6 2008
d. Grading, Paving, &. Stormwater Management Plan
D Prepared by an Oregon licensed Civil Engineer
D Planting plan prepared by an Oregon licensed Landscape Architect where plants are
proposed as part of the stormwater management system
D Roof drainage patterns and discharge locations
D Pervious and impervious area drainage patterns
D 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
D 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)
D Amount of proposed cut and fill
e. Landscape Plan
D Drawn by a Landscape Architect
D Location and dimensions of landscaping and open space areas to include calculation of
landscape coverage
D Screening in accordance with SDC 4.4-110
D Written description, including specifications, of the permanent irrigation system
D Location and type of street trees
D List in chart form the proposed types of landscape materials (trees, shrubs, ground
cover). Include in the chart genus, species, common name, quantity, size, spacing,
and method of planting
f. Architectural Plans
RevIsed 1/1/08 Molly Markarian
6 of 10
o Exterior elevation~ vf all bUildings and structures proplJ~ed for the development site,
including height
o Conceptual floor plans
Z ~n-Site Lighting Plan
~ Location, orientation, and maximum height of exterior light fixtures, both free standing
and attached
o Type and extent of shielding, including cut-off angles, and type of illumination,
wattage, and luminous area
o Photometric test report for each light source
o 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:
o Where a multi-family development is proposed, any additional materials to
demonstrate compliance with SDC 3.2-240
o 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
o A Geotechnical Report prepared by an engineer must be submitted concurrently if
there are unstable soils and/or a high water table present
o Where the development area is within an overlay district, address the additional
standards of the overlay district
o If five or more trees are proposed to be removed, a Tree Felling Permit as specified
in SDC 5.19-100
o A wetland delineation approved by the Oregon Division of State Lands must be
submitted concurrently where there is a wetland on ~he property
o Any required federal or state permit must be submitted concurrently or evidence
the permit application has been submitted for review
o Where any grading, filling or excavating is proposed with the development, a Land
and Drainage Alteration permit must be submitted prior to development
o Where applicable, any Discretionary Use or Variance as specified in SDC 5.9-100
and 5.21-100
o 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
PRE-SUBMITTAL REC'O
MAR 2 6 2008
ReVised 1/1/08 Molly Markarian
7 of 10
Pre-Submittal ~eeting
Development Services Depallulent
Room 615/616
PRE-SUBMITTAL MEETING DATE: Friday, April 4, 2008
/
1. PRE-SUBl\tUITAL MTG #PRE2008-00021(SITE TENT) GATEWAY HOSP/
Assessor's Map: 17-03-15-33 TL 1500, 1600 HILTON GARDEN INN
Address: Vacant - Beltline/Gateway Street
Existing Use: Vacant
Applicant submitted plans to construct a new Hilton Garden Inn Hotel
Meeting Date/Time: Friday, April 4, 2008 DSD 616 10:00 -11:00 a.m.
Planner: Andy Limbird
2. PRE-SUBMITTAL MTG #PRE2008-00020 (PART PLAT) LEA l11AM
Assessor's Map: 17-02-32-43 TL 5700
Address: 4661 Bluebelle Way
Existing Use: Residential
Applicant submitted plans to plat a partition on one lot into three parcels
Meeting Date/Time: Friday, April 4, 2008 DSD 616 11:00 - noon
Planner: Molly Markarian
PRE-SUBMITTAL REC'D
MAR 2' 6 2008
City of Springfield
Development Services Department
225 Fifth Street
Springfield, OR 97477
541-725-3753 Phone
541-726-3689 Fax
Pre-Submittal Meeting
Case Number Assigned: PRE2008-00021
Date Submitted:
3/26/2008
PRE-SUBMITTAL REC'O
MAR 2 6 2008
Proiect Name: HILTON GARDEN INN 3530 GATEWAY
Project Description: Pre-Submittal - Site Plan Review for new hotel development (Hilton Garden Inn)
Application Type: Site Plan Review
Job Address: V a..c.()Y)f - ~e.-'+lI'nt,1 ~~tut f3f-
Assessor's & Tax Lot #: 17031533015001 I c.. 00
v~--:;:;:;:':' VVk'"
~^ . ~~<~~it":?::~'
^^ Meeting Daterfnne;;v #~M4"
DISCLAIMER: Applications will not be exempt from Development Code or procedural amendments that may occur
between the tune of the Pre-SubmIttal Meeting and SubmIttal of the ApplicatIon for Development Review Please contact our
office at 541-726-3753 with any questions or concerns,
A Planner will be assigned the following business day and will contact you to confirm the meeting date and time,
PlanJobPnnt rpt
3/26/2008
4:47'41PM
-LAFLEUR Karen
r
C'
(l
Subject:
Location:
PRE2008-00021 Pre-Submittal Mtg (Site Tent) Gateway Hospitality/Hilton Gard~n Inn Hotel -
Andy L
_SP _ConfRm616
Fn 4/4/2008 10:00 AM
Fri 4/4/2008 11 :00 AM
Start:
End:
Recurrence:
(none)
Meeting Status:
Required Attendees:
Meeting organizer
LAFLEUR Karen, L1MBIRD Andrew, Pre-Submittal Group
A Pre-Submittal Meeting has been scheduled for Friday, Apnl 4, 2008 @ 1000 - 1 f 00 a m. In DSD 616 The planner
assigned to this application is Andy Limbird. The applicant submitted plans to construct a new Hilton Garden Inn Hotel on
site formally going to be Embassy SUites Hotel Please confirm your attendance at this meeting Thanks. Karen
PRE-SUBMITTAL REC'O
. MAR 2 6 2008
r
CITY OF SPRINGFIELD
VICINITY MAP
PRE2008-00021
Vacant - Beltline/Gateway Street
PRE-SUBMITTAL REC'O
MAR 2 6 2008
I
Sll]~~
Map 17-03-15-33
Tax Lot 1500,
1600
North
.
GREG J. ZARTMAN, P.E.
BRETT C, MARTIN, P,E.
KENT R. INMAN, PLS
MICHAEL J. BUCKWALD
Hilton Garden Inn Hotel Development Site Plan Review Narrative
The Hilton Garden Inn Hotel project will create a new hotel development. This project is
located at 3530 Gateway Street, Springfield OR 97477, The existing site is a hotel that
has been demolished to accommodate the construction of the new hotel. Included in this
submittal is a copy of the deed and preliminary title report, a copy of the site plan reduced
to 8,5" x 11", the stormwater management system study and plan sets, The plan sets
include existing site conditions, a site plan, utilities plan, grading plan, landscape plan,
architectural plans and an on-site lighting plan.
Impervious area on the project site has been reduced by 0.45 acres. Increased landscaped
areas in the parking lot and around the hotel account for this, The parking lot provides
117 standard parking stall, 38 compact parking stalls, 5 handicapped parking stalls and 32
covered bicycle parking stalls.
Existing locations on Game Farm Road, Gateway Street and an existing ditch between
this property and the Beltway on-ramp will be utilized to discharge onsite stormwater,
Grassy swales and water quality basins are being used to treat the stormwater runoff,
Details can be found in the Drainage Report, Sanitary sewer from the hotel discharges
into the public sanitary sewer system on Game Farm Road, Water service for the Hilton
Garden Inn Hotel comes from the public water system located on Game Farm Road,
All design, analysis and plans for this project was done in accordance with City of
Springfield Engineering Design Standards. A NPDES #1200-C Permit Application has
been submitted concurrently with this pre-application submittal.
PREmSUBMIITAl REC'D
MAR 2 6 2008
1:1"'<1:1,'13 PO BOX 25709, 2468 WEST 11TH AVE, STE B, EUGENE, OR 97402 I (541) 683-8383
~ PO BOX 13423, 280519TH ST SE, SALEM, OR 97302 I (503) 399-3828
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SITE PLAN
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r.~E-SUBMITTAl REC'O f
MAR 2 6 2008
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W KUENZI, Err SHEET 1 OF 1
W KUENZI, Err DWG 05-063 DWG
M DUMAN, PE DATE
M DUMAN, PE PROJECT 05-063
DESIGN
LEI ENGINEERING &
SURVEYING DRAWN
A DIVISION OF LOGGING ENGINEERING INTERNATIONAL, INC CHECKED
APPROVED
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'It\'-
SubdivIsion Guarantee
Guarantee No 7199-1203675
Page 1 of 4
First American
First American Title Insurance Company of Oregon
600 Country Club Road
Eugene, OR 97401
Phn - (541)484-2900
Fax - (541)484-7321
SUBDIVISION GUARANTEE
For the Proposed Plat of:
Gateway Hospitality LLC
GUARANTEE NO.:
7199-1203675
FEE
$
200.00
YOUR REF.:
First American Title Insurance Company of Oregon
reports to
The Oregon Real Estate Commission, and any County or City within which said subdivISion or proposed
subdivIsion IS located.
That, according to the public records which Impart constructive notice or matters affecting title to the
premises hereinafter referred to, we find:
That the last deed of record runs to,
Gateway Hospitality, LLC, an Oregon Limited Liability Company
We also find the follOWing apparent encumbrances, which Includes "Blanket Encumbrances" as defined by
ORS 92.305 (1), and also easements, restrictive covenants and rights of way prior to the effective date
hereof:
1. The rights of the public In and to that portion of the premises herein described lYing Within the
limits of streets, roads and highways.
2. Transmission line easement, including the terms and provIsions therof, acquired by the United
States of America by Judgment entered In the United States District Court for the District of
Oregon, CiVil Case No. 61-145, as recorded May 26, 1961, Reception No. 33411
3. RelinqUishment of Access as contained In, Deed
Recorded: November 23, 1966
Recording No.: 67530
From: A. R. Cockerllne, et al
To: the State of Oregon, by and through Its State HIghway
Commission
first AmerICan Td:/e
PRE-SUBMITTAL REC'O
MAR 2 6 2008
SubdivIsion Guarantee
Guarantee No 7199-1203675
Page 2 of 4
4 Easement, including terms and provIsIons contained therein.
Recording Information: September 29, 1967, Reception No. 55
In Favor of: City of Eugene
For' electnc dlstnbutlon line
5, Lease and the terms and conditions thereof:
Lessor: Puerta De Ora, Incorporated
Lessee: Humble 011 & Refining Company
As disclosed by: Memorandum of Lease
Recorded. August 14, 1967
Recording No.: 94857
(Affects Parcel II)
The present ownership of the leasehold created by said lease and other matters affecting the
Interest of the lessee are not shown herein.
6. Easement, including terms and provIsions contained therein:
Recording Information: July 1, 1974, Reception No. 74-28195
In Favor of: PacIfIc Power & light Company
For: electnc transmission and dlstnbutlon
7. Broadband Easement/RIght of Entry Agreement and the terms and conditions thereof:
Between: Jonsony and Soora Kim
And' TCI Cablevlslon of Oregon, Inc.
Recording Information' September 27, 1996, Reception No. 96-65646
8, Deed of Trust and the terms and conditions thereof,
Grantor/Trustor: Gateway Hospitality, LLC
Grantee/BenefiCiary: Oregon Pacific Banking Company
Trustee: First Amencan Title Insurance Company
Amount: $2,205,000.00
Recorded September 29, 2005
Recording Information' 2005-077547
9. ASSignment of leases and/or rents for secunty purposes, including the terms and conditions
thereof:
ASSignor' Gateway Hospitality LLC
ASSignee. Oregon PaCific Banking Company
Dated: September 30, 2005
Recorded: September 29, 2005
Recording Information: 2005-077548
10.
FinanCing Statement, indicating a Secunty Agreement
Debtor' Gateway Hospitality LLC
Secured Party: Oregon Pacific Banking Company
Recorded. October 18, 2005
Recording Information' Reception No 2005-082833
PRE.SUBMlrrAL REC'O
MAR 2 6 2008
Arst American Title
,~ ",-"
SubdivIsion Guarantee
Guarantee No 7199-1203675
Page 3 of 4
We have also searched our General Index for Jui::lgments and State and Federal liens against the Grantee
named above and find:
-NONE-
The premises are In Lane County and are described as follows:
The land referred to In this report IS described In Exhibit A attached hereto.
THIS IS NOT A TITLE GUARANTEE since no examination has been made of the title to the above
descnbed property. Our search for apparent encumbrances was limited to our Tract Indices and
therefore above listings do not Include additional matters which might have been disclosed by an
examinatIon' of the record title. We assume no liability In connection With this SubdiVIsion Report and will
not be responsible for errors or omissions therein.
Dated: March 19, 2008
First American Title Insurance Company of Oregon,
By.
Jan Anderson, Authorized Signatory
JNJA
PRE-SUBMITTAL REC'O
MAR 2 6 2008
First American Title
~ ..
, a....
SubdivIsion Guarantee
Guarantee No 7199-1203675
Page 4 of 4
Exhibit II A"
Real property In the County of Lane, State of Oregon, described as follows:
PARCEL I:
BEGINNING AT THE NORTHWEST CORNER OF THE WILLIAM STEVENS DONATION LAND CLAIM NO, 46,
IN TOWNSHIP 17 SOUTH, RANGE 3 WEST OF THE WILLAMETTE MERIDIAN; THENCE NORTH 890 40'
25" EAST 239.9 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF GATEWAY STREET,
THENCE ALONG THE ARC OF A 682.75 FOOT RADIUS CURVE RIGHT (THE CHORD OF WHICH BEARS
SOUTH 290 49' 59" EAST 290.81 FEET) 293.35 FEET TO THE NORTHEAST CORNER OF A CERTAIN
TRACT; THENCE NORTH 890 59' 55" WEST ALONG THE NORTH LINE OF SAID CERTAIN TRACT 150.0
FEET TO THE NORTHWEST CORNER THEREOF; THENCE SOUTH 090 00' 25" EAST ALONG THE
WESTERLY LINE THEREOF 190.01 FEET TO THE SOUTHWEST CORNER THEREOF AND A POINT ON THE
NORTHERLY RIGHT OF WAY LINE OF BELTLINE - 1-5 INTERCHANGE; THENCE ALONG SAID NORTHERLY
RIGHT OF WAY LINE NORTH 800 49' 35" WEST 11122 FEET TO A POINT 100.0 FEET NORTHERLY
FROM, WHEN MEASURED AT RIGHT ANGLES, ENGINEER'S CENTER LINE STATION 445+14 19 E.C.;
THENCE ALONG THE ARC OF A 186.48 FOOT RADIUS CURVE RIGHT (THE CHORD OF WHICH BEARS
NORTH 680 48' 15" WEST 134,84 FEET) 137.96 FEET TO A POINT 100.0 FEET NORTHEASTERLY FROM,
WHEN MEASURED AT RIGHT ANGLES, ENGINEER'S CENTER LINE STATION 443+02.25 B c.; THENCE
NORTH 470 36' 35" WEST ALONG SAID RIGHT OF WAY LINE 38.39 FEET TO A POINT ON THE WEST
LINE OF SAID STEVENS DONATION LAND CLAIM NO. 46, THENCE NORTH 00 04' 25" WEST ALONG SAID
WEST LINE 346.21 FEET TO THE POINT OF BEGINNING, SPRINGFIELD, LANE COUNTY, OREGON.
PARCEL II:
BEGINNING AT THE NORTHWEST CORNER OF THE WILLIAM STEVENS DONATION LAND CLAIM NO 46,
TOWNSHIP 17 SOUTH, RANGE 3 WEST OF THE WILLAMt II t MERIDIAN; THENCE NORTH 890 40' 25"
EAST 239.9 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF GATEWAY STREET; THENCE
ALONG SAID RIGHT OF WAY LINE ALONG THE ARC OF 682.75 FOOT RADIUS CURVE RIGHT (THE
CHORD OF WHICH BEARS SOUTH 29049' 59" EAST 290.81 FEET) AN ARC DISTANCE OF 293.35 FEET
TO THE TRUE POINT OF BEGINNING; THENCE NORTH 890 59' 55" WEST 150.0 FEET; THENCE SOUTH
9000' 25" EAST 15,19 FEET; THENCE SOUTH 890 59' 55" EAST TO THE WESTERLY RIGHT OF WAY LINE
OF GATEWAY STREET; THENCE NORTHERLY ALONG SAID WESTERLY RIGHT OF WAY LINE TO THE
TRUE POINT OF BEGINNING, IN LANE COUNTY, OREGON.
Tax Parcel Number' 0980514 and 0188092 and 1350899
PRE-SUBMITTAL REC'O
MAR 2 6 2008
Arst American Title
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r D1v1elon of Chler Deput.v Cldl"k 2005-011S~o
Lane Counly De.ds and Racor a
'II"'.' I'~r.'\\r.[\\ \ II $36.00 ~
tm411l4&2e ,iOIlm46ll138039 09/29/2005 O~: ~2:59 PI!
RPR-DEED Cnt.51 stn=& CASHIER 01
S1!,OO $11.00 $10.00
'T.
After recording return to:
Gateway Hospitality, LLC
p ,0 BOX 2678
AlBANY, OREGON 97321
Until a change Is requested all tax statements
shall be sent to the following address:
Gateway HospItality, LLC
P ,0. BOX 2678
ALBANY, OREGON 97321
/
Rle No.: 7194-519398 (SMJ)
Date: September 27, 2005
STATUTORY WARRANTY DEED
Jonsony Kim and Soora Kim, husband and wife, as tenants by the entirety, Grantor, conveys
and warrants to Gateway Hospitality, LLC, an Oregon Umlted Uability Company, Grantee, the
following described real property free of liens and encumbrances, except as specifically set forth herein:
See legal Descnption attached hereto as Exhibit A and by this reference incorporated herein,
This property is free from liens and encumbrances, EXCEPT:
1. The 2005-2006 Taxes, a hen not yet payable,
2, Covenants, conditions, restrictions and/or easements, if any, affecting title, which may appear In
the public record, including those shown on any recorded plat or survey.
THIS INSTRUMENT WILL NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT IN
VIOLATION OF APPUCABLE LAND USE LAWS AND REGULATIONS. BEFORE SIGNING OR ACCEPTING
THIS INSTRUMENT, THE PERSON ACQUIRING fEE TITLE TO THE PROPERTY SHOULD CHECK WITH THE
APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY APPROVED USES AND TO
DETERMINE ANY UMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES AS DEAN ED IN
ORS 30.930.
The true conSideration for this conveyance is $2,755,000.00. (Here comply WI!.t1 requirements ofORS 93 030)
Dated thIs j) g day of\ ~)tVLh0v-" f 20~
Page 1 of 3
PRE=SUBMllTAl REC'O
MAR 2 6 2008
After Recording Return To
First American Title
PO Box 10146
Eugene. OR 97440
I
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APN:'0980514
Stalutllry Warranty Deed
. alIltlnued
Ale No,: 7194-51939. (5Ml)
Date: 09/21/Z005
....
J:,. _/~
Jonsony Kifu ~ -
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Soora Kim -
STATE OF Oregon
)
)ss.
County of Lane )
This Instrument was acknowledged before me on this &B. day o~~ r 20~
by JDlIIOny KIm """~. KIm,. ~_
_ SONDRAM.JOHNSDN ')
NOTAA::GOH
)-i COMMISSION NO. 371263 lie fo~.~~on .,"' /' J
MY COMtlISSIOK MES AlIGUST 29, 2001 Isslon ~: -29 a-:r
.....
..
Page 20f 3
PRE.SUBMrrrAL REC'D
MAR 2 6 2008
1_1111
"....
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APN:DN0514
StatvtDry Warranty Deed
. IXlI\llnued
File No.: 7194-519398 (5HJ)
Date: 09/27/2005
"
....
EXHIBIT A
LEGAl DESCRIPTION:
PARCEL I:
Beginning at the Northwest comer of the WIUlam Stevens Donation Land Oalm No. 46, In Township 17
South, Range 3 West of the Willamette Meridian; thence North B90 40' 25" East 239,9 feet to a point on
the Westerfy right of way line of Gateway Street; thence along the arc of a 682,75 foot radius curve right
(the chord of which bears South 290 49' 59" East 290,81 feet) 293,35 feet to the Northeast comer of a
certain tract; thence North a90 59' 55" West along the North line of said certain tract 150.0 feet to the
Northwest comer thereof; thence South 090 00' 25" East along the Westerly line thereof 190.01 feet to
the Southwest corner thereof and a point on the Northerly right of way line of Beltline -1-5 Interchange;
thence along said Northerly right of way line North SOO 49' 35" west 111.22 feet to a poInt 100.0 feet
Northerly from, when measured at right angles, EngIneer's center line station 445+14.19 E.C.; thence
along the arc of a 186.48 foot radius curve right (the chord of which bears North 68048' 15" West
134.84 feet) 137.96 feet to a point 100.0 feet Northeasterly from, when measured at right angles,
Engineer's center line station 413+02.25 B.C.; thence North 470 36' 35" West along said right of way line
38.39 feet to a point on the West line of saId Stevens Donation Land Calm No. 46; thence North ()O 04'
25" West along said West Une 346.21 feet to the point of beginning, Springfield, Lane County, Oregon.
PARCEL II:
, "
Beginning at the Northwest comer of the William Stevens Donation Land ClaIm No. '16, Township 17
South, Range 3 West of the Willamette Meridian; thence North 890 40' 25" East 239.9 feet to a point on
the Westerly right of way line of Gateway Streeti thence along said right of way line along the arc of
682.75 foot radius curve right (the chord of which bears south 29049' 59" East 290.81 feet) an arc
distance of 293.35 feet to the True Point of Beglnnlngi thence North 890 59' 55" West 150.0 feet; thence
South 90 00' 25" East 15.19 feet; thence South a90 59' 55" East to,the Westerly right of way line of
Gateway Street; thence Northerly along said Westerly rfght of way line to the True Point of BegInning, in
Lane County, Oregon.
PRE-SUBMITTAL REC'D
MAR 2 6 2008
Page 3 of 3
, I
225 Fifth Street
Springfield, Oregon 97477
541-726-3759 Phone
C of Springfield Official Receipt
L..velopment Services Department
Public Works Department
RECEIPT #:
3200800000000000194
Date: 03/26/2008
3:12:04PM
Job/Journal Number
PRE2008-00021
Description
CTY SIte Plan Rvw TentatIve
Paid By
LEI ENGINEERING &
SURVEYING
Item Total:
Check Number AuthorizatIOn
Received By Batch Number Number How Received
Amount Due
336 00
$336.00
Payments:
Type of Payment
Check
Amount PaId
t.J
13292
In Person
$336 00
Payment Total:
$336,00
PRE-SUBMITTAL REC'O
MAR 2 6 2008
cRecelOtl
Page 1 of 1
3/26/2008
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DRAINAGE REPORT
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HIL TON GARDEN INN DEVELOPMENT
38-04
Prepared By:
LEI Engineerinm and Surveying
2805 19t St" SE
Salem, Oregon 97302
PH: (503) 399-3828
FAX' (503) 365-1852
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PRE-SUBMITTAL REC'O
MAR 2 6 2008
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Table of Contents
,.,,- -.. - -...---- -
. .. ,..., .. --- ---
-, ..-
1
2
3
INTRODUCTION 1
.......................................................................................................................
STORMW A TER SCOPING 1
SITE CHARACTERISTICS 1
3.1 Site Soils 1
..................................................................................................................
3.2 Precipitation 1
3 ,3 Topography.... ............,..,........ ........ ,....,........,....."...... ,..... ....,......,. ...,. ...... .......... ,...... 2
PRE-DEVELOPED 2
4.1 Land Use 2
..................................................................................................................
4.2 Hydrological Variables 2
4,3 Stormwater Basins 2
POST-DEVELOPED 3
5,1 Land Use 3
..................................................................................................................
5,2 Hydrological Variables 3
5.3 Stormwater Basins 3
...................................................................................................
STORMW A TER QUANTITY ...... ,........,....., ..............,..,... ..........,. ..,...... ...., ....,....... ........,.... ........... 4
6.1 Design Variables . .............. .......... .......................,. ....,... ...,. ....,....... ....... ...... ..... ......... 4
6.2 Stormwater Conveyance 4
6.3 1 00 Year Flood Plain 5
,...............................................................................................
STORMW A TER QUALITY ,......... ............ ......., ,.. ,.................,. ......... ,..,.,.........,.. ...... ....", ,....... ..... 5
7,1 Water Quality Design Criteria ....,....,...........................................................,....,...... 5
7.2 Water Quality Design Measures ,..................................................,.....................,.... 5
7 .3 Water Quality Basins ,........,............,......................,.....................,.......,.................... 5
7,4 Design Flows ..... ..,..."....... ......... ........... ......,......... .............. ............, ....... .........', ,...... 6
7,5 Vegetative Stormwater Quality..................,..,........,...........................,................... 6
7.6 Non-Vegetative Stormwater Quality 7
CONCLUSION 7
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4
5
6
7
8
.....a.......................................................................................................................
FIGURES
1
2
Existing Site
Developed Site
PRE-SUBMITTAL REC'D
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A
B
C
D
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F
Stonnwater Scoping Sheet
NCRS Soil Data
City Drainage Basin Map
100 Year Flood Plain
ODOT IDF Curve for Zone 7
Grassy Swale Curves
APPENDIX
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PRE-SUBMITTAL REC'D
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1 INTRODUCTION
This report is the stormwater analysis and design for the Hilton Garden Inn Development located
on Lane County Tax Map 17-03-15-33, Tax Lots 1500 and 1600 in the City of Springfield, The
proposed development will replace an existing hotel with a new hotel along with associated
pedestrian facilities, parking areas, landscaping, and other site features, This report addresses
stormwater quantity and quality standards contained in the City of Springfield Engineering
Design Standards,
2 STORMW A TER SCOPING
A Stormwater Scoping Sheet was submitted to the City of Springfield and the required
stormwater management scope items were identified by City Staff, A signed copy of the
Stormwater Scoping Sheet is included in Appendix 'A' of this report,
,II,
I,
3 SITE CHARACTERISTICS
3.1 Site Soils
The Lane County Natural Resource Conservation Service (NRCS) Soil Survey was used to
identify soil types and characteristics found throughout the site, The site predominately consists
of Coburg Soil with a Hydrologic Group 'c', NRCS Soil Data is included in Appendix 'B' of
this report, The existing site is the location of a demolished hotel with associated paving and
deteriorated landscaping,
3.2 Precipitation
The design storm events used in this analysis are the 2-year and 25-year recurrence intervals and
the City-defined storm water quality event. All 24-hour rainfall quantities for each event are
analyzed using the NRCS Unit Hydrograph method distributed over a Type IA hyetograph.
Table 3.2.1 lists the 24-Hour Rainfall volumes for each Recurrence Interval.
Table 3.2.1
Recurrence
Interval (yr)
Water Quality Event
2
25
24-Hour Rainfall
Rainfall (in)
0,83
3,3
4,8
PRE-SUBMITTAL REC'O
MAR 2 6 2008
P \38(DJ)\38-04\HydroIReport\5 Dramage Report doc
Page 1 of7
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3.3 Topography
The existing site is relatively flat with an average longitudinal slope-ranging from flat to 2,0%,
The total area of the proposed development is approximately 2.83 acres. The site currently has
drainage outlets to the north onto Game Farm Road, to the east onto Gateway, and to the south
into an existing drainage ditch, As shown on the City of Springfield drainage basin map in
Appendix 'C', the existing drainage system surrounding the subject property all discharges to the
same location west of the proposed development.
4 PRE-DEVELOPED
4.1 Land Use
The entire property is approximately 2,83 acres and consists of a hotel that has recently been
demolished, an asphalt parking lot, hardscape features, and deteriorated landscaping, The
existing impervious area of the site, prior to demolition of the hotel, is approximately 2,68 acres.
Figure 1 shows the existing site outlining the existing drainage sub basins. Table 4.1.1 lists the
pre-developed land cover of the existing site.
Table 4.1.1
Land Cover
Landscaped
Asphalt
Concrete
Rooftops
Pool
Area
(acres)
0.153
1.767
0.159
0,680
0,071
4.2 Hydrologic Variables
Hydrologic variables for the Pre-Developed condition used for this analysis are derived from
standard site characteristics as well as site observations, Table 4.2.1 lists the relevant composite
hydrologic variable used in this stormwater analysis for the pre-developed condition,
Table 4.2.1
I Use
Pre- Developed
Curve #
94
ManninJ,t's 'n'
0.02
4.3 Stormwater Basins
There are three distinct drainage basins on the existing site that all ultimately discharge to the
same City stormwater system as shown on Figure 1. There were no stormwater quality or
quantity provisions on the existing site. PRE-SUBMITTAL REC'O
MAR 2 6 2008
P \38(DJ)138-04\HydroIReportI5 Dramage Report doc
Page 2 of7
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5 PosT-DEVELOPED
5.1 Land Use
i
The proposed development will create a new Hotel with impervious surfaces in the form of
rooftops, an asphalt parking lot, and concrete and asphalt pedestrian ways as shown on Figure 2.
Landscaping improvements will also be incorporated into the design, Table 5.1.1 below lists the
land cover areas created by this development.
Table 5.1.1
Land Cover
Undisturbed
Landscaped
Asphalt
Concrete
Rooftops
Area
(acres)
o
0,598
1.354
0,086
0.792
The post-developed impervious surface cover is less than the pre-existing condition, Therefore,
stormwater detention is not required for this project.
5.2 Hydrologic Variables
Table 5.2.1 lists the five land cover types and the corresponding Curve Number and Manning's
On' for the developed conditions. The site has been analyzed using a composite Curve Number
and Manning's on' of94 and 0,02 respectively,
Table 5.2.1
Land Cover
Undisturbed
Landscaped
Asphalt
Concrete
Rooftops
Curve #
84
79
98
98
98
Mannin~'s 'n'
0.15
0.24
0,02
0,02
0,02
Other characteristics of the post-developed condition can be found on Figure 2,
5.3 Stormwater Basins
There are fifteen basins in the proposed site shown in Figure 2. As shown on the plans, rooftop
runoff is routed to downspouts and conveyed off site to the north. 67% of runoff from the
parking lot is routed to vegetated swales, with the remaining runoff from the parking lot area
being routed to Gibson dual chamber catch basins. PRE.SUBMITIAL REC'D
MAR 2 6 2008
P \38(DJ)138-04IHydroIReport\5 Dramage Report doc
Page 3017
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6 STORMW A TER QUANTITY
6.1 Design Variables
Stormwater piping is proposed to be ADS N-12 with a Manning's 'n' value of 0,01. Swales
conform to the City of Portland design standards for vegetated swales and have a design
Manning's 'n' value of 0.24,
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6.2 Stormwater Conveyance
The stormwater conveyance system is designed to safely pass the 25-year storm event, Proposed
stormwater piping has been designed to have a minimum, half full, self-cleaning velocity of 3
fps, Water quality swales have been designed with slopes, cross sections, velocities and
freeboard as per the City of Portland Stormwater Management Manual. NRCS unit hydro graph
method was used to calculate the total runoff from each of the proposed basins, shown in Table
6.2.1 below,
Table 6.2.1
Basin
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
P \38(DJ)138-04IHydroIReport\5 Dramage Report doc
Peak Flow (cfs)
0229
0167
0058
0064
0021
0048
0015
0025
0150
0395
0080
0038
0026
0362
0395
0676
PRE-SUBMllTAl REC'O
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Page 4 of7
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6.3 100 Year Flood Plain
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The entire site is beyond the 100 year flood plain, The Flood Insurance Rate Map (FIRM) for
the site is shown in Appendix 'D'.
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7 STORMWATER QUALITY
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7.1 Water Quality Design Criteria
The design standard for stormwater quality selected for this project is the City of Portland
Stormwater Management Manual. Grassy swales have been selected to address required
stormwater quality measures for 67% of the proposed parking lot area and Gibson dual chamber
catch basins for the remaining 33%" Per the stormwater quality design standards, the maximum
storage depth may vary between 6 and 12 inches, The maximum allowable side slope is
4(H): 1 (V). The minimum flat bottom width is 2 feet for private swales and 4 feet for public
swales. The maximum and minimum longitudinal slopes are 5% and 0,5% respectively, The
maximum slope surrounding the swales is 10%, Swale lengths are determined from charts
provided under Grassy Swales in the Portland Stormwater Management Manual.
7.2 Water Quality Design Measures
Grassy swales have been designed to conform to the standards outlined in the previous section.
Parking lot areas not routed to grassy swales are routed to Gibson dual chamber catch basins,
7.3 Water Quality Basins
Stormwater basins routed to either grassy swales or catch basins are shown on Figure 2, Runoff
length, slope and basin areas are also labeled on this figure.
PRE-SUBMITTAL REC'D
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Page 5 of7
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7.4 Design Flows
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NRCS unit hydro graph method was used to calculate design flows for each storrnwater quality
facility. Storrnwater quality flows are shown in Table 7.4.1 below.
Table 7.4.1
Basin
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
Water Quality
Flow (cfs)
0021
0015
0005
0006
0002
0004
0001
0002
0013
0035
0007
0003
0002
0032
0035
0035
7.5 Vegetative Stormwater Quality
, ~
Method of
Treatment
Vegetative
Non-Vegetative I
Non-Vegetative I
Non-Vegetative
Non-Vegetative
Non-Vegetative
Non-Vegetative
Non-Vegetative
Non-Vegetative
Vegetative
Non-Vegetative
Non-Vegetative
N on-Vegetative
Vegetative
Vegetative I
Non-Vegetative!
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Design characteristics of runoff from areas routed to the storrnwater quality swales from each
basin is summarized in Table 7.5.1 below,
Table 7.5.1
Swale
1
2
3
Length
(ft)
100
145
110
Slope
(%)
0.50
0.50-1.50
0.50
Flow (cfs)
Stormwater 25 Year
Quality Event Event
0,032 0.362
0,070 0,790
0,021 0.229
The required length of each swale was derived from Exhibit 2-15 of the City of Portland
Storrnwater Management Manual included in Appendix 'F', All flow rates for the storrnwater
P \38(DJ)\38-04\Hydro\Report\5 Dramage Report doc
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quality design event, as defined by the City of Springfield, require the minimum length swale of
1 00 feet.
7.6 Non-Vegetative Stormwater Quality
Design characteristics of runoff from areas routed to Gibson dual chamber catch basins from
each basin is summarized in Table 7.6.1 below,
Table 7.6.1
Catch
Basin
1
2
3
4
5
6
7
8
9
8 CONCLUSION
Stormwater
Quality Event
Flow
( cfs )
0.015
0,068
0,004
0,007
0,006
0,001
0,002
0,002
0,013
25 Year Event
Flow
( cfs )
0.167
0.734
0,048
0,080
0,064
0.015
0,025
0.026
0.150
The proposed development provides stormwater conveyance that can safely pass the 25-year
return event and provide stormwater treatment for the City of Springfield water quality event of
0,83 inches per 24-hour period as well as the 2-year storm event. All proposed piping and water
quality swales conform to the City of Springfield standards and the City of Portland Stormwater
Management Manual.
PRE-SUBMITTAL REC'O
MAR 2 6 2008
P \38(DJ)138-04\HydroIReportI5 Dramage Report doc
~
,Page 70f7
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MAR 2 6 2008
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HOTEL DEVELOPMENT EXISTING DRAINAGE BASINS
LEGEND
DRAINAGE BASIN DIVISION LINES
'\ .\~... . \,
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MAR 2 6 2 l08
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LEI ENGINEERING &
SURVEYING DRAWN
A DIVISION OF lOGGING ENGINEERING INTERNATIONAL. INC, CHECKED
APPROVED
DESIGN
W KUENZI, EIT
SHEET
W KUENZI, EfT
M DUMAN, PE
B MARTIN, PE
DWG
DATE
PROJECT
FIGURE 1
38-04 DWG
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HOTEL DEVELOPMENT PROPOSED DRAINAGE BASINS
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NOTE SEE ENGINEERING PLANS FOR
PLAN AND PROFILE OF STORM DRAI~ , IGE
SYSTEM
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MAR 2 6 Z008
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DESIGN
W, KUENZI, EIT
SHEET
FIGURE 2
38-04 DWG
LEI ENGINEERING &
SURVEYING DRAWN
A DIVISION OF LOGGING ENGINEERING INTERNATIONAL, INC CHECKED
APPROVED
DWG
DATE
W KUENZI, EIT
M DUMAN, PE
B MARTIN, PE
PROJECT
38-04
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PRE-SUBMITTAL REC'O
MAR 2 6 2008
Appendix A: Stormwater Seoping Sheet
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J9/2006 09:20 FAX 541 736 1021
((',
CITY OF SPRINGFIELD PW
14I 002
i'
rc
PUBUC WORKS DePARTMENT I Engineering Division
Phone: (541) 7~7S3 Fax: (541) 736-1021
STORMWATER MANAGEIv.!ENT_SYSlfEM SCOPE OF WORK
(Ama behnlI this l11lejil1ed out l1y API UCflif.t) .
(please retlIT?l to Mati Stouder @ City of Springfield Public Wor~ tP2gine ;1l1g; Fat # 736-./02J. Phona # 736-I01S),
ewrall:mstouder@JcI,sprinKfield.ol ,us
:Project Name: SQV"'Iy\~~e\J. ~\-e\ \)e"e-"l'.."tApplieant: r~ l..~ Pi,,_. PI:
Assessors Parcel "'..y ''1.0"3.15',)~ ILots 19l1l ~ 1&00_ Date: 3 JS /06> .
Land Usc(.s): Ito+el "D4"al~ ((;A)MiRlA"i~"1Jei~~hoDe #: f(54]) 926-7634 I .
Project Size (Acrcs)~ ~.g3 acres (.Dpr 'J Fax #: (t;",i~q2.h..7 539
Approx.lmperviousArea: l.qj6(;'fU Email: tr1loCWI ~ r5~W~S+ti.c.\"."
Project Description (Include a copy of Assessor's map); ., hi!> pr' lj t'L+ ;", II ~":'eQ,.-J..~ e.. J'tCW
kOte\ J.evdop1'll.e~t. "...e ~lti ~H"'~ S;~ i ~ '" "" o+e\ ,.. "',,+ ~ i 1\ \Ie de.~, li s.~cul tc
AGl.ollillo.dcd-e ~ws+-",,~eti 0" bf- '" IAe...J "'o}el. lhe F''I''J)pos.eJ d-e V~(A f HoL<itI-\+
I,.>l,\\ dec.V'"f!'G.5It T'-'.e +f1+cd ;Wlpe-r\flIH4,s., "S",~.f4~ G~ ~~ :Siok,
. Drainage Proposal (Public connection(s), discharge locatlon(s), etc. Attach additional sheet(s) if necessary:
ihe V"....,-pi>s.d ~e.."el.'_e\ot+ uJ~\\ u.\-;'i~ e)l,.st;~j d\,f'-l.t",~~ loe~Ha.~~ l)",
(;.~w..e. ~...-. ~o<\.o:l.) G-c.o\-e,,-,G."f S~..Ql t>.lMl (J..... ,~\:sth.'j aL,~c..'" l,,4t+.....e..... ~,::)
Vt"oy-a~j "'"~ ~Jt k\h.J 0.'1 0"'- .,..Q.~ 'P' ? \E'lL$ ~ Se-e Q. +tA.c.\.1.<f!'J. .., ,c.1.4.; "",\-3
_ Ae.\'Q.a;~ ?",o\,C>s~.l So;-'-!!. ~~..--~a.-\.e..... cl,sc.\...<:I,":jtt: \ e,~d..ti 0....$,
I
IPT"Ooosed Stormwate.-BestMa..a~ementPractices; ........ 1- - ..,...,....
The site: WJlI utili:r.c und.e'b.y~.j stormwater quality fACllmes in addition to oil/uater sepm\tOr catch b~ns and some o:fthe
following best ma-nagement prachces from 1he City of Portland Stonnwater Mlll agement Manual: tnfiltr.ll.tion Planters, Flow
IThrougb Planters, Vegetated Swales, Gl'3SSY Swales, Vegetated Filter Strips, anol Ve.getated Infiltration Basins.
. I
_ (ken. he111w tIds line ,filled {Jut In- the Cilv and ktu,.1Wl tD 1M ApDli.cand
(At a minimum. all bores ChfU:ked by the Cil]1 on thEJron. t and back ofthiB sheet shall be submilted
lor (JJ'/ application to be comClletefor submittal, althouE/l otMr reQUireme11ls mov be necessary.)
I
,
Draula.;e Study TvOt (E))SPM Section 4.03.2)~ (Note. UH may ~ substituted for Rational Method),
o Small Site Study - (use Rational Method forcalculabons) :
o Mid-Level Development Study - (use Unit HydrogTaph Method for cllculations)
III Full Drainage Development Study - (use Unit Hydrogrllph Method f(,r cah;ulaoons)
Enviroomental Considerations:. I
Ii Wellhead Zone: b"-I ~,.. 1- y~ .,.~ 1{~!i Hillside Development:
.. WctlandIRiparian: .Ji-f\ ,IFIOOdwaYIFIOOdPlain:
. Soil Type; 11- ... Other Jurisdictions
ri/""
~.A
--
PRE-SUBMllTAl REC'O
MAR 2 6 2008
Downstream Analvsis:,
P>> Nt A
o Flow line for starting water surface elevation:
o Design HGL to use for starting water surface elevation:
o Manhole/Junction to take anal)sis to;
Return to Matt Stouder@ City of Springfield. emall: msiaudfllI'@CL!iarinqIJeld,or.us, FAX: (541) 736-'1021
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J9/2006 09:20 FAX 541 736 1021
CITY UP ~J:'lUNGl' It.LlJ J:'W
IgJUUJ
~
,
c
r
fDr Ot'lklaJ Use Onl)'
fJJ<
COMPLETE STUDY ITEMS
* BO$ed upon Ihs informatio/1 pravided on the front of thAS sheet. the [oLlowing I'Bpresents a I1tmimum of what is neededfor an
application 10 be compktefor $Ubmittal with ~t to draif/tlgS: however, tbis 1i3i should not be used in lieu althe Spl'lngfmld
Developmem Code ($DC) or the. City:r Enginurlng Design Marrual. C OmpllQnce -wlrh these requiremenLS does no' COl/$tUUle Site
apP1'01ral. Additi01'lQ} ~iJS $pfU:ific UrformtJilon 11U1}' be rrrquired No~. Upon SCOP;1,g slreet submiJtal. eTlSlJTe CDmpleted[or", hat been
signed in the sp<1Ce providedbelow'
"
lIlterim Design S'blncbrdslWater QualitY (EDSPM ChaptEr 3)
Req-'d NIA
.. 0 All non-building rooftop (NBR) impervious surftlees shall be pre-treated (e.g. mulli-ehambered catchbas"in w/oil filttation
media) fbr ...w....Wlltcr qllality, Addltion.llly, a minimum of 50% of the NSR impervious surface shall be treated by
vcgetated methods.
II 0 Wbere required, vegetative stormwater de$lgri shall be conSIStent with interim design standards (EDSPM Section :3 ,02), s~t
forth b}' the Bureau ofEnvironmcnraJ Services (BES) or Clean Water Services (CWS).
o II For new NSlt impervious area less thllD 15,000 sqUIlFC feet. 8 simplified design approach may be foJlowed as specified by
the BES for vegetative treatment.
, 0 Tf a stDnnwater treatmeot swale is proposed, submit calc.ulationslspeeifJ.eations for si2Jng, velocity, flow. side slopes, bottom
slope, and seed nux consistent with either B-ES or CWS requirements, ,
. ] Wat-=:f Quality calculation.'l as required in Sr;ctiotJ :3.03.1 oftbe EDSPM"
o Ii All building roo&p mounted equipment, Or other fluid containing equipment located outside of the building, shall
be: provided with ~"C:Ot'ldary contJ1mrnOtJt or wDBthcr resiGtQ/\t enclosure,
GcnenlJ Study Req1l1remeo1B (E....,:,II.,rI .$ec:Dou 4.03)
~ 0 Droinage trtudy prepared by a ProFessiooal Civil Engineer licensed in the Jltale of DregOh.
o A complete drainage study. 11$ requited in EOSPM Seation 4.03,1, including a hydrolggicaI s1udy map.
D Calculations showing syStem capacity for a ;2-year stDnn event and oveit1oweffects Ot a. 2S-year stenn .went.
.The Ume of concentratIOn (Tc) shall be determined using a J 0 mmute stan time for developed basins.
Review of Down,.~......... System (EDSPM Section 4.03.4,Q
o Ii A downstteam drainage analysis as described in EDSPM Section 4.03 4 C. On-site drainage shall be governed by the
Qn:gon Plumbing Specialty Code (OPse)
o ij.ElcwtiOt1$ Of the HGL and flow Jines for both city and private systems where applicable,
Design of Stonu Sy$lemS (EDSPM Se~tion 4.04) ~
.. :J Flow lines, :;Iopcs, mn e1CVl1tions. pipe type: and sizes clcel'ly mdicated on the phm sct.
o . Minimum pi~ cover shall be 18 inches for reinforv:ed pipe and 36 laches fol' plain concrete and plastic pipe materials, or
proper cngineeriD!1, caleulations shall be provided when less. 11lC~ cover shall be sufficient to support an 80,000 Ib load
without firllurc oftbe pipe 5trtl~c.
o llMaonirtg's "n" values for pipes shall be consistentwitb Table 4-1 oftbe EOSP, All srorm pipes shall be designed to
achieve a millimum velocity ofthrec: (3) feet per second at 0.5 pipe full 'based on Table ~l as well.
Oth~rlMisc
II 0 Existing and proposed contours. located at one foot interval. [nelude spot elevations and site grades showing how site
dtains
.. 0 Pnvatc stOtmwater casements shall be clearly depicted on plans when private storm water flows from one property to
anothCT
o .. DryweIls ~ha11 not rc:cc:ive runofffrom 'IIrIY surftlCe w/o being treated by one or more BMPs, with me II::Xccption of residential
building roofs "(EDSP Scction 3.03.4.A). Additional provisioJls apply to this as required by tbe DEQ. Refer to the websitc,
www.doo.,5tate_-or_uslwo/gmvndwaluichome.h!i!!!l fQT more Information..
o IfJDetention ponds shall be desIgned 10 limit runoffro pre--development rates for thc 2 through 25-year storm events
"'Thisfonn $hall ~ lnclJlr/ed as an attachmerr.t, in.'1ide thefront cover, af t/~e stOrmwaU:r surly
* IMPORTANT: ENGINEER PLEASE READ BELOW AND SIGN!
AS the engineer of record, I hereby certify the abov.e required items are
complete and included with the subnutred stonnwater study and plan set
Sign~J-
r
Date~/:z 'If tb..
I
Form VersioD 2: March 2004
PRE-SIISMITTAl REC'D
MAR 2 6 2008
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PRE.SUBM'l1Al REC'O
MAR 2 6 2008
Appendix B: NRCS Soil Data
j
'1111111111111111...........................
SOIL SURVEY OF LANE COUNTY AREA, OREGON
495800
495900
496000
496100
496300
496400
496500
496800
497100
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800
1,200
Feet
1,600
2o~et~l~t.SUBMI1TAL REC'O ;- 2;;- 400
MAR 2 6 2008
USDA Natural Resources
~ eonsenallOn Semee
3/1 0/2006
Page 1 of3
..u.........................................
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USDA Natural Resources
iiiiliII1!I!I ConsenatlOn Semee
MAP LEGEND
e
SOil Map Units
Cities
Detailed Counties
. Interstate Highways
Roads
Ralls
Water
Hydrography
Oceans
SOIL SURVEY OF LANE COUNTY AREA, OREGON
MAP INFORMATION
Source of Map Natural Resources Conservation Service
Web SOil Survey URL http Ilwebsollsurvey nrcs usda gov
Coordinate System UTM Zone 10
SOil Survey Area Lane County Area, Oregon
Spatial Version of Data 2
SOIl Map Compilation Scale 1 20000
The orthophoto or other base map on which the sOil lines were compiled and
digitized probably differs from the background Imagery displayed on these maps
As a result, some minor shifting of map Unit boundaries may be eVident
3/10/2006
Page 2 of3
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SoIl Survey of Lane County Area, Oregon
Map Unit Legend Summary
Lane County Area, Oregon
Map Umt Symbol Map Umt Name Acres III AOI Percent of AOI
~~~rsii~i!Qrli~1i.1fiia:e~iiq{r~~ ~: ~~ y ~ \ ': ,~' .'
s.::....':t~~'J3,,"~ :. ',':: ~ <'-~::;': T ~ ", M ,~:~! ,"," _ "'_ ,
26 Chehalts sIlty clay loam, occasIOnally 18 2 7 3
flooded
";i;"'7t~J ",c1;~+'{)t'0'€Z ~,,,\%k.tff"%t/~%<1. f;'" ;::y~~:. '" ;,,~;& ~/ ,,'t, ~," >s1: ;s/ '0~_,,_' ?v v
- '~Y':,'~ ';"'''''V€9bUtgrsl1tryday1o~ni' , '1"8.7 ,1
32
Coburg-Urban land complex
795
31 9
, ' y 3:J "
, '
75
Malabon sllty clay loam
490
197
,...;:- _ :: ~ c:t~1 ~ " ""
,7fL "
.< ~ <:. '
79
''''+vV)_.. A
,;'J:h4,' ,
~'A>~~<'"
McBee sIlty clay loam
57
23
<"(:i.6
:' ~v "
6;5',
28
~ < to
96
Newberg loam
I 1
PRE-SUBMITTAL REC'D
MAR 2 6 2008
USDA Natural Resources
iiiiii Consenation Senlce
Web Sot! Survey I 0
NatIOnal Cooperative Sot! Survey
3/1 0/2006
Page 3 on
.181.]81..UIU1UJ8].IU.].).I.I.I.I.I.I.I.).I.I.I.'.'.I.1.1.1.1.1.1.1~1.1.I.J.I.I.I..
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Physical Soil Properties
Lane County Area, Oregon
[Entnes under "Erosion Factors--T" apply to the entire profile Entnes under "Wind Erodibility Group" and 'Wind Erodibility Index" apply only to the surface layer Absence of an entry indicates that
data were not estimated]
5
Awbng
26
Chehalis
31
Coburg
*
32
Coburg
Urban land
75
Malabon
Map symbol
and soil name
Depth
Sand
Silt
Clay
In
Pet
Pet
0-7
7-29
29-60
27-30
50-60
27-40
0-13
13-55
55-70
30-40
25-35
25-45
0-18
18-53
53-65
27-35
35-45
15-30
0-18
18-53
53-65
27-35
35-45
15-30
0-12
12-42
42-60
27-35
35-45
20-35
USDA Natural Resources
~ . Conservation Service
MOist bulk
density
Pet
glee
Saturated
hydraulic
conductivity
micro mlsee
400-1400
001-042
1 40-4 00
400-1400
400-1400
400-1400
400-1400
1 40-4 00
1400-4200
400-1400
1 40-4 00
1400-4200
400-1400
1 40-4 00
400-1400
Available
water
capacity
In/In
018-022
o 03-0 05
017-020
019-021
017-021
019-021
018-020
018-020
013-015
018-020
018-020
013-015
018-020
018-020
018-020
Linear
extensI-
bility
Pet
30-5 9
60-8 9
30-59
30-5 9
30-5 9
o 0-2 9
3 0-5 9
30-5 9
o 0-2 9
30-5 9
30-59
o 0-2 9
30-5 9
30-59
30-59
Organic
matter
Pet
20-50
1 0-20
00-1 0
50-10
20-30
00-1 0
20-60
05-20
00-05
20-60
o 5-2 0
00-05
4 0-6 0
0.5-4 0
00-05
Erosion factors
Wind
erodi-
bility
group
Wind
erodi-
bility
Index
7
38
1 30-140
1 30-1 40
1 30-1 40
1 10-1 30
1 20-1 40
1 30-1 50
1 20-1 40
1 20-1 40
1 20-140
1 20-1 40
1 20-1 40
1 20-1 40
1 20-1 40
1 20-1 40
1 20-1 40
Kw
Kf
T
7
38
32
37
32
32
37
32
3
7
38
24
28
32
24
28
32
5
38
38
Tabular Data Version 4
Tabular Data Version Date 12/13/2005
PRE=SUBMITTAl RECD'oWS only the major 50115 In each map un II Others may eXist
MAR 2 6 2008
- -_.~ - "~--............. -- -~;-.~
28
37
24
28
37
24
5
28
37
24
28
37
24
5
7
24
28
32
24
28
32
5
7
Page 1 of 2
UIUIU)UIUiUIUIUI.I.:.I.I.I.I.I.I.I.I.I.I~\.I.I.I.I~IWI~ ~1.!WI.I.I~I.I.i.i.I.I.!.i.:.:'
Physical Soil Properties
Lane County Area. Oregon
Erosion factors Wind Wind
Map symbol MOist bulk Saturated Available Linear Orgamc erodl- erodl-
and sOil name Depth Sand Silt Clay density hydraulic water extensl- matter bllity blllty
conductivity capacity blllty Kw Kf T group Index
I I
In Pct Pct Pet g/ee micro m/sec In/In Pet Pet
,II 76
II Malabon 0-12 27-35 1 20-1 40 400-1400 018-020 30-5 9 40-60 24 24 5 7 38
12-42 35-45 1 20-1 40 1 40-4 00 018-020 30-59 o 5-4 0 28 28
I! 42-60 20-35 1 20-1 40 400-1400 018-020 30-5 9 00-05 32 32
Urban land 5 8 0
79
I McBee 0-24 27-35 1 20-1 40 400-1400 019-021 30-59 30-60 28 28 5 7 38
i,
, I 24-41 25-45 1 20-1 40 400-1400 013-021 30-59 05-40 28 28
41-62 25-45 1 20-1 40 400-1400 013-021 30-59 o 2-1 0 28 32
95
Newberg 0-14 7-15 1 20-1 40 14 00-42 00 012-015 o 0-2 9 20-40 28 28 3 3 86
14-65 5-15 1 20-1 40 1400-42 00 012-015 o 0-2 9 05-1 0 24 28
96
Newberg 0-14 7-15 1 20-1 40 1400-4200 o 20-0 23 o 0-2 9 2 0-4 0 32 32 3 5 56
14-65 5-15 1 20-1 40 1400-4200 012-015 o 0-2 9 05-1 0 24 28
119
Salem 0-7 15-20 1 20-1 50 400-1400 011-017 o 0-2 9 20-60 20 28 3 6 48
7-26 25-35 1 20-1 50 400-1400 009-017 30-59 1 0-30 20 37
26-60 0-15 1 30-1 60 141 o 03-0 05 o 0-2 9 01-1 0 02 15
00-70500
Urban land 5 8 0
PRE-SUBMITTAL RECIO
USDA Natural Resources Tabular Data Version 4 MAR 2 6 2008 This report shows only the major 50115 In each map unit Others may eXist
~ Conservation Service Tabular Data Version Date 12/13/2005 Page 2 of 2
1-
----:J.I/L _...
---- ---;.... .,- ~~'u,
ill. " " 81 " 11 11 " UI 11 U Ii U U It " tI II .' lU II U II 11 II II 'I " " " .' . " 11 II 11 11 lJ II II " II II .
Engineering Properties
Lane County Area, Oregon
[Absence of an entry indicates that the data were not estimated]
Classification Fragments Percent passing sieve number--
Map symbol Depth USDA texture LiqUid Plasticity
and SOil name >10 3-10 limit Index
Unified AASHTO Inches Inches 4 10 40 200
In Pet Pet Pet
5
Awbng 0-7 Silty clay loam CL A-6, 0 0 100 95-100 90-100 85-95 35-45 15-25
A-7
7-29 Clay, Silty clay CH, A-7 0 0 100 90-100 90-100 80-95 55-75 25-45
MH
29-60 Clay loam, Silty clay loam CH, A-7 0 0 100 90-1 00 90-100 75-95 50-65 20-35
MH
26
Chehalis 0-13 Silty clay loam CL A-7 0 0 100 100 95-100 85-95 40-50 20-30
13-55 Silty clay loam, Silt loam ML A-4, 0 0 100 100 95-100 85-95 35-45 5-15
A-6,
I A-7
I 55-70 Loam, Silty clay, Silt loam CL A-6, 0 0 100 100 90-1 00 70-90 30-45 10-20
I' A-7
I
31 --'
,'* Coburg 0-18 Silty clay loam CL A-6 0 0 95-100 90-100 85-100 80-95 30-40 10-15
18-53 Silty clay, Silty clay loam CL A-7 0 0 95-100 90-100 85-1 00 80-95 40-50 15-25
I 53-65 Clay loam, Fine sandy loam, ML, A-4 0 0 90-100 85-1 00 70-90 40-65 25-35 NP-10
i Loam SM
I,
I 32
Coburg 0-18 Silty clay loam CL A-6 0 0 95-100 90-1 00 85-100 80-95 30-40 10-15
18-53 Silty clay, Silty clay loam CL A-7 0 0 95-100 90-1 00 85-100 80-95 40-50 15-25
53-65 Clay loam, Fine sandy loam, ML, A-4 0 0 90-100 85-1 00 70-90 40-65 25-35 NP-10
Loam SM
Urban land
USDA Natural Resources PRE- SU~M\TIAt R~~~ shows only the major 50115 In each map unit Others may eXist
~ Conservation Service Tabular Data Version 4 MAR 26 Z008
Tabular Data Version Date 12/13/2005 Page 1 of 3
,...---
118 " " D D " " DUll U IJ fD ., I' " 11 " '" 11 11 (Ill" " " '" " '" '" '" " " Ill'll " " 1111 . . . .
I
I
Engineering Properties
Lane County Area, Oregon
Classification Fragments Percent passing sieve number--
Map symbol Depth USDA texture Liquid Plasticity
and sOil name >10 3-10 limit Index
Unified AASHTO Inches Inches 4 10 40 200
In Pet Pet Pet
75
Malabon 0-12 Silty clay loam ML A-6 0 0 95-100 90-100 80-100 75-95 35-40 10-15
12-42 Silty clay, Silty clay loam CL A-7 0 0 95-100 90-1 00 85-1 00 80-95 45-50 20-25
42-60 Clay loam, Loam ML A-4, 0 0 95-100 85-100 70-100 60-80 30-40 5-15
A-6
76
Malabon 0-12 Silty clay loam ML A-6 0 0 95-100 90-1 00 80-100 75-95 35-40 10-15
12-42 Silty clay, Silty clay loam CL A-7 0 0 95-100 90-100 85-1 00 80-95 45-50 20-25
42-60 Clay loam, Loam ML A-4, 0 0 95-100 85-100 70-100 60-80 30-40 5-15
A-6
Urban land
79
McBee 0-24 Silty clay loam ML A-6 0 0 100 100 95-100 85-95 35-40 10-15
24-41 Clay loam, Silty clay loam, CL, A-6 0 0 100 100 95-1 00 80-95 34-40 10-15
Silt loam ML
41-62 Gravelly loam, Silty clay, Silt CL, A-6, 0 0 55-100 50-100 50-1 00 45-95 35-50 1 0-25
loam GC A-7
95
Newberg 0-14 Fine sandy loam SM A-2, 0 0 100 100 60-85 30-50 20-25 NP-5
A-4
14-65 Coarse sandy loam, Fine SM A-2, 0 0 75-100 75-100 40-85 25-50 20-25 NP-5
sandy loam, Sandy loam A-4
96
Newberg 0-14 Loam ML A-4 0 0 100 100 90-100 65-85 30-35 NP-5
14-65 Coarse sandy loam, Fine SM A-2, 0 0 75-100 75-100 40-85 25-50 20-25 NP-5
sandy loam, Sandy loam A-4
USDA Natural Resources Tabular Data Version 4 ,,'u ~;ji.JBM/rrAreRECtaY the major sOils In each map Unit Others may eXist
~ Conservation Service
Tabular Data Version Date 12/13/2005 MAR 2 6 2008 Page 2 of 3
r,' " " " " " " .' " D " " tI . . " " " " " " " " " lJ .. " . II .. Ill! lJ Il tJ. tJ .. tJ . g . . ., ., .
Engineering Properties
Lane County Area. Oregon
ClassificatIOn Fragments Percent passing sieve number--
Map symbol Depth USDA texture liquid Plasticity
and soli name >10 3-10 limit Index
Unified AASHTO Inches Inches 4 10 40 200
In Pet Pet Pet
119
Salem 0-7 Gravelly silt loam CL-ML. A-4 0 0-5 55-80 50-75 45-75 40,70 25-35 5-10
GC-GM.
GM.
ML
7-26 Gravelly clay loam. Gravelly CL. A-2. 0 0-5 55-80 50-75 40-70 20-65 35-45 10-20
sandy clay loam. Gravelly GM. A-6.
silty clay loam ML. A-7
SM
26-60 Very gravelly loamy sand. GP. A-1 0 10-15 25-55 15-50 1 0-35 0-10 0-14 NP
Very gravelly sand. GP-GM.
Extremely gravelly sand SP.
SP-SM
I _ Urban land
I
PRE-SUBMITTAL REC'D
MAR 2 6 2008
USDA Natural Resources
~ Conservation Service
This report shows only the major 50115 In each map unll Others may eXist
Tabular Data Version 4
Tabular Data Version Date 12/13/2005
Page 3 of 3
~........g..g6g0000ggggg~ggggg9g9~g9gg0000001
Water Features
Lane County Area, Oregon
[Depths of layers are In feet See text for definitions of terms used In this table Estimates of the frequency of pondlng and flooding apply to the whole year rather than to individual months Absence of
an entry Indicates that the feature IS not a concern or that data were not estimated]
Map symbol
and sOil name
Hydrologic
group
Surface runoff
Month
5
Awbng
D
January
February
March
Apnl
May
November
December
II
II
26
Chehalls
B
January
February
March
November
December
I
I.
I
I
31
Coburg
C
January
February
March
Apnl
May
November
December
i
I
PRE-SUBMITTAL REC'O
MAR 2 6 2008
USDA Natural Resources
~ Conservation Service
i
I I
I
Water table
Upper limit
Ft
00-0 9
00-09
00-09
00-09
00-09
00-09
00-09
1 5-2 5
1 5-2 5
1 5-2 5
1 5-2 5
1 5-2 5
1 5-2 5
1 5-25
Pondlng
Flooding
Lower limit
Surface depth
Frequency
Duration
Frequency
Duration
Ft
Ft
>60
>60
>60
>60
>60
>60
>60
None Bnef Rare
None Bnef Rare
None Bnef Rare
None Bnef Rare
None Bnef Rare
None Bnef Rare
None Bnef Rare
None Bnef Occasional
None Bnef Occasional
None Bnef Occasional
None Bnef Occasional
None Bnef Occasional
None None
None None
None None
None None
None None
None None
None None
>60
>60
>60
>60
>60
>60
>60
ThiS report shows only the major Salls In each map umt Others may eXIst
Tabular Data Version 4
Tabular Data Version Date 12/13/2005
Page 1 of 3
1..ggggUUUUOOu~~~~~~~~~~~~~ggg9~~~~9~8gI0.001
1
, ,
I
I
Map symbol
and sOil name
Surface runoff
Hydrologic
group
32
'* Coburg
C
II
PRE-SUBMITTAL REC'D
MAR 2 6 2008
USDA Natural Resources
~- Conservation Service
,
I,
,
,i
January
February
March
Apnl
May
November
December
Jan-Dec
Jan-Dec
Jan-Dec
Jan-Dec
January
February
March
Apnl
November
December
Month
Water Features
Lane County Area, Oregon
Water table
Upper limit
Ft
1 5-2 5
1 5-2 5
1 5-2 5
1 5-2 5
1 5-2 5
1 5-2 5
1 5-2 5
20-3 0
2 0-3 0
20-30
2 0-3 0
20-30
20-30
Pondlng
Flooding
.,-.-.---.
~'~--'--'.
Lower limit Surface depth
Duration
Frequency
DuratIOn
Frequency
Ft
Ft
>60
>60
>60
>60
>60
>60
>60
None None
None None
None None
None None
None None
None None
None None
None None
None None
None None
None None
None Bnef Frequent
None Bnef Frequent
None Bnef Frequent
None None
None Bnef Frequent
None Bnef Frequent
>60
>60
>60
>60
>60
>60
This report shows only the major 50115 In each map Unit Others may eXist
Tabular Data Version 4
Tabular Data Version Date 12/13/2005
Page 2 of 3
l.gDUUUUUU~~~~~~~~~~~~~~~~~~~~9~~~~~~MUUOUUU.
Map symbol
and sOil name
HydrologiC
group
Surface runoff
95
Newberg
B
96
Newberg
B
119
: L I Salem B
I I Urban land
I D
::
PRE.SUBMITTAl REC'O
MAR 2 6 2008
USDA Natural Resources
~ Conservation Service
I,
; ~ no r.. ,,'
Month
January
February
March
December
January
February
March
December
Jan-Dec
Jan-Dec
Water Features
Lane County Area, Oregon
Water table
Upper limit
Lower limit
Ft
Ft
Tabular Data Version 4
Tabular Data Version Date 12/13/2005
Pondlng
Flooding
Surface depth
Duration
Frequency
Duration Frequency
Ft
None
None
None
None
Brief OccasIOnal
Brief Occasional
Brief Occasional
Brief Occasional
Brief Occasional
Brief Occasional
Bnef Occasional
Brief Occasional
None
None
None
None
None
None
None
None
ThiS report shows only the major sOils In each map unll Others may eXist
Page 3 of 3
II
iii
&I
II
it
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.
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it
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it
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II
III
1/1
"
,.
.
PRE-SUBMlTIAl REC'O
MAR 2 (; Z008
Appendix C: City Drainage Basin Map
~-~
-......-..,-=> ~,,~-- ~
-CC-~ -~
'" - "'" '~ ('- > />/7. = -~
'-, ,/) D~~~~ / ,- -- ""
- -- -5MH 016 ,Rim, 43Q1!" DMH 10:7 ~ -
- 'Rim, -430;>8 Depth~~,[3 -- _ Rim 4.3113' '
Deph -- 5 _ Pro} ~Il-_( 751_QQ Dep Th. 3'
- _ PrOf OO-oce 'T PrOF P30_0Z 51_00 502 ~
@.. =='- , ~ - => OM 102
___ ________ ~ 503 jgi V,A -- -- -- ,ut./ 43042'
. ';03 -~ ~, -- - ,_.'=\ -/ ~";-~~~ ~ t )fi~- > __ yON ~ p;glh OS~~0291_00
__~___;:=_3~{J__ ,__._ _ _,..--~~O ~Ic:; f~353- $-,;S;-AM~k~)~"~278~419 4 ;
-- -- - ~-::!" "FiA291 -=-_E-5_.---t<t-ttta~,5~!:;;.~~~31 8' "t'.~~ ~Z\ 0) <i,
. -- 3'~0N:"8<;;- ~4291 CON 8. 262 ~IW~ 0 ~;g1 oSP _ 91_00 '. '/ q<._ 1.'\ . ~CJ
- ,"- "- " 90 ---________ " I! \ --: ~-- - ~
" ~ I ---- " ! "~ \~
~"-'--;- -- ''''~o.' r,.467 L' <-:f~, DMH 103 _.~:~:o
- "1 \.:/.~ 431 ~5' f \
-- ~ , "-::l ~1 --:? th 00.9000
~->~"" :.:' '-'"'" 'J~ -, J ':
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,0 ' --; _, 352 <troth 4~Ol9 ~~ ----
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125' ) ~ ~~~. ,'" " \'\ '------ g~,
r-n__ 0 Depth: 13: '" "'- ',5'-
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/' 1 \ \.,' '-0 ~" ; "- '~-- (:i... -- - 1
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/// !)/ //;/ // //
=~ =fJ// Ir-~~ ~~~-'>-L~~-~:,~,
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~{)rJfO:-\lOO
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132'
,~
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r
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De[th
Pro): 1-
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~ 1
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; Rim, 43\98
50- i 0 DepthL ~ po
, _ -'::- ProF--DO ,0.00 -'
rnI,\~---",-. ... g;
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c:.>..> \
5Mb
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^ .::35 ~
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_ 4~0~~ -I _ _ U'~S!48~
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PRE-SUBMllTAl REC'D
M'AR 2 6 2008
Appendix D: 1 00 Year Flood Plain
-==-=-= -~ -
- - - - - -- - ~
~_ J
_ _ - n_~l
:' ~ 0 D ~I rJ; rJ I" 1'1 I'J 1'1 1'1 1'J 1'J 1"J I., 1-' III I., I., 1'J 1'1 1'1 1'111'1 r, 1'1 f'Jl f'1 r1 r1 f'1 f'1 rti rt: rtJ I'll r1 f'i 1'1, rt, Al 81 1"11 fltl I
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ZONE X
LANE COUNTY
UNINCORPORATED AREAS
415591
GAME
BEL TUNE
ROAD
"--
\~
~
This IS an offiCial copy of a portion of the above referenced flood map It
was extracted uSing F-MIT On-Line TIlls map does not reflect changes
or amendments which may have been made subsequent to the date on the
- title block For the latest product Informabon about National Flood Insurance
Program flood maps check the FEMA Flood Map Store at www msc fema gOY J
~
APPROXIMATE SCALE IN FEET
500 0 500
=--
~~ NATIONAL FLOOD INSURANCE PROGRAM"
1'1''1'"''
I; I I FIRM
'I FLOOD INSURANCE RATE MAP
I LANE COUNTY,
I OREGON AND
INCORPORATED AREAS
I I PANEL 1133 OF 2975
ISEE MAP INDEX FOR PANELS NOT PAINTED)
1'1
I ;:
I
:1
I
CONTAINS
COMMUNITI
NUMBER PANEL SUfAX
410122 1133
0415592 1133
EUGENE CITY OF
smlNCFlElD C1TY OF
LANE COUNTY
UNINCORPORATED AREAS
416591 1133
MAP NUMBER
41039C1133 F
EFFEcnVE DATE:
JUNE 2. 1999
II
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.
~
PRE-SUBM\TIAl REC'D
MAR 2 6 Z008
Appendix E: ODOT IDF Curve for Zone 7
~
~~-:' = =-~_, . ~_.. L
..- --
.....~A-V__
f l'J lJ; lY, lJj llJ LJ LJ LJ' lJ lJ lJ II LJ lIJ LJ LJ LJ lJ LJ LJ lJ LJ lJ 'lJ lilt llLJ lJ lJ lllt lJ LJ l] LJ LllJ lJ (J) (] () ('J I
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RAINF ALL INTENSITY - DURATION - FREQUENCY CURVES
5.0 '
~t ~;!~::==,,!i~~~;;:c;~ll' m,i
: .. t ::::g==~~='=I--==:=::: :::..'::: = =::!:i:!:f
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0.7 -
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=1= = " , .......... ' , - . =C = = ~ : :-: : : - .
= = = - : -- - ~' ~ ........ ~... ~ I~ ~ ~ ~ :
---- --- - - ., II ["'00.......... - 1m r I 1_
._=' IIIIIItifi ::1Ii
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~~~~~r~=== ~~~ ~r~~ : ~,
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=~~=::!::f~~~~~~~ .. .
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0.4 -
..
0.3 - -
-
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0.2 -
-
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- ,-:::t::t-~::::- :::
-=== =~i=::E1:::::- :::
==='===~=-~~-_::_--- .,.~,
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E ~=~~~:,~,~ ~H~~~~~ ~~ :::-~'~~~n:~~~
~ ====:=======r:::::: ::: :.: ~I=I::: :::::::
~ _f-_'-;~~==~~~~1~111~{.f~": ~~~I~~=J:: .
I -----,--. ., i- -
- -- I - -
-. ~l ,~
0.1-
4
25 30
40
50 60 70 80 100
5
6 7 8 9 10
15
20
RAINFALL DURA nON. Minutes
--,.....
Zone 7
-
1-I.W-l/100 Yr.
50 Yr.
-- 25 Yr.
-10 Yr.
'-- 5 Yr.
-- 2 Yr.
UBMllTAl REC'Oi
MR 2 6 2008
150 200 300 400
~
~
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_... -----.~- --
::...--j...~~ "'---
PRE-SUBM\TIAl REC'O
MAR 2 6 2008
Appendix F: Grassy Swale Curves
~
~
.'
~
~
~
~\
~
~\
~
.
....J
Grassv Swale
Exhibit 2-15 (Sheet 1)
Swale Length at 1.5% Longitudinal Slope
iii
'--'
180
170 -
- 160
Q)
~ 150
.r:.
- 140
OJ
t:
Q) 130
...I
Q)
co 120 -
~
en 110
- -
100
90 ,
0
Bottom Width = 6'
Bottom Width = 4'
iii
~
.,
--./
~
~
~
..
'--'
.1
'--'
ill
.1
'--'
- - - - - 1-
_ Swale Data
Side slopes are 4 1
Mimmum length is
100'
..
'--'
0.2
04
06
0.8
1
~
~
Flow Rate, Q, cfs
11
~
~
~
~
~
...
-J
..
-J
.
-J
.
-J
~
~
~
~
~
~
~
~
~
~
~
~
II!
?\{tDSuBM\TI~l RECtD
MAR 2 (1 ZOOS
Stormwater Management Manual
Adopted July 1, 1999; revIsed September 1, 2004
Page 2-72
..
l