HomeMy WebLinkAboutPacket, Pre PLANNER 9/30/2009
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PRE-SUBMITTAL
DISTRIBUTION LIST:
RECEIVED
Date Distributed:
CJr 3f()' oq
SEP 3 0 Z009
By: ?eE - Poffi-cf
I v--f !5 +
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/ Dave Puent - Building
t/ . Gilbert GordonlMelissa Fechtel- Fire
v Jon Driscoll- Traffic
/ Matt Stouder- Public Works/Engineering
Dennis Ernst/Chris Moorhead, Surveying
Planner, ./;;J;tuJ-P ti~~
'City of Springfield
Development Services Department
225 Fifth Street
Springfield, OR 97477
541-725-3753 Phone
541-726-3689 Fax
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Pre-SubmHt~IMeeting
Case Number Assigned: PRE2009-00025
Date Submitted: 9/29/2009
Proiect Name: DARIMART ADD NW COR 69/MAIN
Project Description: Pre-Submittal Meeting - Site Plan Review to add two retail tenant spaces for a
total of approximately 4600 square feet.
Application Type: Site Plan Review
Job Address: 6898 MAIN ST
Assessor's & Tax Lot #: 1702353205317
DISCLAIMER: Applications will not be exempt from Development Code or procedural amendments that may occur
between the time 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 tbe following business day and will contact yon to confirm the meeting date and time.
PRE.SUBMI'ijAl RE ~lD
SEP 2 9 ZUU:J
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PlanJobPrint.rpt
9/29/2009
3:09:58PM
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Pre-Submittal Meeting.
Development Services Department
Room 616
PRE-SUBMITTAL MEETING DATE: Tuesday, October 6,2009
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1. PRE-SUBMITTAL MTG #PRE2009-00025 (SITE TENT) DARI-MART/GmSON
Assessor's Map: 17-02-35-32 TL 5317
Address:. 6898 Main Street
Existing Use: Dari-Mart Store
The applicant submitted plans for an addition to the existing Dari-Mart store building of
two retail tenant spaces totaling 4,600 sq ft., and to update site infrastructure and parking
associated with the addition.
Meeting Date/Time: Tuesday, October C;, 2009 11:00 - noon DSD 616
Planner: Steve Hopkins
PRE.SUBMITTAl REC'O
SEP 2 9 2009
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:City of Springfield
. Development Services Department
225 Fifth Street
Springfield, OR 97477.
Site Plan Review
A licant Name: Jock Gibson
Phone: 541.998.8544
Com an :
Address:
Gibson & Gibson, LLC
Fax:
541.998.4667
1120 I Street, Junction Ci
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A licant's Re .: Kristen Ta lor
Phone: 541.687-7902
Com an :
Address:
TBG Architects & Planners/Inc
Fax:
541.687.0625
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1120 I Street, Junction Ci
Phone: 541.998.8544
Fax: 541.998.4667
Gibson & Gibson, LLC
ASSESSOR'S MAP NO: 17-02-35-32
TAX LOT NO S : 5317
6898 Main Street
32,236 s uare feet or 0.74 acres
Acres ~ S uare Feet ~.
Pro osed Name of Pro"ect: 69'" & Main Retail Addition
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Description of
Pro osal:
If you are filling in this form by hand, please attach your proposal description to this application.
A building addition to the existing 2,900-square-foot Dari Mart.convenience store building including a
rninimwn of two retail tenant spaces totaling approximately 4,600 square feet and the update of the site
infrastructure and arkin associated with the addition.
Existin Use: Develo ed with a 2,900-s uare-foot Dari Mart convenience store buildina w/ arkin & site im rovements.
. sf
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Associated A. Iications:
Si ns:
Pre-Sub Case No.: PREeCO
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Date:
Reviewed b
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Case No.:
Date:
Reviewed b
TOTAL FEES:
DO
Posta e Fee: $
A lication Fee:
34&.DO
JECT NUMBER: rf.J2f)01-OtJO~
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Revised 1/1/08 Molly Markarian
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CITY OF SPRINGFIELD
VICINITY MAP
PRE2009-00025
6898 Main Street
MAIN ST MAIN ST MAIN ST
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PRE-SUBMITIAL RECID
SEP 2 92009
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September 29, 2009
City of Springfield
Development Services Department
225 Fifth Street
Springfield, Oregon 97477
ARCHITECTS &
PlANNERS/lNC
RE:
Site Plan Review Pre-Submittal Application
69th & Main Retail Addition (2007/0/1.3)
132 East Broadway
Suite 200 .
Eugene, Oregon 97401
541-687-1010.
541-687-0625 Fax
Owner:
6898 Main Street
Assessor's Map 17 -02-35-32
Tax Lot 5317
Gibson & Gibson, LLC
1120 Ivy Street
Junction City, Oregon 7488
Contact: Jock Gibson
PRt.SU~W\mA\. RECIO
SE.P 2 92.009
Project Address:
Assessor's Map & Tax Lot:
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Owner's
Representative:
TBG Architects & Planners/lnc
132 East Broadway, Suite 200
Eugene, Oregon 97401
Voice 541,687,1010 . Fax 541.687,0625
ktaylor@tbg-arch.com
Attn: Kristen Taylor
On behalf of Gibson & Gibson, LLC, enclosed is a package with an application for a
Site Plan Review for the proposed 69th & Main Retail Addition. In accordance with
the Site Plan Review submittal requirements under SDC 5.17-1 00, the following is
provided for review by the City Staff:
Site Plan Review Application Form - 1 Copy
Site Plan Review Submittal Requirements Checklist - Non-Applicable Items - 1 Copy
The Property Deed - 1 Copy
A Preliminary Title Report - 1 Copy
Site Plan (8y," x 11 ") - 1 Copy
Attachments - 3 Copies:
Narrative
Exhibit A - Oregon Department of Transportation Statutory Warranty Deed
Exhibit B - Legal Description of Oregon Department of Transportation Portion
of OLD 69th Street Right-of-Way
Exhibit C - Oregon Department of Transportation Draft License for Ingress and
Egress
Exhibit 0 - E-mail from Debbi Rich, ODOT Property Agent, to Kristen Taylor,
TBG Architects & Planners/lnc, dated January 29, 2009
Exhibit E - Exhibit Map of Public Easement Revision
Exhibit F - Legal Description of Existing Public Easement
John E.lawless,AIA
Principal
James F. Alberson Ill, AlA
Principal
Darrelll. Smith, NCARB, FAJA
Principal
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City of Springfield
September 29,2009
Page 2 of 2
Exhibit G - Legal Description of Portion of Public Easement to be Released
Exhibit H - Legal Description of Public E~sement after Revision .
Exhibit I - Letter from Clayton' Mc~achern, City of Springfield Civil Engineer
dated July 12, 2009 .
Exhibit J - Letter from Bart E. McKee, PE, Springfield Utility Board, Senior Civil
Engineer dated October 30, 2007
Exhibit K - Stormwater Drainage Study by SS&W, IrK. - Engineers
Exhibit L - Parking Lot Lighting Fixture Specification & photometric Test Report
Plan Sets - 3 Copies* (all dated September 29,2009):
Tl -
C1-
C2-
(3-
C4 -
Al-
A2 -
A3 -
LA-1 -
LA-2 -
LA-3 -
LA-4 -
LA-S -
Title Sheet
Existing Conditions
Site Utility Plan
Site Grading & Drainage
Details
Site Plan
Floor Plan
Exterior Elevations
Planting Plan
Planting List
Specifications
Specifications
Specifications
If you have any questions, please do not hesitate to call me at your convenience.
Thank you for your time and consideration of this proposal.
//,-
risten yl r, CSBA
Project Manager
KT/nl
cc: Jock Gibson, Gibson & Gibson, LLC
Mike Dahrens, SS&W, Inc. - Engineers
Michael Sanchez, Schirmer + Associates, LLC
*Note that 4 more copies of plan Sets will be delivered to you on September 30, 2009.
Z:\PR0)\200710 Gibson o9th & M,im\Corresp"Agenql\5ite Review Presubm\l'lil\ :lOO9\20071C-Site Review Cover letter .doc
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City of Springfield
Development Services Department
225 Fifth Street
Springfield, Oregon 97477
RE: Site Plan Review Pre-Submittal Application
69'h & Main Retail Addi~i.on (2007.1q/1.3)
Project Address:
Assessor's Map & Tax lot:
6898 Main Street
Assessor's Map 17-02-35-32
Tax Lot 5317
Gibson & Gibson, LLC
1120 Ivy Street
Junction City, Oregon 7488
Contact: Jock Gibson
Owner:
NARRATIVE
In accordance with the Site Plan Review submittal requirements, this written
statement describes the proposed development and demonstrates that the proposal
complies with the cr,iteria under SDC 5.17-100. The proposal is subject to the Type
II application review process per SDC 5.17-110(B).
I. land Use Request
The present request is for approval of a building addition to the existing 2,900-
square-foot Dari Mart convenience store building including a minimum of two retail
tenant spaces totaling approximately 4,600 square feet and the update of the site
infrastructure and parking associated with the addition. Tenants have not yet been
identified. Generally, tenants will not be identified until after the core and shell
construction of the buildings. However, it is likely that Goodwill Industries will
occupy the larger tenant space on the western side of the existing building and a
specialty retail store or office use will occupy the smaller tenant space on the eastern
side of the existing building. The existing coffee kiosk and related queue lanes and
site infrastructure on the east side of the site a.re to remain unchanged. (Reference
the attached Site Plan for details.)
Additional details regarding this proposal are provided on the Site Plan Review
drawings, the remainder of this written statement, and other materials attached
herein.
TBG
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ARCHITECTS &
PLANNERS/INC
132 East Broadway
Suite 200
Eugene, Oregon 97401
541-687-1010
541-687-0625 Fax
John E, Lawless, AlA
Principal
James F. Alberson Ill, AlA
Principal
Darrell L. Smith, NCARS, FAIA
Principal
City of Springfield
Site Plan Review Pre-Submittal Application
September 29, 2009 '
Page 2 of 18
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Design Intent:
The 69th & Main Retail Addition represents an effort to raise the standard of typical
neighborhood commercial development in the Thurston area:
. to enhance and upgrade the quality of local neighborhood commercial
development; ,
. to reduce the blighted appearance of parking by providing quality landscaping
surrounding the property; and
. to ensure compatibility between the neighborhood commercial and
surrounding residential development by using pedestrian-scaled architectural
features like awnings and windows (residential in character) as well as
pedestrian circulation from the public right-of-way to the front entrances of
the building,
The proposed use is consistent with the Springfield Development' Code (SDC) and the
Springfield Zoning Map, The subject property is within the Neighborhood
Commercial (NCl zoning district Generally, retails sales and specifically,
convenience stores, are permitted uses in the NC zoning district subject to Site Plan
Review approval.
Additionally, consistent with the applicability of the Site Plan Review process and the
Springfield Development Code, the project addresses, on-site stormwater
management to maintain the integrity of the City's watercourses by preserving water
quality, Similarly, the site and building design and orientation minimize possible
adverse effects on surrounding property owners and the general public. Per Public
Works Staff, this application is notrequired to include a Transportation Impact Study,
The project was designed with the understanding that its long-term viability as an
active commercial business located along 69th Street and Main Street depends on the
economic and ecological health of the local community, To this end, the 69th & Main
Street Retail Addition proposal attempts to balance economic concerns with careful
attention to residential neighborhood compatibility,
This request for Site Plan Review is proposed under the general approval criteria, As
demonstrated in Section IV below, the subject request meets all applicable code
criteria and should be approved as proposed,
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'City of Springfield .
Site Plan Review Pre-Su~ittal Application
September 29, 2009
Page 3 of 18
Design Team:
Owner and Applicant:
Gibson & Gibson, LLC
1120 Ivy Street
Junction City, Oregon 97488 "
Contact: jo\=k Gibson
541.998.8544' Fax 541.998.4667
jgibson@loch.mead.com
Applicant's Representative and
Architect:
TBG Architects & Planners/I nc
132 East Broadway, Suite 200
Eugene, Oregon 97401
Contact: Kristen Taylor
541.687.1010' Fax 541.687.0625
ktaylor@tbg-a~ch.com .
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Civil Engineer and Surveyor:
SS&W, Inc. - Engineers
2350 Oakmont Way, Suite 105
Eugene, Oregon 97401
541.485.8383 . Fax 541.485.8384
Civil Engineer Contact: Ralph Wilson, PE
email@ssw-engineer.com
Surveyor Contact: Mike Dahrens, PLS
email@ssw-engineer.com
Landscape Arch itect:
Schirmer + Associates, LLC
375 West 4th Avenue, Suite 201
Eugene, Oregon 97401
Contact: Carol Schirmer, ASLA
541.686.4540 . Fax 541.686.4577
carol@schirmerassociates.com
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City of Springfield
Site Plan Review Pre-Submittal Application
September 29, 2009 "
Page 4 of 18
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II. Site Description
A. Location and Site Context
This Site Plan Review Pre-Submittal request applies to Tax Lot 5317 of Lane
County Assessor's Map 17-02-35-32. The Gibson & Gibson, LLC site is
approximately 32,236 square feet (0.74 acres) in size. This parcel as described
will be referred to in this application as the subject site. Additionally, as
permitted by the Oregon Department of Transportation (OOOT), the design
proposes limited use of OOOT's properties along 69"' Street for access, vehicular
circulation, landscaping and existing utilities. (Reference attached e-mail from
Debbi Rich, OOOT Property Agent, to Kristen Taylor dated January 29, 2009,
including: Draft License for Ingress and Egress, Legal Description of OOOT
Portion of OLD 69th Street Right-of-Way; and Exhibit A, Statutory Warranty
Deed.) The OOOT parcels are approximately 3,687 square. feet (0.085 acres) in
size.
The subject site is located on the northwest side of the 69th Street and Main Street
intersection. Main Street (McKenzie Highway 126) is classified as a principal
arterial and 69th Street is classified as a major collector.
The subject site is located within the Springfield City limits and Urban Growth
Boundary. The Gibson & Gibson, LLC property is zoned Neighborhood
Commercial (NC) and currently developed with a Oari Mart convenience store
and a coffee kiosk. The OOOT property located directly east of the site is zoned
NC and currently developed with existing asphalt, 6" curb and landscape bed
adjacent to OOOT's Tax Lot 2101. The OOOT parcel, Tax Lot 2101 (1,307
square feet), located along 69th Street is zoned Low Density Residential (LOR) and
is currently developed with landscaping. .
The properties located to the north, south, east and west of the subject site are
zoned Low Density Residential and developed primarily with single family
residential homes.
The proposed development site is serviced nearby via Lane Transit ~istrict (L TO)
Route 11. The nearest bus stops that are regularly serviced by this route are
. adjacent to the site on Main Street near the intersection of 69th Street and Main
Street.
B. Existing Conditions and Site Access
The subject site is relatively flat and will take primary access to the public road
system via existing driveways located on 69th Street and Main Street. The
property is determined to be outside of the 500-year floodplain.
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'City of Springfield. .
Site Plan Review Pre-Su~ittal Application
September 29,2009
Page 50f 18
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ODOT-owned fee-title properties separate most of the site's frontage from the
69th Street public right-of-way. ODOT has given preliminary indication that they
will issue a License for Ingress and Egress for the project to maintain the existing
entry across their property via the existing 69th Street driveway for access,
vehicular circulation, landscaping and existing utilities. ODOT's issuance of the
License for Ingress and Egress is subject to the City of Springfield's approval of
access to 69th. Street as noted in attached e-mail from Debbi Rich, ODOT
PropertyAgent, to Kristen Taylor dated January 29, 2009.
The existing landscaping on the site will be enhanced with new landscaping
consistent with the current development code standards. The existing trees on-
site and street trees will remain and tree protection measures will be observed as
needed to protect the trees and roots systems during construction. . Reference the
planting plan for details.
III. land Use History
The subject site was an[\exed into the City of Springfield in 1960.
As stated above, the subject site is located within the Springfield City Limits and
Urban Growth Boundary. ,It is zoned Neighborhood Commercial (NC). .
IV. Approval Criteria - Site plan Review Supporting Facts and Finding~ .
This section is organized by the applicable approval criteria per SDC 5.17-125.
Applicable approval criteria are outlined in bold italics below, followed by proposed
findings in normal text.
A. The zoning is consistent with the Metro Plan diagram, and/or the applicable
Refinement Plan diagram, Plan District map, and Conceptual Development
Plan.
Findings: Per the Eugene-Springfield Metropolitan Area General Plan. Plan
Diagram, the subject property falls within the Urban Growth Boundary .and the
Metro Plan Boundary. The subject site is clearly designated Low Density
Residential on the 2004 Metro Plan Diagram. However, per the Metro Plan
Section G, Metro Plan Diagram, the second paragraph under Land Use
Designations, states that "Certain land uses are not individually of metropolitan-
wide significance in terms of size or location because of their special nature or
limited extent. Therefore, it is not advisable to account for most of them on the
Metro Plan Diagram. The Diagram's depiction of land use designations is not
intended to invalidate local zoning or land uses which are not sufficiently
intensive or large enough to be included in the Metro Plan Diagram." It was
determined in past City of Springfield land use and building permit applications
City of Springfield
Site Plan Review Pre-Submittal Application
September 29, 2009 .
Page 6 of 18
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that this property is not sufficiently large enough to be included in the Metro Plan
Diagram. The existing NC zoning is consistent with the Springfield Zoning Map,
which is the guiding zoning document for this property.
The subject site falls within the Thurston Area, which does not have an adopted
Refinement Plan or Plan ~istrict Map. There are no other relevant land use
planning documents for this site. The proposed use is consistent with the
Springfield Development Code (SOC) and as stated above, consistent with the
Springfield Zoning Map, the guiding zoning document for this property.
Generally, retail sales and specifically, convenience stores, are permitted uses in
the NC zoning district subject to Site Plan Review approval. The tenants for the
proposed additional building area have not yet been identified. However, the
uses will be permitted uses in the NC zoning district subject to review at the time
of tenant infi\l building permit submittal. Therefore, the zoning and proposed
development is consistent with this criterion.
B. Capacity requirements of public and private facilities, including but not
limited to, water and electricity; sanitary sewer and stormwater management
facilities; and streets and traffic safety controls shall not be exceeded and the
pubfic improvements shall be avaifabfe to serve the site at the time of
development, unfess otherwise provided for by this Code and other appficable
regulations. The Public Works director or a utility provider shall determine
capacity issues.
Findings: The applicant is proposing to construct a building addition of
approximately 4,600 square feet to the existing 2,900-square-foot Oari Mart
convenience store building as well as update the site infrastructure and parking
associated with the addition on NC-zoned land with adequate public and private
facilities. Reference the attached civil engineering drawings for details on existing
and proposed facilities. Per SOC 4.3-125, all private utilities on the proposed
development site will be placed underground whenever possible. There are no
streets or public improvements proposed as part of this development. The
existing driveways on 69th Street and Main Street are proposed to remain
unchanged:
There is an existing public utility easement, which presently covers the entire
eastern end of the subject site and the OOOT property. Within this easement on
the subject site, there is, an existing public 8" water main and gas line located
beside each other located adjacent to the OOOT property running in the,north-
south direction. There is also a public 66" stormwater main and gas line that also
runs in the north-south direction along the eastern edge of the subject site and
OOOT site. The owner proposes to revise the existing blanket public utility
easement in this area of the subject site so the western edge of the easement
shifts to the east by only about 8 to 10 feet to more appropriately define the area
. City of Springfield .
Site Plan Review pre-Sul::imittal Application
September 29,2009
Page 7 of 18
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required for the existing utilities. The owner has provided correspondence and
letters of consent for a proposed revised easement configuration by Springfield
Utility Board (SUB) for the water line, and the City of Springfield'. Reference the
attached Existing Conditions Plan for details regarding the exiting public utility
easement and ODOT property locations. Reference attached preliminary letters
from Clayton McEachern, the City 6f Springfield, and Bart E. McKee, Springfield
Utility Board. Also reference the existing and proposed draft public utility
easement descriptions. .
The proposal has adequate water service available from an existing 8" public
water main located along Main Street. There is an existing lateral stub off this
main just east of the existing Main Street driveway for the private water lines.
There is also an existing 8" public water main off the Main Street public water
main that runs north-south through the subject property, which is located within
an existing public utility easement.
There is an existing overhead electric line running north-south adjacent to the
site's eastern property line, which provides. adequate capacity to serve the
proposed development. There is an existing private underground electrical line
on-site that serves the existing building and has adequate capacity for the
proposed addition.
There are two existing sewer service stubs provided in the northwest portion of
the subject site, which are and can be utilized to convey sewage from the site to
the 12" public sanitary sewer main which runs within an existing public utility
easement along the north line of the subject site and conveys the sewage
westerly. The existing public sanitary sewer has adequate capacity to serve the
development's needs.
As noted above there are two existing gas lines located on the subject site within a
utility easement that can adequately serve the subject site. The existing building
on the site currently does not utilize natural gas.
There is an existing 8" storm pipe located along the north side of Main Street with
an existing 8" storm lateral stubbed to the subject site's southern property line.
The existing public stormwater main has adequate capacity to serve the
1 Please note that the original discussions with these agencies involved replacing the blanket easement with
minimal required easements for each of the public utilities (Le., ten-feet~wide for the SUB water line).
Although the agencies contacted are in general support, it became apparent that this approach was not
necessary. The current proposal maintains the blanket eilsement and only shifts the western edge of the
easement to the east to more appropriately define the area required for the existing utilities. Also note that
TBG has unsuccessfully attempted several times to contact NW Natural. The owner realizes that all affected
utility companies will need to approve the proposed change. The proposed building [addition has been
moved to sit outside of the required minimum 10'-011 from the centerline of the 8" wate~1ine in response to
Bart McKee's letter.
City of Springfield
Site Plan Review Pre-Submittal Application
September 29, 2009
Page 8 of 18
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development's needs. See the attached Stormwater Management System Plan for
information regarding the required on-site stormwater management system
proposal.
As noted above, ODOT -owned fee-title properties separate most of the site's
frontage from the 69th Street public right-of-way. ODOT has given preliminary
indication that they will issue a License for Ingress and Egress for the project to
maintain the existing entry across their property via the existing 69th Street
driveway for access, vehicular circulation, landscaping and existing utilities.
ODOT's issuance of the License for Ingress and Egress is subject to the City of
Springfield's approval of access to 69th Street as noted in attached e-mail from
Debbi Rich, ODOT Property Agent, to Kristen Taylor dated January 29, 2009.
The existing public street and traffic safety control systems will not be exceeded
with the addition of the proposed development and are available to serve the site
at the time of development. As noted above, per Public Works Staff, the
proposed development does not require a Transportation Impact Study.
As demonstrated above as well as in the drawings and referenced attachments,
capacity requirements of public and private facilities, including but not limited to,
water and electricity; sanitary sewer and stormwater management facilities; and
streets and traffic safety 'controls have not been exceeded and the public
improvements are available to serve the site at the time of development.
Therefore, the proposed development is consistent with this criterion.
C. The proposed development shall comply with all applicable public and private
design and construction standards contained in this Code and other
applicable regulations.
SDC 3.2-300 NC Zoning District Development Standards:
Findings: The tenants for the proposed multitenant building addition have not
yet been identified. However, all uses will be consistent with the allowed use
categories listed under the NC base zone per SDC 3.2-310 at the time of tenant
infill building permit submittal.
Specifically, the development complies with the NC Development Standards
(SDC 3.2-300 NC base zone) as follows (reference the attached Site Plan and
Exterior Elevation drawings for details):
. The Development Standards regarding area and frontage required under SDC
3.2-315 do not apply for three reasons. First, because the subject site was
created prior to 1982, it exceeds the minimum lot size of 6,000 square feet; it
is about 32,236 square feet. Second, the minimum lot size standard of SDC
. City of Springfield .
Site Plan Review Pre-Su~ittal Application
September 29,2009
Page 9 of 18
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3.2-3150 is a standard imposed for the creation of new lots or parcels. The
proposed development does not include partitioning pr subdividing the
subject property. Third, this standard is not a design or construction standard,
and therefore not applicable.
. Per SDC 3.2-315, the maximum lot coverage for a lot that is less than one
acre is 35 percent. The proposed lot coverage is about 25 percent, which falls
well below the required maximum.
. Per SDC 3.2-315, the'minimum landscaping area shall not be less than 20
percent of the total development area. The proposed landscaping area is
about 21 percent, which meets the required minimum.
.' Per SDC 3.2-315, the maximum parking, loading and vehicular circulation
area coverage is 45 percent. The proposed parking, loading and vehicular
circulation area coverage is 45 percent, which meets the required minimum.
. Per SDC 3.2-315, the minimum building front yard setback in the NC zone is
10'-0". and parking and driveway front yard setbacks are 7'-0". The buildings,
parking and driveways either meet or exceed the required front yard setbacks
along Main Street and 69th Street. Note that where the subject site is located
adjacent to the ODOT property without an identified ODOT Tax Lot number,
the }'-O" parking and driveway front yard setback is met on the ODOT
property .along 69th Street as permitted by ODOT for this development.
(Reference .attached e-mail from Debbi Rich,ODOTPropertyAgent,to
Kristen Taylor dated January 29,2009, including: Draft License for Ingress and
Egress, Legal Description of ODOT Portion of OLD 69th Street Right-of-Way;
and Exhibit A, Statutory Warranty Deed.) The minimum 7'-0" parking front
yard setback is met on the subject site where directly adjacent to ODOT Tax
Lot2101. .
. The .interior and rear yard building setback is 10'-0" and the parking and
driveway interior and rear yard setbacks are 7'-0". The buildings, parking and
driveways either meet or exceed the required minimum 7'-0" setback from
interior and rear property lines as required per SDC 3.2-315.
. The single-story building is compatible with adjacent development. The
proposed development site is within a 20'-0" height limitation zone. The
proposed building height is 20'-0," which meets the required height
restriction.
. On-site pedestrian circulation has been provided, which connects the
neighborhood commercial building tenant entrances to the trash area and
public sidewalk on Main Street. The site design either meets or exceeds the
required ADA minimum 3'-0" wide clear pedestrian pathway to accommodate
pedestrian circulation on-site. (The approximate 7'-0" wide walkway adjacent
to the building's front fa<;ade accommodates 2'-0" vehicle bumper overhangs.)
. No outdoor merchandise display areas are proposed.
. No drive-through facilities are proposed.
City of Springfield
Site Plan Review Pre-Submittal Application
September 29, 2009 . . .
Page 10 of 18
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SOC 4.2-100 through SOC 4.3-145, Infrastructure Standards
" .
SOC 4.2-105 Public Streets:
Findings: There are no public streets proposep with this development.
Therefore, this criterion is not applicable. Adequate access is already provided
. I
through the adjacent street nelwork and the proposed internal on-site circulation
of the development. There are no new driveways proposed. The existing
driveway on 69th Street and Main Street are proposed to remain.
SOC 4.2-110 Private Streets:
Findings: There are no private internal streets proposed with this development.
As outlined above, adequate access is already provided through the adjacent
street network and the proposed internal on-site circulation of the development.
Therefore, this criterion is not applicable.
SOC 4.2-115 Block Length:
Findings: There are no public or ?rivate internal slreets proposed with this
development. As outlined above, adequate access is already provided through
the adjacent'street network and the proposed internal on-site circulation of the
development. Therefore, this criterion is not applicable.
SOC 4.2-120 Site Access and Driveways:
Findings: As noted above, there are no new driveways proposed. The existing
driveway on 69th Street (about 30'-8") and Main Street (33'-10") are proposed to
remain. Both of the existing driveways are located on the opposite end of the site
from the intersection.
As noted above, OOOT -owned fee-title properties separate most of the site's
frontage from the 69th Street public right-of-way. OOOT has given preliminary
indication that they will issue a License for Ingress and Egress for the project to
maintain the existing entry across their property via the existing 69th Street
driveway for access, vehicular circulation, landscaping and existing utilities.
ODOT's issuance of the License for Ingress and Egress is subject to the City of
Springfield's approval of access to 69th Street as noted in attached e-mail from
Oebbi Rich, OOOT Property Agent, to Kristen Taylor dated January 29, 2009.
Parking areas and connection to the existing ingress-egress points have been
designed to safely facilitate vehicular traffic, bicycle and pedestrian circulation
and avoid congestion.
. .
City .of Springfield .
Site Plan Review Pre-Submittal Applicatian
September 29,2009
Page 11 .of 18
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I
SDC 4.2-125 Intersectians:
Findings: All existing driveways are at right angles to the intersecting streets, 69th
Street and Main Street. There are na an-site intersectians propased. The .offsets
far the existing access paints ta the nearest existing intersectians comply with City
requirements. Therefare, this criterian is met.
SDC 4.2-130'Visian Clearance:
Findings: In accordance with the VISion clearance standards, na visual
obstructians will be permitted within the harizantal vision clearance area
between 2'-6" and 8'-0" abave the established height .of the curb in the triangular
area. Cansidering these findings and the site plans submitted herewith, this
criterian is met.
SDC 4.2-135 'sidewalks:
Findings: There are na public sidewalks proposed as part .of this develapment.
The existing public sidewalk and bike lane an Main Street and the existing public
sidewalk and popular bicycle raute an 69th Street pravide access ta adjacent and
nearby residential areas. Designated an-site pedestrian circulatian and bicycle
access is pravided far emplayees and custamers .of the tenant businesses from the
adjacent public right-af-way, Main Street, ta all building entrances by a clearly
marked, either striped .or paved walkway thraugh the parking and drive aisle.
Therefore, this criterian is met.
SDC 4.2-140 Street Trees:
Findings: Street trees are nat propased ta be planted or remaved as part .of this
develapment. Trees are propased in the front yard setbacks as required in the
NC zoning district.
SDC 4.2-145 Street Lighting:
Findings: There are no public streets .or street lighting prapased as part of this
development, the\efore, this criterian is nat applicable.
. ,'. - j
SDC 4.2-150 Bikeways, 4.2-155 Pedestrian Trails and 4.2-160 Accessways:
,
Findings: There are na public bikeways, pedestrian trails .or accessways proposed
as part .of this develapment. As nated above, Main Street (McKenzie Highway
126) is classified as a principal arterial and 69th Street is classified as a collector.
Bath streetS are currently develaped ta City standards including existing an-street
bike lanes an Main Street and the designated papular bicycle route an 69th Street.
City of Springfield
Site Plan Review Pre-Submittal Application
September 29, 2009 .
Page 12 of 18
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. .
The proposed development includes the provision of on-site pedestrian facilities
that connect Main Street to the existing bike lane. Therefore, this criterion is met.
SDC 4.3-105 Sanitary Sewers:
Findings: There are two existing sewer service stubs provided in the northwest
portion of the subject site, which are and can be utilized to convey sewage from
the site to the 12" public sanitary sewer main which runs within an existing public
utility easement along the north line of the subject site and conveys the sewage
westerly. The existing public sanitary sewer has adequate capacity to serve the
development's needs. The installation and design of the private sanitary sewer
system and connection to the public stub comply with City standards as
referenced on the attached civil engineering drawings. Therefore, this criterion is
met.
4.3-110 Storm water Management:
Findings: There is an existing 8" storm pipe located along the north side of Main
Street with an existing 8" storm lateral stubbed to the subject site's southern
property line. The existing public stormwater main has adequate capacity to
serve the development's needs. The attached Stromwater Drainage Study
addresses the specific details demonstrating code compliance. Therefore, this
criterion is met.
4.3-115 Water Quality Protection:
Findings: The site is not identified on the Water Quality Limited Watercourses
(WQLW) Map; therefore, there are no identified watercourses or riparian areas
located on the site subject to specific water quality protection. As noted above,
the proposed development includes an on-site stormwater management system
that addresses on-site stormwater quality and quantities discharged to the public
system to maintain the integrity of the City's watercourses by preserving water
quality. Reference the attached Stromwater Drainage Study for details.
Therefore, this criterion is met.
4.3-120 Utility Provider Coordination:
Findings: All utility providers will be responsible for coordinating utility
installations with the City as required. The applicant will be responsible for the
design, installation and cost of the utility lines and facilities to the satisfaction of
the utility provider consistent with this criterion.
. .
. City of Springfield .
Site Plan Review Pre-Su6mittal Application
September 29,2009
Page 13 of 18
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4.3-125 Underground Placement of Utilities:
Findings: All utilities are proposed to be constructed underground in accordance
with policies of the City of Springfield, SUB, Qwest or other applicable utility
providers. See civil engineering drawings for proposed utility layout. Considering
these findings and the drawings submitted herewith, this standard is met.
4.3-130 Water Service and Fire Protection:
Findings: As noted above, the proposal has adequate water service available from
an existing 8" public water main located along Main Street. There is an existing
lateral stub off tDis main just east of the existing Main Street driveway for the
private water lines. There is also an existing 8" public water main off the Main
Street public water main that runs north-south through the subject property,
which is located within an existing public utility easement. There is an existing
fire hydrant located adjacent to the site along Main Street near the proposed
pedestrian walkway connecting to the public sidewalk. The existing fire hydrant
can adequately meet the fire protection needs of the development. Therefore,
this criterion is met.
4.3-13S'Major Electrical Power Transmission tines and 4.3-140 Public Easements:
Findings: There is an existing overhead electric line running north-south adjacent
to the site's eastern property line, which provides adequate capacity to serve the
proposed development. There is an existing private underground electrical line
on-site that serves the existing building and has adequate capacity for the
proposed addition. Therefore, this criterion is met.
4.3-145 Wireless Telecommunications Systems Facilities:
Findings: There are no wireless telecommunication system facilities proposed in
this development. Therefore, this criterion is not applicable.
4.4-105 Landscaping:
Findings: The landscape architecture drawings show landscaping which meets or
exceeds the NC zone and parking lot landscape requirements for the entire
development site per SDC 4.4-105 and SOC 4.6-125(6)(1)., Landscaping is
provided in all required setback areas in accordance with the Landscape
Standards under SOC 4.4-1 05(E), (F)(l) and (G). Note that where the subject site
is located adjacent to the OOOT property without an identified OOOT Tax Lot
number, the parking and driveway front yard setback is met on the OOOT
property along 69th Street and the existing landscaping is proposed to remain.
(Reference attached e-mail from Oebbi Rich, ODOT Property Agent, to Kristen
City of Springfield
Site Plan Review Pre-Submittal Applicati()n
September 29, 2009
Page 14 of 18
.
.
Taylor dated January 29, 2009, including: Draft License for Ingress and Egress,
Legal Description of ODOT Portion of OLD 69th Street Right-of-Way; and Exhibit
A, Statutory Warranty Deed.) The landscaping required in the parking front yard
setback is met on the subject site where directly adjacent to ODOT Tax Lot 2101.
. .
In addition, per SDC 4.6-125(B)(1), the proposed updated parking area sufficient
to meet the requirements of the minimum parking for the proposed addition is
designed so that every seventh space is developed as a landscape separator
between spaces. Located along Main Street, there are 8 existing vehicle parking
spaces associated with the existing building and use that are proposed to remain,
therefore, these existing parking spaces are not required to meet 4.6-125(B)(1).
However, the proposal does provide a new landscape bed between the existing
driveway entrance and this row of existing parking spaces to heighten entryway
visibility and improve parking area circulation. As noted on the landscape
architecture drawings, landscaping will be installed per SDC 4.4-105(1).
These findings and the attached landscape architecture planting plan, schedules
and details, demonstrate that the landscaping requirements have been met.
4.4-110 Screening:
Findings: Adjacent to the residential property to the north and west, screening is
provided due to a commercial district abutting a residential district and the
proposal of trash receptacles in accordance with SDC 4.4-11 O(A)(l) and (4), and
SDC 4.4-11 O(B)(l) and (3). There is an existing 6'-0" high slatted chain-link fence
along the northern property line that is proposed to remain.. Along the western
property line, there is an existing about 4'-0" high chain-link fence on the
neighbor's property. In order to meet the screening standards, there is a new 6'-0"
high slatted chain-link fence proposed on the subject site along the western
property line. To enhance the existing structural screening along the northern
property line and the new structural screening along the western property line,
landscaping has been added along these property lines to provide additional
vegetative screening to reduce the impact of the commercial developrnent on the
neighboring residential properties. The owner requests that the Director approve
this existing and new slatted chain-link fence as allowed under SDC 4.4-
110(B)(3)(b).
The proposed outdoor trash receptacles are structural screened with a 6'-0" high
masonry wall as well vegetated screening per SDC 4.4-11 0(B)(3)(c). (Reference
the attached architecture and landscape architecture drawings for details.)
Therefore, this criterion is met.
. .
City of Springfield .
Site Plan Review Pre-Submittal Application
September 29, 2009
Page 15 of 18
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"
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. ..
4.4-115 Fences:
Findings: As noted above, located adjacent to the LOR-zoned properties, there is
a screening fe~ce proposed along the western 'property line and an existing fence
along the northern property line. Per Table 4.4-1, the base height of a fence shall
be 8'-0". maximum. The existing slatted chain-link fence along the northern
property line and the new proposed slatted chain-link fence along the western
property li.ne are both 6'-0," which fall below the required maximum. Exact fence
details shall be proposed at the time of building permit consistent with the
requirements outlined under SOC 4.4-115. Therefore, this criterion is met.
4.5-100 On-Site Lighting Standards:
Findings: All proposed site lighting will be installed in compliance with the
requirements of this code section. All proposed exterior light fixtures will be
shielded so that direct glare and reflection are contained within the boundaries of
the property, and directed downward and away from abutting properties and
public rights:'of-way. The proposed site lighting is the minimum illumination
necessary for pedestrian and employee safety, on-site parking and loading areas.
Exact outdoor building lighting will be proposed at the time of building permit
submittal in accordance with this code section. Parking lot light fixtures are
proposed to be a maximum height of 20'-0", which is less than the required
maximum 25'-0" per SOC 4.5c 11 O(B)(l). The parking lot light fixture proposed
within .50'-0" of the residential district to the west is a maximum height of 12'-0
per SOC. 4.5-11 0(B)(2)(b). These findings, the Site Plan and attached proposed
Parking Lot'Light Fixture Specifications demonstrate that this criterion is met.
4.6-105 through 4.6-125 Vehicle Parking:
Findings: Vehicle and bicycle parking calculations are based on assumptions of a
possible tenant mix. Per the assumed tenant uses, a minimum of 24 off-street
parking spaces are required per Table 4.6-2 (see vehicle parking calculations on
Sheet Tl). The applicant is proposing to provide 23 standard parking spaces and
1 accessible space. The applicant proposes a parking lot design in compliance
with SOC 4.6-115; all stall widths are 9'-0" wide and 18'-0" in length including a
2'-0" bumper overhang> over landscaping beds and walkways (reference drawings
for specific locations). The dimensions and proposed striping of the parking
spaces and drive aisles meet the parking area standards per SOC, 4.6-115-120.
These findings, together with the architecture and civil engineering drawings,
demonstrate that these standards have been met.
2 The existing 8 spaces along Main Street are 9'_0" wide and 18'-0" in length including a wheel stop so the
bumper overhang is only 1 '-0' over the existing landscaping bed so the 7'-0" minimum parking front yard
setback is met.
City of Springfield
Site Plan Review Pre-Submittal Application
September 29,2009
Page 16 of 18
.
.
4.6-130 through 4.6-135 Loading Areas:
Findings: On the north side of the building, there is a proposed delivery and
loading area outside of the required setbacks. The total proposed on-site loading
area is about 560 square feet for approximately 7,919 square feet of total building
area, which exceeds the required 250 square feet of minimum loading area for
buildings 5,000 to 20,000 square feet per SDC 4.6-135(C). Both loading areas
are about 10'-0" wide and about 35'-0" long, which meet the minimum
dimensions of 10'-0" wide and 25'-0" long per SDC 4.6-135(0). Therefore, this
criterion is met.
4.6-140 through 4.6-150 Bicycle Parking:
Findings: The proposed bicycle parking spaces, location and facility design
complies with SDC 4.4-145-150. As noted above, vehicle and bicycle parking
calculations are based on assumptions of a possible tenant mix. The short-term
and long-term bicycle parking spaces provided based on those assumptions
exceeds the number required (reference Sheet T1 for bicycle parking
calculations). The 4 unsheltered short-term bicycle parking spaces are located
along the on-site pedestrian walkway system with ramps that connects to Main
Street. The proposed racks are hitching posts or staple racks designed and
dimensioned per Figure 4.6-B (reference attached Detail 2/A 1 for the typical
short-term bicycle parking detail). The short-term spaces are located on the east
side of the building so they are visible form both Main Street and 69th Street.
Correspondingly, lawn is provided in the landscape bed adjacent to the bicycle
parking so as not to obscure the visibility of the bicycle racks from Main Street.
The long-term bicycle parking spaces will be located inside individual tenant
spaces in a secure location, which will be in compliance with SDC 4.4-145-150 at
the time of tenant infill building permit submittal. Therefore, this criterion is met.
D. Parking areas and ingress-egress points have been designed to: facilitate
vehicular traffic, bicycle and pedestrian safety to avoid congestion; provide
connectivity within the development area and to adjacent residential areas,
transit stops, neighborhood activity centers, and commercial, industrial and
public areas; minimize driveways on arterial and collector streets as specified
in this Code or other applicable regulations and comply with the ODOT
access management standards for State highways.
Findings: The orientation of the building serves to maximize efficiency for access,
on-site circulation and function while minimizing impact to the adjacent
properties. The site plan is organized so that the main access points to the
building are located directly off of the existing driveways on Main Street and 69th
Street. The majority of the building activity occurs within the interior of the site
. .
. City of Springfield .
Site Plan Review Pre-Su~ittal Application
September 29, 2009
Page 1 7 of 18..
.
".
between the building and Main Street. There is a proposed continuous on-site
pedestrian walkway system connecting the building to Main Street.
As rioted. above, the site plan shows on-site circulation for pedestrians, bicycles
and vehicles as required by the Springfield Development Code. Designated on-
site pedestrian circulation is provided for employees and customers of the tenant
businesses from the adjacent Main Street public right-of-way to all building
entrances. On-site pedestrian and bicycle access is provided through the parking
and drive aisles by a clearly marked, striped walkways, The existing public
sidewalk anc! bike lane/route on Main Street and 69th Street provide access to
adjacent and nearby residential areas. The closest transit stops to the site are
located on Main Street, which serve the 11 Thurston bus route.
As noted above, ODOT-owned fee-title properties sep"arate most of the site's
frontage from the 69th Street public right-of-way. OOOT has given preliminary
indication that they will issue a License for Ingress and Egress for the project to
maintai~ "the" existing entry across their property' via 'the existing 69th Street
driveway for access, vehicular circulation, landscaping and existing utilities.
ODOT's issuance of the License for Ingress and Egress is subject to the City of
Springfield's approval of access to 69th Street as noted in attached e-mail from
Oebbi Rich, 6D~:n Property Agent, to Kristen Taylor dated January 29, 2009.
The existing' driveways on 69th Street and Main Street comply with City of
Springfield and ODOT access management standards. Parking areas and existing
ingress-egress points have been designed to safely facilitate vehicular traffic,
bicycle and pedestrian circulation and avoid congestion as well as provide
connectivity' within the development area and to adjacent residential areas.
Therefore, ~his criterion is met.
E. Physical features, including, but not limited to: steep slopes with unstable soil
or geologic conditions; areas with susceptibility of flooding; significant
clusters of trees and shrubs; watercourses shown on the WQLW Map and their
associated riparian areas; wetlands; rock outcroppings; open spaces; and
areas of historic and/or archaeological significance, as may be specified in
Section 3.3-900 or ORS 97.740-760, 358.905-955 and 390,235-240, shall be
protected'as specified in this Code or in State or Federal law.
The subject site is flat and currently developed, The general soil type description
is pengra-urban land complex specified in the Solis Survey of Lane County. The
Soils Survey indicates that the proposed development area has stable soils and
does not have a high water table. Therefore, a Geotechnical Report is not
required for the Site Plan Review process. A Geotechnical Report will be
prepared as needed at the time of building permit submittal for the purposes of
building structural design and construction.
City of Springfield
Site plan Review Pre-Submittal t',pplication
September 29, 2009 '
Page 18 of 18
.
.
, "
I'.
There are no significant clusters of existing trees and shrubs on the site.
Additionally, the site does not have any watercourses and associated riparian
areas, wetlands, rock outcroppings, open spaces or areas of historic and/or
archaeological significance as specified in Section 3.3-900 or ORS 97.740-760,
358.905-955 and 390.235-240.
'Furthermore, the site is located within a FEMA Zone X flood hazard zone (an area
determined to be outside of the 500-year flood plain). Therefore, the site will not
be a significant risk to public health and safety in terms of stormwater control or
flood hazard. As the site is flat and is located outside the 500-year flood zone,
slope failure and soil erosion are not concerns associated with this site.
The site does not have physical features as outlined above that require protection
as specified in this Code or in State or Federal law, therefore, this criterion is met.
V. Conclusion
Based on the information and findings contained in this written statement, associated
attachments and drawings, the proposed Site Plan Review meets the criteria of
approval contained in the Springfield Development Code.. Therefore, the applicant
requests that the Director approve the proposal as presented. Both the applicant and
the applicant's representative are available for questions as necessary.
If you have any questions about the above application, please do not hesitate to
contact Kristen Taylor at TBG Architects & Planners/lnc (687.1010).
Sincerely,
Kristen Taylor, SBA
Project Manager
KT/nl
cc: Jock Gibson, Gibson & Gibson, LLC
Mike Dahrens, SS&W, Inc. - Engineers
Michael Sanchez, Schirmer + Associates, LLC
Z:\PROJ\200710 Gibson 69th & Main\Corresp'v\gency\Site Review Presubmittal 2009\20071 Q-Site Plan Review Final.doc
City of Springfield .
Site Plan Review Pre-Submittal Request
Exhibits
September 29, 2009
.
EXHIBIT A
Oregon Department of Transportation
Statutory Warranty Deed
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publi~ utiiity::ea:sem.ent"a's- set. forth on ',t:hef recorda::d' pla:t.
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'Set- back ;li#es -<;_5 set-fort.h ,on the recorded pl.'it;.
'. ~.' Cunai tions and restriotionsi including the! terms _ and
orovlii.ons'l::he:re'oZ.. hJ .ffl;t:r.lm,:~rit. r.-~C'l"nr.'dl"!n ,1uJy n: 'ft;;/):.... '
ReCep'l:.icHl No., 228913" in Volume 418, pa"qe 298, Deed Records of
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executed by Ro~.rt .A.Poppen, ~a-s ,Grantor ,'to. Spr'inqfteld '1'1 tle
Company, a.~ ,Tru~tee,for' the bet.'ef.H .of Len.a-Griffin, as Bel)~fl(:la.!:y,
i;f: _the .lmcunt,_of $20,OOO~OOi da_te.tlWo1/t::uwcj:l0, '1!J7u: r~COl.:Jut1 .
.November '10, ;1976"Reel 820, Reception No. 16~S9491, . Official
Record: of 'Lane County, oregon: which Trust,Oeed, and.the obli9~-
tions secured thereby, GrantoF assumes and a9rees to pay and perform.
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lINT.TT, ~ .ciI^NGE; IS
:REQlJESTED. all tax ,s\'iJ.temehts ar~ to be sent: to
'GIBSON & GIDSOt~,~ 668 Grecn"iood, Juncti"on City,
DATED .Lhis X'5th d.:iy '.H Auiju5t., ;'197..j.
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City of Springfield
Site Plan Review Pre-Submittal Request
Exhibits
September 29,2009
.
.
!EXHIBIT B
legal Description
of
Oregon Department of Transportation
Portion of OLD 69th Street Right-of-Way
.
.
LEGAL DESCRIPTION
Portion of OLD 69th Street Right-of-Way
Springfield, Oregon
A parcel ofland lying in the Southwest one-quarter of Section 35, Township 17 South,
Rimge 2 West of the Willamette Meridian, and being a portion of that certain parcel of
land conveyed to the State of Oregon by warranty deed recorded in Book 167, Page 597,
'Lane County Oregon Deed Records, said parcel being more particularly described as
follows:
Beginning at a point on the West line of that certain parcel ofland conveyed to the State
of Oregon by warranty deed recorded in Book 167, Page 597, Lane County Oregon Deed
Records, said point of beginning being South 890 41' 09" East, 35,00 feet from the
Northeast corner of Lot 10, Villanova Subdivision, as platted and recorded in Book 16,
Page 13, Lane County Oregon Plat Records; from the point of beginning run thence
South 890 41' 09" East, 34.30 feet to the East line of that property described in City of
Springfield Vacation Ordinance No. 6057, Recorded October 28,2003, Reception No.
2003-105436, Lane County Deeds and Records; thence running along the East line of
said property described in City of Springfield Vacation Ordinance No. 6057, South 180
39' 03" East, 17.81 feet to the East line of said parcel ofland conveyed to the State of
Oregon; thence running along the East line of said parcel of land conveyed to the State of
Oregon, South, 76.50 feet to the Southeast corner of said parcel of land conveyed to the
State of Oregon; thence along the South line of said parcel of land conveyed to the State
of Oregon, North 890 44' 53" West, 40.00 feet to the Southwest corner of said parcel of
land conveyed to the State of Oregon; thence along the West line of said parcel of land
conveyed to the State of Oregon, North, 93.38 feet to the Point of Beginning, in
Springfield, Lane County, Oregon.
Containing 3,687 square feet.
City of Springfield
Site Plan Review Pre-Submittal Request
Exhibits
September 29,2009
.
.
EXHIBIT C
Oregon Department of Transportation
Draft License for Ingress and Egress
.
.
Oregon Department of Transportation
~
LICENSE FOR INGRESS and EGRESS'
TO:
GIBSON & GIBSON
The above named person(s) are herein refe
. .
. . .
Reference is hereby mkde to. the use of certain p, . . n Lane County, Oregon, owned by
ODOT and ~nder th~ jurisd~ction of the Siateof Ore:'\'lu.&:nlt and thi'oug~ .itsDepartment of
Transportation herelnafterreferre.. "State", Saldp" IS descnbed as follows:
State gives permission to the above" ! ed agents, employees, guests,
licensees and invitee~;~t~ocross the al5 cribed property, hereinafter referred to as
:'ODOT prop~rty', f"~"1Rgse of aC"~$,g Licensee's commercial property described
In deed to GlbsoR' 'Ibso'" rded AUgJ0S,t 17,1977 as R860R#7751903, Lane County
Official Recor
This lice, ; either assignable nor tri:!nsferable, and is personal to the Licensee. There
are no fees'a sociated.with the use of this License,
Licensee shall nofuse the ODOT property in any way that interferes with the use by other
users, Licensee shall. not allow litter or debris to accumulate on the 0001. property.
Licensee shall not deposit or allow anyone else to deposit or store, accide'ntally or
Page I 00
ODOT License
.
.
intentionally, Hazardous Waste on the ODOT property. Hazardous Waste is defined in
ORS 466,005(7), and includes petroleum and its by-products.
In consideration for this License, Licensee hereby agrees to indemnify and hold harmless
the State and the Department of Transportation, its commissioners~ipnployees and
agents; from and against all damages, claims, demands, suits, a.. """'S or causes of aCtion
resulting from, or because of, any damage to property or inju th .of any person
arising out of the use of OPOT property by Licensee, their ployees, licensees,
guests imd invitees, or any other user of the ODOT prope but not limited to the
costs of remediation or clean-up of any Hazardous Was ed or d on the ODOT
property by Licensee, their agents, em'ployees, licens,~i:I?,guests or invl
'gress and
. .
By granting this License, Stateassu
repair of the ODOT property, Any an.
. . - . - , .
responsibility of th~ Lie '
(lOra,' nsibilityfor maintenance or
"enance ouepair is.and shall remain the
force any provisions of this License, Licensee
'" shall be awarded by the Court.
, . . .
. ssion to access the city street 69th Street. This
ntly....lith, and subject to, an approved Access Permit from the
cess to 69th Street. Default in any of the terms a'nd provisions of
it sh 'default in the terms of this License, and may cause State to
atet . ~.~._...ense." .
i;~;fW
"W
Date
Region Manager
Date
Page 2 of3
ODOT License
.
.
Right of Way Property Management
Date
Licensee
Date
Licensee as part of the consideration hereof, does hereb, ' venant aUlI~gree that (1) no
person, on the grounds of race, color, or nationalori~Mi1~shall be excludet~~ participation
In, be denied the benefits of, or be otherwise subJe~!~'to dlSCnmlnatlon In,~)';!se of said
facilities, and (2) that the OOOT property shall b d~ in compliance with all~$f
requirements imposed pursuant to Oepartmen ransportat' n, CFR 49, Part 21, as
amended.
That in the event of breach of the above nondiscfiI
right to terminate this License and repossess preml
,said License had never been mad or issued.
Distribution: Licensee, Property Supervis
GENK5160
Page 3 of3
ODOT License
City of Springfield
Site Plan Review Pre-Submittal Request
Exhibits
September 29, 2009
.
.
EXHIBIT D
E-mail from Debbi Rich, ODOT Property Agent,
to Kristen Taylor, TBG Architects & Planners/lnc,
Dated January 29,2009
Message
.
.
Page 10f4
Kristen Taylor
From: RICH Debra J [Debra.J.RICH@odot.state.or.us]
Sent: Thursday, January 29, 20094:53 PM
To: Kristen Taylor
Cc: HARBERT Gail A
Subject: RE: 200710 - 69th & Main
Attachments: Ingressegreelicense.pdf; Exhibit A.pdf; legal desc odot release parcel (2).pdf
Kristen,
Here is a copy of a license, which if approved, would allow your client to cross ODOT property for
ingress/egress purposes.
Before ODOT can issue this license, approval for access to 69th Street by the City of Springfield would
be required (see the last paragraph before approvals).
I hope this form provides enough information to present to the City for acceptance.
Thank you,
Debbi Rich
Property Agent
Oregon Department of Transportation
Right of Way Section
503.986.3639 (direct line)
503.986.3625 (fax)
From: Kristen Taylor [mailto:ktaylor@tbg-arch.com]
Sent: Thursday, January 29, 2009 11 :09 AM
To: RICH Debra J
Subject: RE: 200710 - 69th & Main
Debra,
Thank you so much for brain storming potential ideas to address this question that will be simpler and not
costly for my client.
Thanks and I look forward to hearing back from you.
Kristen
Kristen Taylor
TBG Architects & Planners/INC
132 E Broadway Suite 2.00
Eugene OR 97401
P 541.687.1010 ext. 15
f 541.687.0625
From: RICH Debra J [mailto:DebraJ,RICH@odot.state.or.us]
Qn~n()()Q
Message
.
.
Page 2 of 4
Sent: Wednesday, January 28, 2009 2:31 PM
To: Kristen Taylor; DETERING Lynn
Cc: CLINE Ramona G; HARBERT Gail A
Subject: RE: 200710 - 69th & Main
As far as the taxes, that would be something to discuss with the Assessor. We have no way of knowing how this
property ended up being combined in to this tax lot when the street was vacated.
I think the easement idea has been fairly well discussed. ODOT prefers not to encumber property with an
easement, and if an easement were to be granted it would have to be at market value, as required by statute. We
do have one other possibility, a License for Ingress and Egress, which I will be happy to discuss with my
manager. As soon as I have an answer from him, I will let you know.
If you have any questions in the meantime, please let me know.
Thank you,
Debbi Rich
Property Agent
Oregon Department of Transportation
Right of Way Section
503.986.3639 (direct line)
5039863625 (fax)
From: Kristen Taylor [mailto:ktaylor@tbg-arch.com]
Sent: Wednesday, January 28, 2009 10:56 AM
To: DETERING Lynn
Cc: CLINE Ramona G; RICH Debra J
Subject: RE: 200710 - 69th & Main
Lynn,
I am sorry that I am just now getting back to you. Thank you once again for your response. I have a few follow up
questions .for you.
Thank you for taking time to iook more closely at this project. If the owner decides to request an easement to
have continued access across ODOT's property .for the purposes of satisfying the City requirements, can this be
done without a costto my client considering the circumstances and history of this parcel?
My client just wants to construct a small addition to his existing building. The addition and minor site
improvements do not occur on the ODOT parcel. The ODOT parcel will remain unchanged. My client would just
like to maintain the current access off of 69th. It also appears that my client has been paying taxes on the ODOT
parcel for many years due to the misidentified ownership of this small parcel until recentiy. It seems like undue
hardship to require my client to pay for an easement or purchase the parcel to maintain access across this
property. I recognize that the parcel is surpius so is it possible to engage in a revocable easement?
Thank you once again.
Kristen
Kristen Taylor
TBG Architects & Planners/INC
132 E Broadway Suite 200
Eugene OR 97401
P 541.687.hOlO ext. 15
f 541.687.0625
9/25/2009
j\lIessage
.
.
PaGe 3 of 4
'"
From: DETERING Lynn [mailto:lynn.DETERING@odot.state.or.us]
Sent: Wednesday, D.ecember 17, 2008 3:30 PM
To: ktaylor@tbg-arch.com
Cc: CLINE Ramona G; RICH Debra J
Subject: FW: 200710 - 69th & Main
Hello Kristen,
This piece of property is a complicated one for a few reasons:
1) OOOT can not write permits from their property to City owned facilities (which 69th is City owned).
2) OOOT permits are specific to operating right of way and OOOT can not write permits to property that
is not operating right-of-way. Although this property is not assigned a tax lot #, it is not part of the
McKenzie Highway's right-of-way system. It is also available to surplus, which furthermore identifies it as
none operating right of way.
It appears that to obtain legal access through the property an easement would be required.
If you have any further questions, please let me know.
Thank you,
Lynn Oetering
Permit Specialist - ODOT
(541) 726-2577
-----Original Message-----
From: DETERING Lynn
Sent: Wednesday, December 17, 2008 1:52 PM
To: RICH Debra J
Subject: FW: 200710 - 69th & Main
Debbie,
Please review and provide any info that you may have.
Lynn Detering
Permit Specialist - ODOT
(541) 726-2577
mnOriginal Message-----
From: Kristen Taylor [mailto:ktaylor@tbg-arch.com]
Sent: Tuesday, December 16, 2008 4:59 PM
To: DETERING Lynn
Cc: Matt Matthews
Subject: 200710 - 69th & Main
Lynn,
My client owns Tax Lot 5317 (Assesso~s Map 17-02-35-32) at the northwest corner of 69th and Main. ODOT
owns Assessor's Map 17-02-35-32 Tax Lot 2101 east of my client's property. I have attached a drawing with
the highlighted area of OOOT owned right-of-way sitting directly adjacent to my client's property that was the
piece under question of ownership for clarity (highlighted in yellow) - it has been confirmed that OOOT owns this
9/25/2009
Message
.
.
Page 4 of 4
(.~I. ".. ..' , '.
.\.
,;"
oddly shaped piece.
As I said on the phone, the owner would like to add onto their existing building on their property. The ' .
development would not impact the ODOT owned property. However, they would like to continue to access their
property through the ODOT right-of-way parcel and 69th Ave driveway. Now that the city is clear who owns the
property, they would like something from ODOT that allows access through ODOT's property such as an access
permit as suggested by Debbie below (note that my client is not interested in purchasing or leasing the land at this
point).
Here is correspondence that our civil engineer had with Debbie Rich.
I spoke with Debbie Rich of ODOT a few times over the last 2 weeks regarding the possibility of obtaining an
access easement over the ODOT property at 69th. She got back to me yesterday and stated that she had
discussed this with other ODOT staff, and the cost for the easement would probably be the same as purchasing
the land. Debbie suggested maybe the Gibson's could explore leasing the land, as ODOT does not like to grant
. easements. I explained to Debbie that the City of Springfield is requesting the easement and Debbie said that
she has ran into this' before with other City governments, and she suggested maybe getting an access permit from
the local ODOT District Office in Springfield. This permit has successfully satisfied a requirement for an easement
by a City government in the past. The ODOT District 5 Office in Springfield is 726-2552. (Here is an ODOT file
number that was associated to the potential purchase exploration, which might be helpful #MS00020.)
Lynn, do you' think it would be possible to request an access permit for the continued access across ODOT
property? Can you please explain the process andtimeline, if this is possible. It is my understanding that the
city would be fine with this approach. '
Thanks and enjoy the snow:) Please let me know if you have any questions.
Kristen
Kristen Taylor
TBG Architects & Planners/INC
132 E Broadway Suite 200
Eugene OR 97401
P 541.687,1010 ext. 15
f 541.687,0625
9/25/2009
.
City of Springfield
Site Plan Review Pre-Submittal Request
Exhibits
September 29,2009
EXHIBIT E
Exhibit Map
of
Public Easement
.
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City of Springfield .
Site Plan Review Pre-Submittal Request
Exhibits
September 29, 2009
EXHIBIT F
legal Description
of
Existing Public Easement
.
.
.
LEGAL DESCRIPTION
Existing Public Easement
East of and Adjacent to Lot 10, Villanova Subdivision
69th and Main Street, Springfield, Oregon
A Parcel ofland lying in Section 35, Township 17 South, Range 2 West of the
Willarnette Meridian, and being a portion of that property described in City of Springfield
Street Vacation Ordinance No. 6057, recorded October 28, 2003, Instrument No. 2003-
105436, Lane County Deeds and Records, said parcel being more particularly described
as follows:
Beginning at the Southeast comer of Lot 10, Villanova Subdivision, as platted and
recorded at Page 13, Volume 16, Lane County Oregon Plat Records, and running thence
North along the East line of said Lot 10, 150.00 feet to the Northeast comer of said Lot
10; thence South 890 41' 09" East along the Easterly extension of the North line of said
Lot 10, 69.30 feet to the East line ofthat property described in City of Springfield Street
Vacation Ordinance No. 6057, recorded October 28,2005, Instrument No. 2003-105436,
Lane County Deeds and Records; thence along said last mentioned East line the
following six (6) courses: I) South 18039'02" East, 36.54 feet; thence 2) South 1006' 36"
East, 55.31 feet; thence 3) South 30 41' 31" West, 37.30 feet; thence 4) along the arc of a
33.73 foot radius non-tangent curve to the right, the chord of which bears South 570 16'
55" West, 36.94 feet, a distance of 39.09 feet; thence 5) North 890 31' 12" West, 13.58
feet; thence 6) South, 2.82 feet to a point on the Northerly right of way of McKenzie
Highway (Main Street); thence along the Northerly right of way of McKenzie Highway
North 890 41' 09" West, 35.00 feet to the Point of Beginning, in Springfield, Lane
County, Oregon.
,
City of Springfield .
Site Plan Review Pre-Submittal Request
Exh i bits
September 29,2009
.
EXHIBIT C
legal Description
of
Portion of Public Easement to be Released
.
.
LEGAL DESCRIPTION
Portion of Public Easement to be Released
East of Lot 10, Villanova Subdivision
69th and Main Street, Springfield, Oregon
A Parcel ofland lying in Section 35, Township 17 South, Range 2 West of the
Willamette Meridian, and being a portion of that property described in City of Springfield
Street Vacation Ordinance No. 6057, recorded October 28, 2003, Instrument No. 2003-
105436, Lane County Deeds and Records, said parcel being more particularly described
as follows:
Beginning at the Southeast comer of Lot 10, Villanova Subdivision, as platted and
recorded at Page 13, Volume 16, Lane County Oregon Plat Records, and running North
along the East line of said Lot 10, 142.00 feet; thence East, 10.08 feet; thence South,
67.55 feet; thence South 30 03' 36" West, 74.59 feet to a point on the Northerly right of
way of McKenzie Highway (Main Street); thence along the Northerly right of way of said
McKenzie Highway North 890 41' 09" West, 6.10 feetto the Poinf of Beginning, in
Springfield, Lane County, Oregon.
City of Springfield
Site Plan Review Pre-Submittal Request
Exh i bits
September 29, 2009
.
.
EXHIBIT H
legal Description
of
Public Easement after Revision
.
.
LEGAL DESCRIPTION
Public Easement after Revision
East of and Adjacent to Lot 10, Villanova Subdivision
69th and Main Street, Springfield, Oregon
A Parcel ofland lying in Section 35, Township 17 South, Range 2 West of the
Willamette Meridian, and being a portion of that property described in City of Springfield
Street Vacation Ordinance No. 6057, recorded October 28,2003, Instrument No. 2003-
105436, Lane County Deeds and Records, said parcel being more particularly described
as follows: .
Beginning at a point on the Northerly right of way of McKenzie Highway (Main Street),
said point being South 890 41 ' 09" East, 6.10 feet from the Southeast comer of Lot 10,
Villanova Subdivision, as platted and recorded at Page 13, Volume 16, Lane County
Oregon Plat Records, and running thence North 30 03' 36" East, 74.59 feet; thence North,
67.55 feet; thence West, 10.08 feet; thence North, 8.00 feet to the Northeast comer of
said Lot 10; thence South 89041' 09" East along-the Easterly extension ofthe North line
of said Lot 10, 69.30 feet to the East line of that property described in City of Springfield
Street Vacation Ordinance No. 6057, recorded October 28,2003, Instrument No. 2003-
105436, Lane County Deeds and Records; thence along said last mentioned East line the
following six (6) courses: 1) South 18039'02" East, 36.54 feet; thence 2) South 1006' 36"
East, 55.31 feet; thence 3) South 30 41' 31" West, 37.30 feet; thence 4) along the arc ofa
33.73 foot radius non-tangent curve to the right, the chord of which bears South 57016'
55" West, 36.94 feet, a distance of 39.09 feet; thence 5) North 890 31' 12" West, 13.58
feet; thence 6) South, 2.82 feet to a point on the Northerly right of way of McKenzie
Highway (Main Street); thence along the Northerly margin of McKenzie Highway North
89041' 09" West, 28.90 feet to the Point of Beginning, in Springfield, Lane County,
Oregon.
City of Springfield .
Site Plan Review Pre-Submittal Request
Exhibits
September 29, 2009
.
EXHIBIT I
letter from Clayton McEachern,
City of Springfield Civil Engineer,
Dated July 12, 2009
.
.
225 FIFTH STREET
SPRINGFIELD, OR 97477
www.ci.springfield.or.us/depLPw.htm
wwwci.s.on'ngfiefd.or.us
July 13,2009
Subject: Easement adjustment for tax lot 1702-35-32-05317
To Mr. Mathews,
[ have researched the existing blanket public utility easement across the western side of the above
mentioned tax lot.
It appears that the easement was created when 69th St was relocated to the east and several
utilities that were previously in the city owned ROW for 69th St were not relocated. The. only utility
line in the easement that the city has interest in is the 66 storm drain line that drains to the north
through the easement.
A Development Issues Meeting (DIM) is recommended for questions such as this. Through this
process the city can provide definitive answers on this or any other questions or previously unknown
circumstances that could affect any potential development on the site. The city will also seek input
from all parties affected by the development (such as SUB, ODOT, Willamalane, and other private
utilities).
Upon preliminary inspection, a 20' wide easement centered on the surveyed location of the line
would probably be acceptable. Based on the approximate location of the storm drain line shown in
the city GIS maps that the east portion of the easement would overlap with the existing ODOT
owned property and city owned ROW for 69th St. The western portion ofthe easement would intrude
into the parking lot of the existing business (Dari-Mart) on the site.
Additionally, any other utilities located within this] eas~ment will need to have a concurrence
letter from the concerned utility or owner to allow the 'easement adjustment.
The easement relocation can be handled through the typical site development submittal process
or as an independent submittal. City planning staff can provide assistance with the details of the
submittal process.
Sincerely,
Clayton McEachern, PE,
Civil Engineer
Ph (541) 736~1036
Email: cmceachernlalci.springfield.or.us
10/30/2007 14:22 FAX 7477348
.
lYse FAX
.
.1aI 001/001
I': .
SPRINGFIELD UTILITY BOARD
WATER SERVICF. CEKTER 202 South 1at~ Streot Springfield. OR 97477.5240 T(I: 541.726.2396 Fax 541,147.1348 \Vww..ubutil.com
10/30/2007
Mr. Matt Mathews
TBG Architects & Planners Inc
132 E Broadway, Suite 200
Eugene OR 97401
Dear Mr. Mathews:
SUBJECT: 6898 Main Street Retail Addition
I was asked to review the proposed retail building expansion adjacent to SUB's 8" waterline at
the above address. The existing waterline is within an easement retained by the City of
. Springfield when the 69th Street right-of-way was vacated. The waterline is lead jointed cllSt iron
pipe installed in 1952 at a depth of 4' -5'. The proposed building footprint is within the former'
right-of-way at a distance of approximately 6 feet from the waterline. We feel that no struc~
should be placed closer that 10' from the centerline of the 8" waterline. Ten feet provides
adequate protection from damages to the waterline during building construction and allows
sufficient room for. equipment access fur maintenance of the wBterline without risk to the
building.
If you have any questions, please contact me at 726-2396.
Sincerely,
<LS cv.+ ~ Nt cJCR p
Bart B. McKee P .E.
Senior Civil Engineer - Water Division
BEM:mk
. S:\AOREEMN'N.etters\6898 MaiD sueet buUding expllllBion 10-30-07.40'"'
City of Springfield .
Site Plan Review Pre-Submittal Request
Exh i bits
September 29,2009
.
EXHIBIT J
letter from Bart E. McKee, PE,
Springfield Utility Board, Senior Civil Engineer,
Dated October 30, 2007
1~/30/2007 14:22 FAX 747~
lYse FAX
.
. ~ 0011001
SPRINGFIELD UTI L1TY BOARD
WATER SERVICF. CEl\TtR 202 South 18th Strut Springfiold, OR 97471.5240 To: 541.72'.2396 FIX 541 .741.1348 www.subuti1.cl1m
10/30/2007
Mr. Matt Mathews
TBG Architects & Planners !nc
'. 132 E Broadway, Suite 200
Eugene OR 97401
Dear Mr. Mathews:
SUBJECT: 6898 MaiD. Street Retail Addition
I was asked to review the proposed retail building expansion adjacent to SUB's 8" waterline at
the above address. The existing waterline is within an easement retained by the City of
. Springfield when the 69th Street right-of-way was vacated. The waterline is lead jointed caSt iron
pipe installed in 1952 at a depth of 4'.5'. The proposed building footprint is within the former .
right-of-way at a distance of approximately 6 feet from the waterline. We feel that no structure
should be placed closer that 10' from the centerline of the 8" waterline. Ten feet provides
adequate protection from damages to the waterline during building construction and allows
sufficient room for.equipment access for maintenance of the waterline without risk to the
building.
If you have any questions, please contact me at 726-2396.
Sinoerely,
<;3 o..d- ~ Nt c.,\(o II
Bart E. McKee P.E.
Senior Civil Engineer - Water Division
BEM:mk
. S:\AOREEMNT\Letters\li898 MaID Street building expllllllioD lo..30-07.doCll
City of Springfield .
Site Plan Review Pre-Submittal Request
Exhibits
September 29,2009
.
EXHIBIT K
Stormwater Drainage Study
by SS&W Inc.-Engineers
Dated September 28, 2009
.
.
STORMW A TER DRAINAGE STUDY
69th & Main Retail Addition
6898 Main Street, Springfield, OR
SSfW 9nc.-Engiiteers
SURVEYORS f PLANNERS
2350 Oakmont Way, Suite 105
Eugene OR, 97401
Phone. (541) 485-8383
Fax (541) 485-8384
email@SSW-Engineer.com
Job No. 07-6617
DATE: September 28, 2009
. EXPIRES:~~6 .
CITY'OF SPRINGFIELD PW
.
I4J 002
. '.
;:r~t.~:~i~ ~~,.. ~:- ;"~-;'i
PU8UC WORKS DEPARTMENT I Engineering Division
Phpne: (541) 725.3753 ,F'Il)l': (541) 73;;.1021
STORMWATER MANAGEMENT SYSTEM SCOPE OF WORK
:', ",: : :,:.:::::::::;:;:;::i~~;L';;~;:;:':~!~(;j;';",~~ip~:th~/!~fjp~~~utby'~kpil€~~q;~ :i::: :'~:~:'~~:F';;'::;' ,,; :.-,.
1 .,:.: (i'(~iii{if,i#.f.h'(f?,:,Mf,rr;$rq~It~r. ~ CitY: o/':Sp'{inMe(d Pl!.~{i~:Wp'ff. $!lgjne~ring;' ,r'f'Z # 13~-:,U!;, ~h!J,~~ ~'I~flWS),: :. :' .
, ." ,J""',""I" ," .....". "''''.' .... ,. ,'emalbns"'udey",,",'spr.'M~f1'ld.o"";' :". .... .. 'C' ""'I" ". ."...' ..
_" ': .,,:.,:::i,....~~~',~j;.,..;..:.,'I'...,"".,. .., ,"'" .. "..,... "....~.~. :"!,,",,,.. '.~:"I:' .~, ':".: 'I:,,:.;'" I'.' .
1"!'lljectllOlll:ll!l:.__.._ 'J2p.a..,-l-\",,,,,,,<.t>..N-.n..o"'!' , Applicant: ~tW ,,,,,,,-F""";""fi""<-'> I .I-\."-"",,,,,AC.~
~::~S~:e(~;Ce1 ~~~~ ~-z;~~--- ~::::';;'I'~$~~:;t':~~~~~--------'---'- [
PJooject Sizu (Acres): o. ~I.I I Fax #: Cs-I~ w.'l..<;; ~ ~1. 'i,\.\
ApproL Impervious Area: 0.'-\"'1 C"'TM- '\ EmaU: ~........\ ~ Sl;,~-A'.1'''''~ ...-
Projm Deliet"iptioll (Include a copy of Assessor's map):
'Bc..o.t:o,""c, ""'1:> """,re",,"''' ~_"... 0': !;i",ST'"'' l:l"L\-fo',.^~'l'. G,...'l;T''''4 A~~A'L'. ArW~ ",..~
'D~''''''''41! .... s;r......, '''''-''''':::(. Abl>l.,......."''- ~'--"',..I~..s. ~ r:..5~41' ~"'''' e'~T:s;, 0';' .,p'b~.-'""....I">,.i
-r."g/f ~~ .sq.t:t. ~.,'t:> ~C:o &:0..". 'j<<':&.,,,,,,..,.u,n..-/ .
D~ge Proposal (Public cimneotiOll{S), discha.lgO IOCation{s), ete. Attach additional sheet(s) if:aeoessary'
$..._...",..,6'1\. -r.. 'l>l2A,,.l., ~""er?.R8;:<.o..~o ~1~" ..." eJt'$"''''~ ~.;::II'eF...,.srr",
\.>1-\.<.1-\ \::>It.A...~ ...." Ct7'{ "" .s?'la,......~.iF.;.I>o """....... ""'1$ 7- ~C; ,.,..,.":,, S./t~4;.!r
Ir~ ~7ol(/:.lt:f'O.1 ~
~I"U>;
. ',;::;,:'-:;;;"'j'''''','''''''''';' I>UiliJlbYIf'" Uiilouib'''/heef'undR "'If' totli~A' I,"", ~,,'"'h__'__''' "'; '.
:.; ''''. ':l.j!!.i'()t;;f1i/ii{~"QIIWi(lfclieC7ced',";.fiJ.e!9Ih' 'thefi' .imiJ'b"'1I. ifthiJ' m 'L:'II ""'.;id'"'''' ";!-J.;"",, '.'.: ,,' "
,:" ';: I:: :iI~;~Z ~.~ . ~ "J'-', ,,: . ""'.':.:' . ....:f',:: .. r,l";,~"'~,.. . ront, ~q ,0 .:,.:s...et:I~~: :~" ..~lf~e4.':."~'f~~l. '.i'".
.;... '-.""".'H::,' Om' l,caIlQR/t),!Je com' fere ,'submlilti1;idllw h()thet'!~' . .. 'm ,'bdnecesC':' H H:::,': ;':,
r
Dramaf!e Study Type (El)SfM Section 4.03.2): (Note, DR maY b~ substituted fur Rational Method)
o Small Sito Study - (use R.lIIioDaI Method for calculatlO.lls) . .
. Mid-Le~ol Development Study - (1lS0 Unit aydrograph Method for calouJadonl)
o Full Drainage Development Study - (use Unit Hydrolll'iph MetlJod for oaloullllions)
Environmental Consideratiollll:
~~~:ji:~~~;;;~;*;,,~~~"~
Downstream Altalvsis, 6> "" fb. .
IiIN/A
o Flow line for starting water surface el~ation:
D pesign HGL to use for starting water surlilce elevation:
o Manhole/Junction to take aDalysiS to:
RetUrn tCl ii.iiSiOiiiifl,.@CIlyOfSprln9field, emali: nistljUii~i,siiriniitieid.i,r,iis. FAX:~lr73ij:1021' .
2:13 :3EJ\1d
~:r9N3 MSs
'P8l::8SSPUS
toP :88 '/.;89Z:19E/8S
08/~1/2007 10:06 FAX 541 73~21
CITY OF SPRINGFIELD PW. I4J 003
COMPLETE STUDY ITEMS
I Pot Official Us.OIlly: fA AS
"Based upen /hB in[OI'malion provided on tilei'ont o[th;" .heet, Ihefol/(JWing ropr""en1s a minimum a[whor is noodedfor an
tlppli.alio" lQ ~e ."mpletefor submittal with respe<:t 10 dralnase; how",,"r, lill./I" .hould nol be u.ed in lieu '>flhe Springfield
DeveJopm<m1 Code (SDC) or the City', Engineering D.slgn Manual. Compliance. wilil these r~irem.n,. doe, no/ oonslltule Slle
appr(JVaJ; Additional iSit. sp.eific information mil}' b. ret[llired. Nole: Upon scopmg shee/submit/al, ."'1JI'e "ompletedfofm hID been
aign.d In the space.provlded below;
Interim POlIig~ Staodards/Wator Quality (EDSPM Chapter 3)
&, 'rJ N/A . . . .
i!. 0 All DOIl.building rooftop (NBR) impervious sUl'filc's shall be pre-treGted (e:g. multi.~hambered c81:chb.sin wloU tiltration
.. --. . ---...... mediarror sti:>rmwater-quiilir:i:-xdditionaUy;..lIIinimum..,f500/0.of-lhe NBR.imperviaussurfa.ce.sllaILbe.lreatedby... .. .....
vegetated methods.
o Where reqllired, vegetative a\om1,wnlllt design shall be consistent with interim design .tamllll'dG (EI:ISPM Section 3.02), set
forth by the Bureall ofBtlvironmentaJ Serv~s callS) or Clean Water Smices (CWS),
D For new NBR impervious area less than 15,000 'q~8nl fee~ 8 simplified design approacl1 may b. followed as spe~il1ed by
the BES fur vegetative \Illalmont. .
o It a srODnWaler ttealment swale is proposed, submit oalcnJalionslspecifioatlollS for sizing, velocil)', 11ow, side slopes, bolt_
9101'$, and seed mix cOlllIistent with either BES or CWS ~quinlmentll.
o WaterQualily cal~1l1ations as required in Se<:tion 3.03.1 of the EDSPM
Iii All buildin8; rcollop IllOunted equipmenf, or ome!' tlllid containing equipment located outside of the building, sball
be provided with secondary oonlaimnent or weather resistant enclosure.
GOlIe:raI Study Requ~meDts (EDSPM SeedOD 4.03) _ .
Iil 0 DralJInge Sillily prepW'lld by a ProfessIonal Civil Engineer licensed in the state of Oregori.
o IJiA compler:: drainage smdy, as required in EDSPM Seclion 4,03.1. including a hydroJogJoal smdy a..p.
Ifil- 0 CalC\I~ mowinG system capacity for a2-year storm event and overflow effectS of a 2S-year storm event.
iil D TIle time ofconeentration (Tc) shall bll detxlnnmed using a 10 minute starttlme for developed basills.
iJ
~
~
~
Review of POWDSt.ream System (EDSPM Sa.lloD ..03.4.C) .' .
o I!J' A downmam drainage analysia as des~ribed in EDSPM Section 4.03.4.C. On-slle drainage sba111;,. go_d by rh.
Oregon Plumbing Specialty Code (OPSC).
D' .vatiOllS of the HGL and flow lines for both olty and private systems wbOle applicable,
Design of Storm Sy""s (lIDSPM SectIon 4.04)
Pi 0 Flow lines, slopes. rim eJe\talions. P4-' type and sizes clearly indicated on tile plM set.
.ZI 0 Minimum pipe cover shall be 18 inobes for reinforced pip. lUId 36 inches for plain concrete llI1cI plaltlC pip~ malllrials, or
proper e.ngiDeerlng CalculadollS shall be provided whlOl1l~1lS. The cover shall be sufficient to SUppal"! an 80,000 Jb load
without l'ailure ofrho pipe stlUCmre. ..
o ~anning's "n~ values fot pipes slulll b. consistent wilh Table 4-1 oftheSDSI'. All storm pipe> shall be designed to
achieve a minimum velocity of three (3) feel per second at 0.5 pipe tWl b_ on Table 4-1 as welL
OdIer/Mlse
ljJ 0 Existing and proposed contours, looated at OJIe fOOl inlt:rVlll. Include SpOI eJe'VauOIl8 iIlId site grad"', showing how site
cIndnS .
I!i 0 Privale slarmwuter _""IS sm.n l>e clearly depicted on piano when private stormwatl!r flows ftom one propel'l)/to
another ,.
o !JI ])?w,el1s ~I not receive ~offfrom BllY Suz:f~~e wlo being llllatad by one or more BMPtI..,wl.tb fIl,s elC~p!j~,ol!flSif!e!l1ial
m.. . ......_.blliI,dirJgroot'J@SPSecuon..3,OH,'\}-Additiolllll.provlsJonsapplytothis...requiredbytheDE<t,-R.et'ertothewel>$ite:... ....
,. '-"--'._'~~late"""""""allll'llll!1dwalniehGme!Imm!(W1lll0re,Inl1lr-lllaUon."",.,C".....=c"",,,~:,,"..,....._'cc;..;"',.,',...,~,...c.........,.~ ',:. ...,'
o ~lIponis8sbaU be delrignedtolimhronOffIO~pment1'lltellforthe 2~ugh Zs.year storm events
"ThafO,m 9/lrdl be inclllded as /Ill atiDdunoJt. /n6iIk thtfronl caver. Dlthe ~lDnn;'aiu study
1 . "".' YMziQRr~J:liI~ n,jU$EB~J)iJliT.flW'ANP$.fONI . =:J
AB.the engineer ofrecord. I hereby eerlity tbo above ~liirCd items are _L _.L. .d' . . .A:..'~ .'
COlDp!eml\1ld im:Judedw~~.lIlo SU~t!edstormwill:rSllldjllllldplan set ~~
Form V cm\iOll 2: March 2004
I
Da~.yrg .
E:11I 39\1d
~I8N:l M5.S
~8€8Mjitji9
1'10 :B0 L00<;/01':/B0
.
.
OVERVIEW
1.0 INTRODUCTION
The subject property involved in the proposed development is a gently sloping 0.74-acre
development site, currently developed with a Dari Mart and coffee stand. The site is on Tax Lot
5317 Assessor's Map 17-02-35-32. The site is bounded on the East by 69th Street, bounded on
the North and West by adjacent lots, and bounded on the South by Main Street (McKenzie
Highway). A 3,700 square foot-retail and 900 square foot additional buildings are proposed on
_ _Jl1.L~ubj~LQ!"-'!p'(lr:tx,._ cOl!!Pl(l!t:_~wjQ1_<ljJ~J9ng-.1()t,_~'!n.,tt.~!L~t:..\I1er~L_aIlcL stoEm _.<fraill,!g,". _
infrastructure to carry runoff from the development to the existing public storm system. 3,177
~quare feet of new or replaced non building surface will be added to site.
Seventy-nine percent of the new non-building runoff will be treated with a vegetated swale.
Stormwater runoff from the west paved area on the site will be directed through a curb cut to the
vegetated swale. Catch basins equipped with filters and oil/water separators will be placed in the
swale for catching overflow. Roof and sidewalk run-off is routed to the existing system on the
site. The vegetated swale will filter pollutants and sediments from the run-off and the planting of
trees within the swale and detention pond areas will further pre-treat the stormwater runoff by
reducing the temperature of the runoff before it enters the public system.
Hydrologic calculations to determine the existing (pre-development) and proposed (post-
development) runoff amounts are included, as are hydraulic calculations to determine pipe
sizing, and calculations to determine the sizing of the proposed vegetated swale.
A "Stormwater Management System Scope of Work" sheet was submitted to the City for the
proposed development. The scoping sheet states that a downstream analysis of the receiving
system is not required for this report. Mid-Level Development Study is required using Unit
Hydrograph methods.
2.0 PURPOSE
The purpose of this report is to attempt to comply with the requirements of Article 32.11 0
_ Stormwater Management of the Springfield Development Code, and the Springfield Public
Works Engineering Design Standards and Procedures, dated April 2006.
.
.
HYDROLOGIC AND HYDRAULIC CALCULATIONS
69TH & MAIN ADDITION:
1.0 PURPOSE
The purpose of these hydrologic and hydraulic calculations is to determine the runoff flows from
the subject property for both pre-development and post-development conditions, and to verifY
pipe and swale sizing for the proposed development.
:2.0.CALCJJLAIlQN.IVIETlIQilS
The Santa Barbara Urban Hydrograph (SBUH) method was used to determine the pre-
development and post-development runoff from the site. Excel software was used to perform the
specific calculations. The input variables and resulting flow rates are included in Appendix A.
The flow calculated from the SBUH was proportioned by area and used to size the drainage
pipes for the post-development runoff from the site (2-year and 25-year event).
Time of Concentration:
The Time of Concentration for the pre-development conditions was determined using an initial
time of. 10 minutes, and then adding the calculated travel time for pipe flow, gutter-flow, and
flow to the existing catch .basin from the most remote point in the basin. The pipe flow
calculations were determined using Manning's Equation for pipe flow. Specific Time of
Concentration calculations for the pre-development conditions are included in Appendix A.
The Time of Concentration for the post-development conditions was provided by the City of
Springfield staff to be 10 minutes.
As shown in Appendix A:
. The Time of Concentration for the pre-development (existing) conditions was
calculated to be 10.9 minutes.
3.0 PIPE SIZING
The pipe sizing calculations is included in Appendix A. Required flows to the swale and the
existing 8-inch stormwater pipe were proportioned from the site peak-flow calculation and areas
being drained. A Manning's n value of n = 0.013 was used for PVC pipes per City of
Springfield Engineering Design Standards manual, achieving a minimum cleansing velocity 3.0
ft/s for all new pipes. Existing pipes were checked for capacity using the same Manning's n
value.
. .-;nlSWALE/CONVEYANCE
.. _,..,......_ - .. _;-~..-.c:, ~."_. . ''''._,'''",,,, ;." .", .."~,,..-,..,_-_.,,",",,._- - ._on-, ..,. ",_--'''0.,-.,. --'",'.-'O"'''--'''~''__.",","_:''_
A vegetated swale was chosen as the best method for pre-treating the stormwater runoff by
allowing for natural percolation. The vegetation will also aid in cooling the water prior to
disposal in the public system. Swale design guidelines were obtained from the Bureau of
Environmental Services-City of Portland (BES) manual. A detail from the BES manual is
.
.
included in Appendix B, while the specific dimensions and layout of the swale design is shown
on the' Grading Plan, Sheet C3. .
Form SIM from the BES manual was used to calculate the necessary swale dimensions for the
post-development runoff. Tree credits were taken as applicable from the landscape architect's
plans. The Form SIMs are included as Appendix B.
5.0 CONCLUSION
The preliminary stormwater drainage facilities planned for the proposed development will be
adeqiiate"fo..coiiveTrunoffofromollie'proposeaaevelopmeiit. "Tlie vegefiifed"'swiileoWiIl urirovide
required water quality of the expected runoff. In large stomi events, the swale is provided with
an overflow to direct floodwaters to the existing stormwater system located on the property
leading to the Main Street storm system, and away from the subject site and adjacent properties.
.. .~.-,-..",~, :.,....,-.....
". ....
. . .
.
.
APPENDIX A
CALCULA nON SHEETS
STORMW ATER DRAINAGE STUDY
69th & MAIN RETAIL ADDITION:
6898 Main Street, Springfield, OR
UNIT HYDROGRAPH REPORTS,
TIME OF CONCENTRATION,
PIPE SIZING FOR 2- YEAR STORM EVENT
AND 25- YEAR STORM EVENT .
"
."., u... ..__ '_."',.."'_'~"":" _., "'''''''-: ... "." "......_.,,,...,.., .,' 'c",-,'" '-,,"~-""C",~_."'-'--'-'''''''''''''c.''. ''''C''''',,- ," ,.
i Ii iii I i I! III LII i II i III~I' I i II i II .
11'~<3j-Ar~hilrCI~--T I! I !-iT,it-1 I I ! I SHEET NQ. ri-r-cpt-118i-r---r
1~'afi:jMa/t- c-: r-li" ----rl r---r- lit i I i 1-Plw~Eb:~d. i i Ot-o~17i i
! Spri~gfirld ~R! i r I I I i I Iii I dATk I IS/1~/q-9 -~y illi1'fci i
iTl' i IT! ---r-iT I I I I EBI. I II Ii
I I. r I. I:-+-l--t---
, iLl 1 Ii! I i I! i! I I I ! I I I luLu
I-P-re.--ppeeye elll.p"lenil-r-r----- -1 r I i II! i i 1-+. i I it] ~
----t-KR~ I I i-j-,-- ---+-:-' J-=-H--1- -t-.--!~.. t- -f-t-.J- . - I--L....
-j-i i i !Area (6c).!--CN i ISldrad~ I I I 10'15 I. -J i: -'-+ i i - . +-+---r+--I-- _
--!~'ous ! 028Z I _]51 I..J~ TTl I 061. IT! I I I!, I-
I Irppervi, us 0!45fT 19BtT p.2 I I ,o.o~ I! ! ! I I i I
-rsl'" I ~"r I '. ! i i I Li i i! I ,Iii I
-'1 '-'~eaq-z4\hoW--to~m-fveln, I 1 I ru-I IJ ! ' I Ii! ! I I,
--j-~I Rainfall--+- --~4In--,+--- -r-I----, ~---t-I-L- ~+---!----+--1 I
--h---!TI ,la[lcf,emFnlf~ ~o I~i~_ i ": I f-W. ~- -++-~! : I ~-
--tt' _1___1 I, 1'c I 11il9T;;;'IjI..--l I _J l.~-i-- __I--LJ' -t---LL.
T I I l' r I! I! ! I I I l i i I i I
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Pre-Development Calculations
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Pervious Area Impervious Area
Time Rainfall' Rainfall in Accumul. Accumul. Incremental Accumul. Incremental Total Instant Design
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate
min. fraction inches inches inches inches inches inches inches cfs cfs
1 0 0.0000 0.0000 0 0.000 0 0 0 0 0 0
2 10 0.0040 0.0132 0.013 0.000 0.000 0.000 0.000 0.000 0.00 0.00
3 20 0.0040 0.0132 0.026 0.000 0.000 0.000 0.000 0.000 0.00 0.00
4 30 0.0040 0.0132 0.040 0.000 0.000 0.000 0.000 0.000 0.00 0.00
5 . 40 0.0040 0.0132 0.053 0.000 0.000 0.001 0.001 0.000 0.00 0.00
6 50 0.0040 0.0132 0.066 0.000 0.000 0.003 0.002 0.001 0.01 0.00
7 60 0.0040 0.0132 0.079 0.000 0.000 0.006 0.003 0.002 '. 0.01 0.01
8 70 0.0040 0.0132 0.092 0.000 0.000 0.010 0.004 0.003 0.01 0.01
9 80 0.0040 0.0132 0.106 0.000 0.000 0.016 0.005 0.003 0.01 0.01
10 90 0.0040 0.0132 0.119 0.000 0.000 0.022 0.006 0.004 0.02 0.01
11 100 0.0040 0.0132 0.132 0.000 0.000 0.028 0.007 0.004 0.02 0.02
12 110 0.0050 0.0165 0.149 0.000 0.000 0.037 0.009 0.006 0.02 0.02
13 120 0.0050 . 0.0165 0.165 0.000 0.000 0.047 0.010 0.006 0.03 0.02
14 130 0.0050 0.0165 0.182 0.000 0.000. 0.057 0.010 0.006 0.03 0.03
15 140 0.0050 0.0165 0.198 0.000 0.000 0.068 0.011 0.007 0.03 0.03
16 150 0.0050 0.0165 0.215 0.000 0.000 0.080 0.011 0.007 0.03 0.03
17 160 0.0050 0.0165 0.231 0.000 0.000 0.092 0.012 0.007 0.03 0.03
18 170 0.0060 0.0198 0.251 0.000 0.000 0.106 0.015 0.009 0.04 0.03
19 180 0.0060 0.0198 0.271 0.000 0.000 0.122 0.015 0.009 0.04 0.04
20 190 0.0060 0.0198 0.290 0.000 0.000 0.137 0.016 0.010 0.04 0.04
21 200 0.0060 0.0198 0.310 0.000 0.000 0.153 0.016 0.010 0.04 0.04
22 210 0.0060 0.0198 0.330 0.000 0.000 0.170 0.016 0.010 0.04 0.04
23 220 0.0060 0.0198 0.350 0.000 .0.000 0.186 0.017 0.010 0.05 0.04
24 230 0.0070 0.0231 0.373 0.000 0.000 0.206 0.020 0.012 0.05 0.05
25 240 0.0070 0.0231 0.396 0.000 0.000 0.226 0.020 0.012 0.05 0.05
26 250 0.0070 0.0231 0.419 0.000 0.000 -0.246 0.020 0.012 0.06 0.05
27 260 0.0070 0.0231 0.442 0.000 0.000 0.266 0.020 0.012 0.06 0.05
28 270 0.0070 0.0231 0.465 0.000 0.000 0.287 0.021 0.013 0.06 0.06
29 280 0.0070 0.0231 0.488 0.000 0.000 0.307. 0.021 0.013 0.06 0.06
30 290 0.0082 0.0271 0.515 0.000 0.000 0.332 0.025 0.015 0.07' 0.06
31 300 0.0082 0.0271 0.543 0.000 0.000 0.357 0.025 0.015 0.07 0.06
32 310 0.0082 0.0271 0,570 0.000 0.000 0.382 0.025 0.015 0.07 0.07
33 320 0.0082 0.0271 0.597 0.000 0.000 0.407 0.025 0.015 0.07 0.07
34 330 0.0082 0.0271 0.624 0.000 0.000 0.432 0.025 0.015 0.07 0.07
35 340 0.0082 0.0271 0.651 0.000 0.000 0.457 0.025 0.015 0.07 0.07
36 350 0.0095 0.0314 0.682 0.000 0.000 0.486 0.029 0.018 0.08 0.07
37 360 0.0095 0.0314 0.713 0.001 0.001 0.516 0.030 0.018 0.08 0.08
38 370 0.0095 0.0314 0.745 0.002 0.001 0.546 0.030 0.019 0.08 0.08
39 380 0.0095 0.0314 0.776. 0.003 0.002 0.576 0.030 0.019 0.08 0.08
40 390 0.0095 0.0314 0.808 0.006 0.002 0.606 0.030 0.019 0.09 0.08
41 400 0.0095 0.0314 0.839 0.008 0.003 0.636 0.030 0.019 0.09 0.09
42... . .4-10- -. 0,0~-34. -0,0442.- -0,883- .0,0~3- -0,005-- -0,678 .0,042--- .0,028- -0+2-- ..0+0...
43 420 0.0134 0.0442 0.927 0.019 0.006 0.721 0.043 0.028 0.13 0.12
44 430 0.0134 0.0442 0.972 0.026 0.007 0.763 0.043 0.029 0.13 0.12
45 440 0.0180 0.0594 1.031 0.036 0.010 0.821 0.058 0.039 0.18 0.14
46 450 0.0180 0.0594 1.090 0.048 0.012 0.879 0.058 0.040 0.18 0.16
47 460 0.0340 0.1122 1.203 0.074 0.026 0.988 0.109 0.077 0.35 0.23
48 470 0.0540 0.1782 1.381 0.126 0.052 1.163 0.175 0.127 0.57 0.37
49 480 0.0270 0.0891 1.470 0.156 0.030 1.250. 0.088 0.065 0.29 0.41
50 490 0.0180 0.0594 1.529 0.177 0.021 1.309 0.059 0.044 0.20 0.31
51 500 0.0134 0.0442 1.573 0.194 0.017 1.353 0.044 0.033 0.15 0.22
Sof\'j;
07-6617
~'/lb/oq MAC
F:\JOBS\6600's\6617\Excel\2-yr SBUH9-16-09.xls
.
.
TBG
Dari Mart
Springfield OR
Pre-Development Calculations
~ of I~
07-6617
,)11101'~'MAC
Pervious Area Impervious Area
Time Rainfall Rainfall in Accumul. Accumul. Incremental Accumul. Incremental Total Instant Design
Increment Time Distribution Increment Rainfall Runoff- Runoff Runoff Runoff Runoff Flowrate Flowrate
min. fraction inches inches inches inches inches inches inches cfs cfs
52 510 0.0134 0.0442 1.618 0.211 0.017 1.396 0.044 0.033 0.15 0.18
53 520 0.0134 0.0442 1.662 0.229 0.018 1.440 .0.044 0.034 0.15 0.16
54 530 0.0088 0.0290 1.691 0.241 0.012 1.468 0.029 0.022 0.10 0.14
55 540 0.0088 0.0290 1.720 0.253 0.012 1.497 0.029 0.022 0.10 0.11
56 550 .0.0088 0.0290 1.749 0.265 0.012 1.526 0.029 0.022 0.10 0.11
57 560 0.0088 0.0290 1.778 0.278 0.013 1.555 0.029 0.022 0.10 0.10
58 570 0.0088 0.0290 . 1.807 0.291 0.013 1.583 0.029 0.023 0.10 0.10
59 580 0.0088 0.0290 1.836 0.304 0.013 1.612 0.029 0.023 0.10 0.10
60 590 0.0088 0.0290 1.865 0.317 0.013 1.641 0.029 0.023 0.10 0.10
61 600 0.0088 0.0290 1.894 0.330 0.013 1.670 0.029 0.023 0.10 0.10
62 610 0.0088 0.0290 1.923 0.344 0.014 1.698 0.029 0.023 0.10 0.10
63 620 0.0088 0.0290 1.952 0.358 0.014 1.727 0.029 0.023 0.10 0.10
64 630 0.0088 .0.0290 1.981 0.372 0.014 1.756 0.029 0.023 0.10 0.10
65 640 0.0088 0.0290 2.010 0.386 0.014 1.785 0.029 0.023 0.10 0.10
66 650 0.0072 0.0238 2.034 0.398 0.012 1.808 0.024 0.019 0.08 0.10
67 660 0.0072 0.0238 2.058 0.410 0.012 1.832 0.024 0.019 0.09 0.09
68 670 0.0072 0.0238 2.082 0.422 0.012 1.855 0.024 0.019 0.09 0.09
69 680 0.0072 0.0238 2.105 0.434 0.012 . 1.879 0.024 0.019 0.09 0.09
70 690 0.0072 0.0238 2.129 0.446 0.012 1.902 0.024 0.019 0.09 0.09
71 700 0.0072 0.0238 2.153 0.458 0.012 1:926 0.024 0.019 0.09 0.09
72 710 0.0072 0.0238 2.177 0.471 0.012 1.950 0.024 0.019 0.09 0.09
73 720 0.0072 0.0238 2.200 0.483 0.013 1.973 0.024 0.019 0.09 0.09
74 730 0.0072 0.0238, 2.224 0.496 0.013 1.997 0.024 0.019 0.09 0.09
75 740 0.0072 0.0238 2.248 0.509 0.013 2.020 0.024 0.019 0.09 0.09
76 750 0.0072 0.0238 2.272 0.522 0.013 . 2.044 0,024 0.019 0.09 0.09
77 .. 760 0.0072 0.0238 2.295 0.535 0.013 2.068 0.024 0.019 0.09 0.09
78 770 0.0057 0.0188 2.314 0.545 0.010 2.086 0.019 0.015 0.07 0.08
79 780 0.0057 0.0188 2.333 0.555 0.010 2.105 0.019 0.015 0.07 0.07
80 790 0.0057 0.0188 2.352 0.566 0.010 2.124 0.019 0.016 0.07 0.07
81 800 0.0057 0.0188 2.371 0.576 0.011 2.142 0.019 0.016 0.07 0.07
82 810 0.0057 0.0188 2.390 0.587 0.011 2.161 0.019 0.016 0.07 0.07
83 820 0.0057 0.0188 2.408 0.598 0.011 2.180 0.019 0.016 0.07 0.07
84 830 0.0057 0.0188 2.427 0.608 0.011 2.198 0.019 0.016 0.07 0.07
85 840 . 0.0057 0.0188 2.446 0.619 0.011 2.217 0.019 0.016 0.07 0.07
86 850 0.0057 0.0188 2.465 0.630 0.011 2.236 0.019 0.016 0.07 0.07
87 860 0.0057 0.0188 2.484 0.641 0.011 2.254 0.019 0.016 0.07 0.07
88 870 0.0057 0.0188 2.502 0.652 0.011 2.273 0.019 0.016 0.07 0.07
89 880 0.0057 0.0188 2.521 0.663 0.011 2.292 0.019 0.016 0.07 0.07
90 890 0.0050 0.0165 2.538 0.673 0.010 2.308 0.016 0.014 0.06 0.07
91 . 900 0.0050 0.0165 2.554 0.682 0.010 2.325 0.016 0.014 0.06 0.06
92 910 0.0050 0.0165 2.571 0.692 0.010 2.341 0.016 0.014 0.06 0.06
'93-'- 920 '0:0050 . . 0.0165- - 2,587' - 0.702'" 0,010-- 2.357 "-'-0,016 0.014 . 0,06 -'-0:06 -..
94 930 0.0050 0.0165 2.604 0.712 0.010 2.374 0.016 0.014 0.06 0.06
95 940 0.0050 0.0165 2.620 0.722 0.010 2.390 0.016 0.014 0.06 0.06
96 950 0.0050 0.0165 2.637 0.732 0.010 2.407 0.016 0.014 0.06 0.06
97 960 0.0050 0.0165 2.653 0.742 0.010 2.423 0.016 0.014 0.06 0.06
98 970 0.0050 0.0165 2.670 0.752 0.010 2.440 0.016 0.014 0.06 0.06
99 980 0.0050 0.0165 2.686 0.762 0.010 2.456 0.016 0.014 0.06 0.06
100 990 0.0050 0.0165 2.703 0.772 0.010 2.472 0.016 0.014 0.06 0.06
101 1000 0.0050 0.0165 2.719 0.782 0.010 2.489 0.016 0.014 0.06 0.06
102 1010 0.0040 0.0132 2.732 0.790 0.008 2.502 0.013 0.011 0.05 0.06
F:\JOBS\6600's\6617\Excel\2-yr SBUH9-16-09.xls
TBG
DariMart
Springfield OR
.
Pre-Development Calculations
.
Pervious Area Impervious Area
Time Rainfall Rainfall in AccumuL Accumul. Incremental Accumul. Incremental Total Instant Design
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate
min. fraction inches inches inches inches inches inches inches cfs cfs
103 1020 0.0040 0.0132 2.746 0.799 0.008 2.515 0.013 0.011 0.05 0.05
104 1030 0.0040 0.0132 2.759 0.807 0.008 2.528 0.013 0.011 0.05 0.05
105 1040 0.0040 0.0132 2.772 0.815 0.008 2.541 0.013 0.011 0:05 0.05
106 1050 0.0040 0.0132 2.785 0.823 0.008 2.554 0.013 0.011 0.05 0.05
107 1060 0.0040 0.0132 2.798 0.832 0.008 2.568 0.013 0.011 0.05 0.05
. 108 1070 0.0040 0.0132 2.812 0.840 0.008 2.581 0.013 0.011 0.05 0.05
109 1080 0.0040 0.0132 2.825 0.848 0.008 2.594 0.013 0.011 0.05 0.05
110 1090 0.0040 0.0132 2.838 0.856 0.008 2.607 0.013 0.011 0.05 0.05
111 1100 0.0040 0.0132 2.851 0.865 0.008 2.620 0.013 0.011 0.05 0.05
112 1110 0.0040 0.0132 2864 0.873 0.008 2.633 0.013 0.011 0.05 0.05
113 1120 0.0040 0.0132 2.878 0.882 0.008 2.646 0.013 0.011 0.05 0.05
114 1130 0.0040 0.0132 2.891 0.890 0.008 2.660 0.013 0.011 0.05 0.05
115 1140 0.0040 0.0132 2.904 0.899 0.008 2.673 0.013 0.011 0.05 0.05
116 1150 0.0040 0.0132 2.917 0.907 0.008 2.686 0.013 0.011 0.05 0.05
117 1160 0.0040 0.0132 2.930 0.916 0.009 2.699 0.013 0.011 0.05 0.05
118 1170 0.0040 0.0132 2.944 0.924 0.009 2.712 0.013 0.011 0.05 0.05
119 1180 0.0040 0.0132 2.957 0.933 0.009 2.725 0.013 0.011 0.05 0.05
120 1190 0.0040 0.0132 2.970 . 0.941 0.009 2.738 0.013 0.011 0~05 0.05
121 1200 0.0040 0.0132 2.983 0.950 0.009 2.752 0.013 0.011 0.05 . 0.05
122 1210 0.0040 0.0132 2.996 0.958 0.009 2.765 0.013 0.011 0.05 0.05
123 1220 0.0040 0.0132 3.010 0.967 0.009 2.778 0.013 0.011 0.05 0.05
124 1230 0.0040 0.0132 3.023 0.976 0.009 2.791 0.013 0.011 0.05 0.05
125 1240 0.0040 0.0132 3.036 0.984 0.009 2.804 0.013 0.011 0.05 0.05
126 1250 0.0040 0.0132 3.049 0.993 0.009 . 2.817 0.013 0.011 0.05 0.05
127 . 1260 0.0040 0.0132 3.062 1.002. 0.009 2.830 0.013 0.011 0.05 0.05
128 1270 0.0040 0.0132 3.076 1.011 0.009 2.844 0.013 0.011 0.05 0.05
129 1280 0.0040 0.0132 3.089 1.019 0.009 2.857 0.013 0.011 0.05 0.05
130 1290 0.0040 0.0132 3.102 1.028 0.009 2.870 0.013 0.011 0.05 0.05
131 1300 0.0040 0.0132 3.115 1.037 0.009 2.883 0.013 0.011 0.05 0.05
132 1310 0.0040 0.0132 3.128 1.046 0.009 2.896 0.013 0.011 0.05 0.05
133 1320 0.0040 0.0132 3.142 1.055 0.009 2.909 0.013 0.011 0.05 0.05
134 1330 0.0040 0.0132 3.155 1.063 0.009 2.922 0.013 0.011 0.05 0.05
135 1340 0.0040 0.0132 3.168 1.072 0.009 2.936 0.013 0.011 0.05 0.05
136 1350 0.0040 0.0132 3.181 1.081 0.009 2.949 0.013 0.012 0.05 0.05
137 1360 0.0040 0.0132 3.194 1.090 0.009 2.962 0.013 0.012 0.05 0.05
138 1370 0.0040 0.0132 3.208 1.099 0.009 2.975 0.013 0.012 0.05 0.05
139 1380 . 0.0040 0.0132 3.221 1.108 0.009 2,988 0.013 0.012 0.05 0.05
140 1390 0.0040 0.0132 3.234 1.117 0.009 3.001 0.013 0.012 0.05 0.05
141 1400 0.0040 0.0132 3.247 1.126 0.009 3.015 0.013 0.012 0.05 0.05
142 1410 0.0040 0.0132 3.260 1.135 0.009 3.028 0.013 0.012 0.05 0.05
143 1420 0.0040 0.0132 3.274 1.144 0.009 3.041 0.013 0.012 0.05 0.05
-144 .-.1430 _..0,0041}- .0,01-32- '-3c281-u - -1,-153- - ..0,009- . --3,054-- '''0,0H-- 0,0-1-2- "0:05-' --0:05 -'
145 1440 0.0040 0.0132 3.300 1.162 0.009 3.067 0.013 0.012 0.05 0:05
5o~\~
07-6617
q/l.("", MAC
F:\JOBS\6600's\6617\Excel\2-yr SBUH9-16-09.xls
, .
. .
TBG
Dari Mart
Springfield OR
Post-Development Calculations r.. 0< \ <(
07-6617
~A "M MAC
Pervious Area Impervious Area
Time Rainfall Rainfall in Accumul. Accumul. Incremental Accumul. Incremental Total Instant Design
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate
min. fraction inches inches Inches inches inches inches inches cfs cfs
1 0 0.0000 0.0000 0 0.000 0 0 0 0 0 0
2 10 0.0040 0.0132 0.013 0.000 0.000 0.000 0.000 0.000 0.00 0.00
3 20 0.0040 0.0132 0.026 0.000 0.000 0.000 0.000 0.000 0.00 0.00
4 30 0.0040 0.0132 0.040 0.000 0.000 0.000 0.000 0.000 0.00 0.00
5 40 0.0040 0.0132 0.053 0.000 0.000 0.001 0.001 0.001 0.00 0.00
6 50 0.0040 0.0132 0.066 0.000 0.000 0.003' 0.002 0.002 0.01 0.00
7 60 0.0040 0.0132 0.079 0.000 0.000 0.006 0.003 0.003 0.01 0.01
8 70 0.0040 0.0132 0.092 0.000 0.000 0.010 0.004 0.003 0.02 0.01
9 80 0.0040 0.0132 0.106 0.000 0.000 0.016 0.005 0.004 0.02 0.02
10 90 0.0040 0.0132 0.119 0.000 0.000 0.022 0.006 0.005 0.02 0.02
11 100 0.0040 0.0132 0.132 0.000 0.000 0.028 0.007 0.005 0.02 0.02
12 110 0.0050 0.0165 0.149 0.000 0.000 0.037 0.009 0.007 0.03 0.03
13 120 0.0050 0.0165 0.165 0.000 0.000 0.047 0.010 0.008 0.03 0.03
14 130 0.0050 0.0165 0.182 0.000 0.000 0.057 0.010 0.008 0.04 0.03
15 140 0.0050 0.0165 0.198 0.000 0.000 0.068 0.011 0.009 0.04 0.04
16 150 0.0050 0.0165 0.215 0.000 0.000 0.080 0.011 0.009 0.04 0.04
17 160 0.0050 0.0165 0.231 0.000 0.000 0.092 0.012 0.009 0.04 0.04
18 170 0.0060 0.0198 0'.251 0.000 0.000 0.106 0.015 0.012 0.05 0.04
19 180 0.0060 0.0198 0.271 0.000 0.000 0.122 0.015 0.012 0.05 0.05
20 190 0.0060 0.0198 0.290 0.000 0.000 0.137 0.016 0.012 0.06 0.05
21 200 0.0060 0.0198 0.310 0.000 0.000 0.153 0.016 0.013 0.06 0.05
22 210 0.0060 0.0198 0.330 0.000 0.000 0.170 0.016 0.013 0.06 0.06
23 220 0.0060 0.0198 0.350 0.000 0.000 0.186 0.017 0.013 0.06 0.06
24 230 0.0070 0.0231 0.373 0.000 0.000 0.206 0.020 0.015 0.07 0.06
25 240 0.0070 0.0231 0.396 0.000 0.000 0.226 0.020 0.016 0.07 0.07
26 250 0.0070 0.0231 0.419 0.000 0.000 0.246 0.020 0.016 0.07 0.07
27 260 0.0070 0.0231 0.442 0.000 0.000 0.266 0.020 0.016 0.07 0.07
28 270 0.0070 0.0231 0.465 0.000 0.000 0.287 0.021 0.016 0.07 0.07
29 280 0.0070 0.0231 0.488 0.000 0.000 0.307 0.021 0.016 0.07 0.07
30 290 0.0082 0.0271 0.515 0.000 0.000 0.332 0.025 0.019 0.09 0.08
31 300 0.0082 0.0271 0.543 0.000 0.000 0.357 0.025 0.019 0.09 0.08
32 310 0.0082 0.0271 0.570 0.000 0.000 0.382 0.025 0.020 0.09 0.09
33 320 0.0082 0.0271 0.597 0.000 0.000 0.407 0.025 0.020 0.09 0.09
34 330 0.0082 0.0271 0.624 0.000 0.000 0.432 0.025 0.020 0.09 0.09
35 340 '0.0082 0.0271 0.651 0.000 0.000 0.457 0.025 0.020 0.09 0.09
36 350 0.0095 . 0.0314 0.682 0.000 0.000 0.486 0.029 0.023 0.10 0.09
37 360 0.0095 .0.0314 0.713 0.001 0.001 0.516 0.030 0.023 0.11 0.10
38 370 0.0095 0.0314 0.745 0.002 0.001 0.546 0.030 0.024 0.11 0.10
39 380 0.0095 0.0314 0.776 0.003 0.002 0.576 0.030 0.024 0.11 0.11
40 390 0.0095 0.0314 0.808 0.006 0.002 0.606 0.030 0.024 0.11 0.11
41 400 0.0095 0.0314 0.839 0.008 0.003 0.636 0.030 0.024 0.11 0.11
.. 42-. .. - 4~0- -0,0~-34- -0,0442-- --0,883- --0,0~3- - 0,005-.. --0,678-- ---0,()42-- -0,035- ~045-- - .0+2-.-.
43 420 0.0134 0.0442 0.927 0.019 0.006 0.721 0.043 0.035 0.16 0.14
44 430 0.0134 0.0442 0.972 0.026 0.007 0.763 0.043 0.035 0.16 0.15
45 440 0.0180 0.0594 1.031 0.036 0.010 0.821 0.058 0.048 0.21 0.17
46 450 0.0180 0.0594 1.090 0.048 0.012 0.879 0.058 0.048 0.22 0.20
47 460 0.0340 0.1122 1.203 0.074 0.026 0.988 0.109 0.092 0.41 0.28
48 470 0.0540 0.1782 1.381 0.126 0.052 1.163 0.175 0.149 0.67 0.45
49 480 0.0270 0.0891 1.470 0.156 0.030 1.250 0.088 0.075 0.34 0.49
50 490 0.0180 0.0594 1.529 0.177 0.021 1.309 0.059 0.051 0.23 0.35
51 500 0.0134 0.0442 1.573 0.194 0.017 1.353 0.044 0.038 0_17 0.25
F:\JOBS\6600's\6617\Excel\2-yr SBUH9-16-09.xls
TBG
DariMart
Springfield OR
.
Post-Development Calculations
.
. ,
Pervious Area Impervious Area
Time Rainfall Rainfall in Accumul. Accumul. Incremental Accumul. Incremental Total Instant Design
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate
min. fraction inches inches inches inches inches inches inches cfs cfs
52 510 0.0134 0.0442 1.618 0.211 0.017 1.396 0.044 0.038 0.17 0.20
53 520 0.0134 0.0442 1.662 0.229 0.018 1.440 0.044 0.038 0.17 0.18
54 530 0.0088 0.0290 1.691 0.241 0.012 1.468 0.029 0.025 0.11 0.15
55 540 0.0088 0.0290 1.720 0.253 0.012 1.497 0.029 0.025 0.11 0.13
56 550 0.0088 0.0290 1.749 0.265 0.012 1.526 0.029 0.025 0.11 0.12
57 560 0.0088 0.0290 1.778 0.278 0.013 1.555 0.029 0.025 0.11 0.11
58 570 0.0088 0.0290 1.807 0.291 0.013 1.583 0.029 0.025 0.11 0.11
59 580 0.0088 0.0290 1.836 0.304 0.013 1.612 0.029 0.025 0.11 0.11
60 590 0.0088 0.0290 1.865 0.317 0.013 1.641 0.029 0.025 0.11 0.11
61 600 0.0088 0.0290 1.894 0.330 0.013 1.670 0.029 0.026 0.11 0.11
62 610 0.0088 0.0290 1.923 0.344 0.014 1.698 0.029 0.026 0.11 0.11
63 620 0.0088 0.0290 1.952 0.358 0.014 1.727 0.029 0.026 0.11 0.11
-64 630 0.0088 0.0290 1.981 0.372 0.014 1.756 0.029 - 0.026 0.11 0.11
65 640 0.0088 0.0290 2.010 0.386 0.014 1.785 0.029 0.026 0.12 0.11
66 650 0.0072 0.0238 2.034 0.398 0.012 1.808 0.024 0.021 0.09 0.11
67 660 0.0072 0.0238 2.058 0.410 0.012 1.832 0.024 0.021 0.09 0.10
68 670 0.0072 0.0238 2.082 0.422 0.012 1.855 0.024 0.021 0.09 0.10
69 680 0.0072 0.0238 2.105 0.434 0.012 1.879 0.024 0.021 0.09 0.10
70 690 0.0072 0.0238 2.129 0.446 0.012 1.902 0.024 0.021 0.09 0.09
71 700 0.0072 0.0238 2.153 0.458 0.012 1.926 0.024 0.021 0.09 0.09
72 710 0.0072 0.0238 2.177 0.471 0.012 1.950 0.024 0.021 0.10 0.09
73 720 0.0072 0.0238 2.200 0.483 0.013 1.973 0.024 0.021 0.10 0.10
74 730 0.0072 0.0238 2.224 0.496 0.013 1.997 0.024 0.021 0.10 0.10
75 740 . 0.0072 0.0238 2.248 0.509 0.013 2.020 0.024 0.021 0.10 0.10
76 750 0.0072 0.0238 2.272 0.522 . 0.013 2.044 0.024 0.021 0.10 0.10
77 760 0.0072 0.0238 2.295 0.535 0.013 2.068 0.024 0.021 0.10 0.10
78 770 0.0057 0.0188 2.314 0.545 0.010 2.086 0.019 0.017 0.08 0.09
- 79 780 0.0057 0.0188 2.333 0.555 0.010 2.105 0.019 0.017 0.08 0.08
80 790 0.0057 0.0188 2.352 0.566 0.010 2.124 0.019 0.017 0.08 0.08
81 800 0.0057 0.0188 2.371 0.576 0.011 2.142 0.019 0.017 0.08 0.08
82 810 0.0057 0.0188 2.390 0.587 0.011 2.161 0.019 0.017 0.08 0.08
83 820 0.0057 0.0188 2.408 0.598 0.011 2.180 0.019 0.017 0.08 0.08
84 830 0.0057 0.0188 2.427 0.608 0.011 2.198 0.019 0.017 0.08 0.08
85 840 0.0057 0.0188 2.446 0.619 0,011 2.217 0.019 0.017 0.08 0.08
86 850 0.0057 0.0188 2.465 0.630 0.011 2.236 0.019 0.017 0.08 0.08
87 860 0.0057 0.0188 2.484 0.641 0.011 2.254 0.019 0.017 0.08 0.08
88 870 0.0057 0.0188 2.502 0.652 0.011 2.273 0.019 0.017 0.08 0.08
89 880 0.0057 0.0188 2.521 0.663 0.011 2.292 0.019 0.017 0.08 0.08
90 890 0.0050 0.0165 2.538 0.673 0.010 2.308 0.016 0.015 0.07 0.07
91 900 0.0050 0.0165 2.554 0.682 0.010 2.325. 0.016 0.015 0.07 0.07
92 910 0.0050 0.0165 2.571 0.692 0.010 2.341 0.016 0.015 0.07 0.07
.93- -.920.- -0~0050. - 0~0.165 - --2"587'- .-Oci'02-- . 0,010- -2"351- .. -(}0.1€i-..- -0,015 - .0,07.- -- -0,07-.
94 930 0.0050 0.0165 2.604 0_712 0.010 2.374 0.016 0.015 0.07 0.07
95 940 0.0050 0.0165 2.620 0.722 0.010 2.390 0.016 0.015 0.07 0.07
96 950 0.0050 0.0165 2.637 0.732 0.010 2.407 0.016 0.015 0.07 0.07
97 960 0.0050 0.0165 2.653 0.742 0.010 2.423 0.016 0.015 0.07 0.07
98 970 0.0050 0,0165 2.670 0.752 0.010 2.440 0.016 0.015 0.07 0.07
99 980 0.0050 0.0165 2.686 0.762 0.010 2.456 0.016 0.015 0.07 0.07
100 990 0.0050 0.0165 2.703 . 0.772 0.010 2.472 0.016 0.015 0.07 0.07
101 1000 0.0050 0.0165 2.719 0.782 0.010 2.489 0.016 0.015 0.07 0.07
102 1010 0.0040 0.0132 2.732 0.790 0.008 2.502 0.013 0.012 0.05 0.06
., o~ \8
07-6617
?/Il.lo"l MAC
F:\JOBS\6600's\6617\Excel\2-yr SBUH9-16-09.xls
TBG
Dari Mart
Springfield OR
. .
Post-Development Calculations 1\ o~ \ 'I.
07-6617
9'I.roio'\ MAC
." ..
Pervious Area Impervious Area
Time Rainfall Rainfall in Accumul. Accumul. Incremental Accumul. Incremental Total Instant Design
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate
min. fraction inches inches inches inches inches inches inches cfs cfs
103 1020 0.0040 0.0132 2.746 0.799 0.008 2.515 0.013 0.012 0.05 0.06
104 1030 0.0040 0.0132 2.759 0.807 0.008 2.528 0.013 0.012 0.05 0.06
105 1040 0.0040 0.0132 2.772 0.815 0.008 2.541 0.013 0.012 0.05 0.05
106 1050 0.0040 0.0132 2.785 0.823 0.008 2.554 0.013 0.012 0.05 0.05
107 1060 0.0040 0.0132 2.798 0.832 0.008 2.568 0.013 0.012 0.05 0.05
108 1070 0.0040 0.0132 2.812 0.840 0.008 2.581 0.013 0.012 0.05 0.05
109 1080 0.0040 0.0132 2.825 0.848 0.008 2.594 0.013 0.012 0.05 0.05
110 1090 0.0040 0.0132 2.838 0.856 0.008 2.607 0.013 0.012 0.05 0.05
111 1100 0.0040 0.0132 2.851 0.865 0.008 2.620 0.013 0.012 0.05 0.05
112 1110 0.0040 0.0132 2.864 0.873 0.008 2.633 0.013 0.012 0.05 0.05
113 1120 0.0040 0.0132 2.878 0.882 0.008 2.646 0.013 0.012 0.05 0.05
114 1130 0.0040 0.0132 2.891 0.890 0.008 2.660 0.013 0.012 0.05 0.05
115 1140 0.0040 0.0132 2.904 0.899 0.008 2.673 0.013 0.012 0.05 0.05
116 1150 . 0.0040 0.0132 2.917 0.907 0.008 2.686 0.013 0.012 0.05 0.05
117 1160 0.0040 0.0132 2.930 0.916 0.009 2.699 0.013 0.012 0.05 0.05
118 1170 0.0040 0.0132 2.944 0.924 0.009 2.712 0.013 0.012 0.05 0.05
119 1180 0.0040 0.0132 2.957 0.933 0.009 2.725 0.013 0.012 0.05 0.05
120 1190 0.0040 0.0132 2.970 0.941 0.009 2.738 0.013. 0.012 0.05 0.05
121 1200 0.0040 0.0132 2.983 0.950 0.009 2.752 . 0.013 0.012 0.05 0.05
122 1210 0.0040 0.0132 2.996 0.958 0.009 2.765 0.013 0.012 0.05 0.05
123 1220 0.0040 0.0132 3.010 0.967 0.009 2.778 0.013 0.012 . 0.05 0.05
124 1230 0.0040 0.0132 3.023 0.976 0.009 2.791 0.013 0.012 0.05 0.05
125 1240 0.0040 0.0132 3.036 0.984 0.009 2.804 0.013 0.012 0.05 0.05.
126 1250 0.0040 0.0132 3.049 0.993 0.009 2.817 0.013 0.012 0.05 0.05
127 1260 0.0040 0.0132 3.062 1.002 0.009 2.830 0.013 0.012 0.05 0.05
128 - 1270 0.0040 0.0132 3.076 1.011 0.009 2.844 0.013 0~012 0.05 0.05
129 1280 0.0040 0.0132 3.089 1.019 0.009 2.857 0.013 0.012 0.05 0.05
130 1290 0.0040 0.0132 3.102 1.028 0.009 2.870 0.013 0.012 0.05 0.05
131 1300 0.0040 0.0132 3.115 1.037 0.009 2.883 0.013 0.012 0.05 0.05
132 1310 0.0040 0.0132 3.128 1.046 0.009 2.896 0.013 0.012 0.05 0.05
133 1320 0.0040 0.0132 3.142 1.055 0.009 2.909 0.013 0.012 0.05 0.05
134 1330 0.0040 0.0132 3.155 1.063 0.009 2.922 0.013 0.012 0.05 0.05
135 1340 0.0040 0.0132 3.168 1.072 0.009 2.936 0.013 0.012 0.05 0.05
136 1350 0.0040 0.0132 3.181 1.081 0.009 2.949 0.013 0.012 0.05 0.05
137 1360 0.0040 0.0132 3.194 1.090 0.009 . 2.962 0.013 0.012 0.05 0.05
138 1370 0.0040 0.0132 3.208 1.099 0.009 2.975 0.013 0.012 0.05 0.05
139 1380 0.0040 0.0132 3.221 1.108 0.009 2.988 0.013 0.012 0.05 0.05
140 1390 0.0040 0.0132 3.234 1.117 0.009 3.001 0.013 0.012 0.05 0.05
141 1400 0.0040 0.0132 3.247 1.126 0.009 3.015 0.013 0.012 0.05 0.05
142 1410 . 0.0040 0.0132 3.260 1.135 0.009 3.028 0.013 0.012 0.05 0.05
143 1420 0.0040 0.0132 3.274 1.144 0.009 3.041 0.013 0.012 0.05 0.05
.. 144' 14BO --0:0040-- . 0:0132 -'-3.281 1.15B- -"-0:009 '''3:054 -.. 0:01-3- - 0:012- "0:06 ...0:05....
145 1440 0.0040 0.0132 3.300 1.162 0.009 3.067 0.013 0:012 0.06 0.06
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Dari Mart
Springfield OR
. .
Pre-Development Calculations \ 2..0'\<(
07-6617
'111~1'1 MAC
I .
Pervious Area Impervious Area
Time Rainfall Rainfall in Accumul. Accumu1. Incremental AccumuJ. Incremental Total Instant Design
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate
min. fraction inches inches inches inches inches inches inches cfs cfs
1 0 0.0000 0.0000 0 0.000 0 0 0 0 0 0
2 10 0.0040 0.0192 0.019 0.000 0.000 0.000 0.000 0.000 0.00 0.00
3 20 0.0040 0.0192 0.038 0.000 0.000 0.000 0,000 0.000 0.00 0.00
4 30 0.0040 0.0192 0.058 0.000 0.000 0.001 0.001 0.001 0.00 0.00
5 40 0.0040 0.0192 0.077 0.000 0.000 0.005 0.004 0.003 0.01 0,01
6 50 0.0040 0.0192 0.096 0.000 0.000 0.012 0.006 0.004 0.02 0.01
7 60 0.0040 0,0192 0.115 0.000 0.000 0.020 0.008 0.005 0.02 0.02
8 70 0.0040 0.0192 0.134 0.000 0.000 0.029 0,010 0.006 0.03 0.02
9 80 0.0040 0.0192 0.154 . 0.000 0.000 0.040 0.011 0,007 0.03 0.03
10 90 0.0040 0.0192 0.173 0.000 0.000 0.052 0,012 0,007 0.03 0.03
11 100 0.0040 0.0192 0.192 0.000 0.000 0.064 0,013 0.008 0,03 0.03
12 110 0.0050 0.0240 0.216 0.000 0.000 0.081 0.017 0.010 0.05 0.04
13 120 0.0050 0.0240 0.240 0.000 0.000 0.098 0,017 0.011 0.05 0.04
14 130 0.0050 0.0240 0.264 0.000 0.000 0.117 0,018 0.011 0.05 0.05
15 140 0.0050 0.0240 0.288 0.000 0.000 0.135 0.019 0.012 0.05 0.05
16 150 0.0050 0.0240 0.312 0.000 0.000 0.155 0,019 0.012 0.05 0.05
. 17 160 0.0050 0.0240 0.336 0.000 0.000 0.175 0,020 0.012 0.05 0.05
,18 170- 0.0060 0.0288 0.365 0.000 0.000 0.199 0.024 0.015 0.07 0.06
19 180 0.0060 0.0288 0.394 0.000 0.000 0.223 0.025 . 0.015 0.07 0.06
20 190 0.0060 0.0288 0.422 . 0.000 0.000 0.249 0.025 0.015 0.07 0.07
21 200 0.0060 0.0288 0.451 0.000 0.000 0.274 0.025 0.016 0.07 0.07
22 210 0.0060 0.0288 0.480 0.000 0.000 0.300 0.026 0.016 0.07 0,07
23 220 0.0060 0.0288 . 0.509 0.000 0.000 0.326 0.026 0.016 0.07 0.07
24 230 0.0070 0.0336 0.542 0.000 0.000 0.357 0.031 0,019 0.08 0,07
25 240 0.0070 0.0336 0.576 0.000 0.000 0.387 0.031 0.019 0.08 0.08
26 250 . 0.0070 0.0336 0,610 0.000 0.000 0.419 0.031 0,019 0.09 0.08
27 260 0.0070 0.0336 0,643 0.000 0.000 0.450 0.031 0,019 0.09 0.08
28 270 0.0070 0.0336 0.677 0.000 0.000 0.481 0.032 0.019 0.09 0.09
29 280 0.0070 0.0336 0.710 0.001 0.001 0.513 0.032 0.020 0.09 0.09
3D 290 0.0082 0.0394 0.750 0.002 0.001 0.550 0.037 0.023 0.10 0.09
31 300 0.0082 0.0394 0.789 0.004 0.002 0.588 0.037 0,024 0.11 0.10
32 310 0.0082 0.0394 0.828 0.007 0.003 0.626 0.038 0.024 0.11 0.11
33 320 0.0082 0.0394' 0.868 0.011 0.004 0.663 0.038 0.025 0.11 0.11
34 330 0.0082 0.0394 0.907 0.016 0.005 0.701 0.038 0.025 0.11 0.11
35 340 0.0082 0.0394 0.947 0.022 0.005 0.739 0.038 0.025 0.11 0.11
36 350 0.0095 0.0456 0.992 0.029 0.007 0.783 0,044 0.030 0.13 0.12
37 360 0.0095 0.0456 1.038 0,037 0.008 0.828 0,044 0.030 0.14 0.13
38 370 0.0095 0.0456 1.083 0.046 0.009 0,872 0.044 0.031 0.14 0.13
39 380 0.0095 0.0456 1.129 0,056 0.010 0.916 0.044 0.031 0.14 0.14
40 390 0.0095 0,0456 1.175 0.067 0.011 0,961 0.045 0.031 0.14 0.14
41 400 0.0095 0.0456 1.220 0.079 0.012 1.005 0.045 0.032 0.14 0.14
.,42" .4-10 .-0,0.134.. ..0.0643- -1.284-- ..0,097-- ...0,0.18 . ---1,068- .0,063. .. -0,0410- --0,20- ..0~16....
43 420 0.0134 0.0643 1.349 0.116 0,019 1.131 0.063 0.046 0.21 0.19
44 430 0.0134 0.0643 1.413 0.137 0,021 1.195 0.063 0.047 0.21 0.20
45 440 0.0180 0.0864 1.500 0.166 0.030 1.280 0.085 0.064 0.28 0.23
46 450 0.0180 0.0864 1.586 0.199 0,032 1.365 0.085 0.065 0.29 0.27
47 460 0.0340 0.1632 1.749 0.265 0.067 1.526 0.161 0.125 0.56 0.36
48 470 0.0540 0.2592 2.008 0.385 0.120 1,783 0.257 0.204 0.91 0.60
49 480 0.0270 0.1296 2.138 0.451 0.065 1,911 0,129 0,104 0.47 0.65
50 490 0.0180 0.0864 2.224 0.496 0.046 1.997 0.086 0.070 0.31 0.49
51 500 0.0134 0,0643 2.289 0,531 0.035 2.061 0.064 0.053 0.24 0.35
F:\JOBS\6600's\6617\Excel\25-yr SBUH9-16-09.xls
TBG
Dari Mart
Springfield OR
.
Pre-Development Calculations
.
. .
4
Pervious Area Impervious Area
Time Rainfall Rainfall'in AccumuJ. Accumul. Incremental AccumuJ. Incremental Total Instant Design
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate
min, fraction inches inches inches inches inches inches inches cis cis
52 510 0,0134 0,0643 2,353 0,566 0,036 2,125 0,064 0,053 0,24 0,28
53 520 0,0134 . 0,0643 2.417 0,603 . 0,036 2,189 0,064 0,053 0.24 0.25
54 530 0,0088 0,0422 2.460 0.627 0.024 2.231 0.042 0.035 0,16 0,22
55 540 0.0088 0.0422 2.502 0.652 0,025 2,272 0.042 0.035 0.16 0,18
56 550 0.0088 0.0422 2.544 0.676 0.025 2.314 0.042 0.035 0,16 0,17
57 560 0.0088 0.0422 2.586 0.701 0.025 2.356 0.042 0.035 0.16 0.16
58 570 0.0088 0.0422 2628 0.727 0,025 2,399 0.042 0.036 0.16 0,16
59 580 0.0088 0.0422 2,671 0.752 0.026 2.441 0.042 0.036 0.16 0.16
60 590 0.0088 0.0422 2.713 0.778 0.026 2.483 0.042 0.036 0,16 0.16
61 600 0.0088 0.0422 2,755 0.805 0.026 2.525 0.042 0.036 0.16 0.16
62 610 0.0088 0.0422 2.797 0.831 0.026 2.567 0.Oil2 0.036 . 0.16 0.16
63 620 0.0088 0.0422 2.840 0.858 0,027 2.609 0.042 0.036 0.16 0.16
64 630 0,0088 0.0422 2.882 0.884 0,027 2.651 0.042 0,036 0.16 0.16
65 640 0,0088 0.0422 2,924 0.912 0.027 2.693 0.042 0.036 0.16 0.16
66 650 0.0072 0,0346 2,959 0.934 0.022 2.727 0.034 0.030 0.13 0.15
67 660 0.0072 0.0346 2.993 0,956 0.022 2.762 0.034 0.030 0.13 0.14
68 670 0.0072 . 0.0346 3,028 0.979 0.023 2,796 0,034 0.030 0.13 0.14
69 680 0.0072 0.0346 3.062 1.002 0.023 2.830 0.034 0.030 0.13 0,13
70 690 0.0072 0.0346 3.097 1.025 0.023 2.865 0.034 0.030 0,13 0,13
71 700 0.0072 0.0346 3.132 1.048 0.023 2.899 0.034 0.030 0.13 0,13
72 710 0.0072 0.0346 3.166 1.071 0.023 2.934 0.034 0.030 0.13 0.13
73 720 0,0072 0.0346 3.201 1.094 0.023 2,968 0.034 0.030 0,13 0.13
74 730 0,0072 0.0346 3.235 1.118 0.023 3.003 0,034 0,030 0.14 0.13
75 740 0,0072 0.0346 3.270 1.141 0.024 3,037 0,034 0.030 0.14 0.14
76 750 0.0072 0.0346 3.304 1.165 0,024 3,071 0,034 0.030 0.14 0.14 .
77 760 0,0072 0.0346 3.339 1.189 0,024 3,106 0,034 0.030 0.14 0.14
78 770 0.0057 0.0274 3.366 1.208 0,019 3.133 0.027 0.024 0.11 0,13
79 780 0.0057 0.0274 3.394 1.227 0,019 3.160 0.027 0.024 0.11 0.11
80 790 0.0057 0.0274 3.421 1.246 0,019 3.188 0.027 0,024 0.11 0,11
81 800 0,0057 0.0274 3.448 1.265 0,019 3.215 . 0.027 0.024 0.11 0.11
82 810 0.0057 0.0274 3.476 1.285 0.019 3.242 0.027 0.024 0.11 0.11
83 820 . 0.0057 0.0274 3.503 1.304 0,019 3,270 0.027 0.024 0.11 0,11
84 830 0.0057 0,0274 3.530 1.323 0.019 3.297 0.027 0.024 0,11 0.11
85 840 0.0057 0.0274 3,558 1.343 0,019 3,324 0.027 0.024 0.11 0.11
86 850 . 0.0057 0.0274 3.585 1,362 0,020 3.351 0.027 0.024 0.11 0.11
87 860 0.0057 0.0274 3,612 1.382 0,020 3.379 0.027 0,024 0.11 0.11
88 870 0.0057 0.0274 3.640 1.402 0,020 3.406 0.027 0.024 0.11 0.11
89 880 0.0057 0.0274 3.667 1.421 0.020 3.433 0.027 0.024 0.11 0.11
90 890 0,0050 0.0240 3,691 1.439 0.017 3.457 0.024 0.021 0.10 0.10
91 900 0.0050 0.0240 3,715 1.456 0.017 3.481 0.024 0.021 0.10 0.10
92 910 0.0050 0.0240 3.739 1.474 0.017 3,505 0.024 0.021 0.10 0.10
93-. ...920- ...0;0050- ..0;0240- ~3'C763-- '+491~ "'0:018 .. ",3:529,-' -0;024-- '0;02-1- '''0:10- . 0.10
94 930 0.0050 0.0240 3.787 1.509 0,018 3.553 0,024 0,021 0,10 0,10
95 940 0,0050 0.0240 3.811 1.526 0.018 3.577 0.024 0.021 0.10 0.10
96 950 0.0050 0.0240 3.835 1.544 0.018 3.601 0.024 0.022 0.10 0.10
97 960 0.0050 0.0240 3.859 1.562 0.018 3,625 0.024 0.022 0.10 0.10
98 970 0.0050 0.0240 3.883 1.580 0.018 3.649 0.024 0.022 0.10 0.10
99 980 0.0050 0.0240 3.907 1.597 0.018 3.673 0.024 0.022 0.10 0.10
100 990 0.0050 0.0240 3.931 1.615 0.018 3.696 0.024 0.022 0.10 0.10
101 1000 0.0050 0.0240 3.955 1.633 0.018 3.720 0.024 0.022 .0.10 0.10
102 1010 0.0040 0.0192 3.974 1.647 0.014 3.740 0.019 0.017 0.08 0.09
\'::, o~\<i
07-6617
9/1"'/:11 MAC
F:\JOBS\6600's\6617\Excel\25-yr SBUH9-16-09.xls
TBG
DariMart
Springfield OR
. .
Pre-Development Calculations 14 Q" l '6
07-6617
~/1.1,9 MAC
, .
Pervious Area Impervious Area
Time Rainfall Rainfall in Accumul. Accumut. Incremental Accumul. Incremental Total Instant Design
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate
min. Iraction inches inches inches inches inches inches inches cis cis
103 1020 0.0040 0.0192 3.994 1.662 0.014 3.759 0.019 0.017 0.08 0.08
104 1030 0.0040 0.0192 4.013 1.676 0.014 3.778 0.019 0.017 0.08 0.08
105 1040 0.0040 0.0192 4.032 1.691 0.014 3.797 0.019 0.017 0.08 0.08
106 1050 . 0.0040 0.0192 4.051 1.705 0.014 3.816 0.019 0.017 0.08 0.08
107 1060 0.0040 0.0192 4.070 1.720 0.014 3.835 0.019 0.017 0.08 0.08
108 1070 0.0040 0.0192 '4.090 1.734 0.015 3.854 0.019 0.017 0.08 0.08
109 1080 0.0040 0.0192 4.109 1.749 0.015 3.874 0.019 0.017 0.08 0.08
110 1090 0.0040 0.0192 4.128 1.763 0.015 '3.893 0.019 0.017 0.08 0.08
111 1100 0.0040 0.0192 4.147 1.778 0.015 3.912 0.019 0.017 0.08 0.08
112 1110 0.0040 0.0192 4.166 1.792 0.015 3.931 0.019 0.017 0.08 0.08
113 1120 0.0040 0.0192 4.186 1.807 0.015 3.950 0.019 0.017 0.08 0.08
114 1130 0.0040 0.0192 4.205 1.822 0.015 3.969 0.019 0.017 0.08 0.08
115 1140 0.0040. 0.0192 4.224 1.836 0.015 3.989 0.019 0.017 0.08 0,08
116 1150 0.0040 0.0192 4.243 1.851 0.015 4.008. 0.019 0.017 0.08 0.08
117 1160 0.0040 0.0192 4.262 1.866 0.015 4.027 0.019 0.017 0.08 0.08
118 1170 0.0040 0.0192 4.282 1.881 0.015 4.046 0.019 0.017 0.08 0.08
119 . 1180 0.0040 0.0192 4.301 1.896 0.015 4.065 0.019 0.017 0.08 0.08
120 1190 0.0040 0.0192 4.320 1.910 0.015 4.084 0.019 0.017 0.08 0,08
121 1200 0.0040 0.0192 4.339 1.925 0.015 4.104 0.019 0.017 0.08 0.08
122 1210 0.0040 0.0192 4.358 1.940 0.015 4.123 0.019 0.017 0.08 0.08
123 1220 0.0040 0.0192 4.378 1.955 0.015 4.142 0.019 0.018 0.08 0.08
124 1230 0.0040 0,0192 4.397 1.970 0.015 4.161 0,019 0.018 0.08 0.08
125 1240 0.0040 0.0192 4.416 1.985. 0.015 4.180 0.019 0.018 0.08 0,08
126 1250 0.0040 0.0192 4.435 2.000 0.015 4.199 0.019 0.018 0.08 0.08
127 1260 0.0040 0.0192 4.454 2.015 0.015 4.219 0.019 0.018 0.08 0.08
128 1270 0.0040 0.0192 .4.474 2.030 0.015 . 4.238 0.019 0.018 0.08 0.08
129 1280 0.0040 0.0192 4.493 2.045 0.015 4.257 . 0.019 0.018 0.08 0.08
130 1290 0.0040 0,0192 4.512 2.060 0.015 4.276 0.019 0.018 0,08 0.08
131 1300 0.0040 0.0192 4.531 2.075 0.015 4.295 0.019 0.018 0.08 0.08
132 1310 0.0040 0.0192 4.550 2.090 0.015 4.314 0.019 0.018 0.08 0.08
133 1320 0.0040 0.0192 4.570 2.105 0.015 4.334 0.019 0.018 0.08 0.08
134 1330 0.0040 0.0192 4.589 2.120 0.015 4.353 0.019 0.018 0.08 0.08
135 1340 0.0040 0.0192 4.608 2.135 0.015 4.372 0.019 0.018 0.08 0.08
136 1350 0.0040 0.0192 4.627 2.151 0.015 4.391 0.019 0.018 0.08 0.08
137 1360 0.0040 0.0192 4.646 2.166 0.015 4.410 0.019 0.018 0.08 0.08
138 1370 0.0040 0.0192 4.666 2.181 0.015 4.429 0.019 0.018 0.08 0.08
139 1380 0.0040 0.0192 4.685 2.196 0.015 4.448 0.019 0.018 0.08 0.08
140 1390 0.0040 . 0.0192 4.704 2.211 0.015 4.468 0.019 0.018 0.08 0.08
141 1400 0.0040 0.0192 4.723 2.227 0.015 4.487 0.019 0.018 0.08 0.08
142 1410 0.0040 0.0192 4,742 2.242 0,015 4.506 0.019 0,018 0.08 0.08
143 1420 0.0040 0.0192 4.762 2.257 0.015 4.525 0.019 0.018 0.08 0.08
.....144. ... ..1430 ...0,0040- .0,0192.. ..4,78.1 ...-2,2+3- .-0,015.. .4,544-.. 0,019... .0,018- --(l,(l8-- -(l,(l8",
145 1440 0.0040 0.0192 4.800 2.288 0.015 4.563 0.019 0.018 0.08 0.08
F:\JOBS\6600's\6617\Excel\25-yr SBUH9-16-09.xls
TBG
Dari Mart
Springfield OR
. .
Post-Development Calculations
.
. ,
.
Pervious Area ImpelVious Area
Time Rainfall Rainfall in Accumul. AccumuJ. Incremental Accumul. Incremental Total Instant Design
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate
min. fraction inches inches inches inches inches iriches inches cfs cfs
1 0 0.0000 0.0000 0 0.000 0 0 0 .0 0 0
2 10 0.0040 0.0192 0.019 0.000 0.000 0.000 0.000 0.000 0.00 0.00
3 20 0.0040 0.0192 0.038 0.000 0.000 0.000 0.000 0.000 0.00 0.00
4 30 0.0040 0.0192 0.058 0.000 0.000 0.001 0.001 0.001 0.00 0.00
5 40 0.0040 0.0192 0.077 0.000 0.000 0.005 0.004 0.003 0.01 0.01
6 50 0.0040 0.0192 0.096 0.000 0.000 0.012 0.006 0.005 0.02 0.01
7 60 0.0040 0.0192 0.115 0.000 0.000 0.020 0.008 0.006 0.03 0.02
8 70 0.0040 0.0192 0.134 0.000 0.000 0.029 0.010 0.008 0.03 0.03
9 80 0.0040 0.0192 0.154 0.000 0.000 0.040 0.011 0.008 0.04 0.03
10 90 0.0040 0.0192 0.173 0.000 0.000 0.052 0.012 0.009 0.04 0.04
11 100 0.0040 0.0192 0.192 0.000 0.000 0.064 0.013 0.010 0.04 0.04
12 110 0.0050 0.0240 0.216 0.000 0.000 0.081 0.017 0.013 0.06 0.05
13 120 0.0050 0.0240 0.240 0.000 0.000 0.098 0.017 0.014 0.06 .0.06
14 130 0.0050 0.0240 0.264 0.000 0.000 0.117 0.018 0.014 0.06 0.06
15 140 0.0050 0.0240 0.288 0.000 0.000 0.135 0.019 0.015 0.07 0.06
16 150 0.0050 0.0240 0.312 0.000 0.000 0.155 0.019 0.015 0.07 0.07
17 160 0.0050 0.0240 0.336 0.000 0.000 0.175 0.020 0.016 0.07 0.07
-18 170 0.0060 0.0288 0.365 0.000 0.000 . 0.199 0.024 - 0.019 0.09 0.07
19 180 0.0060 0.0288 0.394 0.000 0.000 0.223' 0.025 0.020 0.09 0.08
20 190 0.0060 0.0288 0.422 0.000 0.000 0.249 0.025 0.020 0.09 0.09
21 200 0.0060 0.0288 0.451 0.000 0.000 0.274 0.025 0.020 0.09 0.09
22 210 0.0060 0.0288 0.480 0.000 0.000 0.300 0.026 0.020 0.09 0.09
23 220 0.0060 0.0288 0.509 0.000 0.000 0.326 0.026 0.021 0.09 0.09
24 230 0.0070 0.0336 0.542 0.000 0.000 0.357 0.031 0.024 0.11 0.10
25 240 0.0070 0.0336 0.576 0.000 0.000 0.387 .0.031 0.024 0.11 0.10
26 250 0.0070 0.0336 0.610 0.000 0.000 0.419 0.031 . 0.025 0.11 0.11
27 260 0.0070 0.0336 0.643 0.000 0.000 0.450 0.031 0.025 0.11 0.11
28 270 0.0070 0.0336 0.677 0.000 0.000 0.481 0.032 0.025 0.11 0.11
29 280 0.0070 0.0336 0.710 0.001 0.001 0.513 0.032 0.025 0.11 0.11
30 290 0.0082 0.0394 0.750 0.002 0.001 0.550 0.037 0.030 0.13 0.12
31 300 0.0082 0.0394 0.789 0.004 0.002 0.588 0.037 0.030 0.13 0.13
32 310 0.0082 0.0394 0.828 0.007 0.003 0.626 0.038 0.030 0.14 0.13
33 320 0.0082 0.0394 0.868 0.011 0.004 0.663 0.038 0.031 0.14 0.14
34 330 . 0:0082 0.0394 0.907 0.016 0.005 0.701 0.038 0.031 0.14 0.14
35 340 0.0082 0.0394 0.947 0.022 0.005 0.739 0.038 0.031 0.14 0.14
36 350 0.0095 0.0456 0.992 0.029 0.007 0.783 0.044 0.036 0.16 0.15
37 360 0.0095 0.0456 1.038 0.037 0.008 0.828 0.044 0.037 0.16 0.16
38 370 0.0095 0.0456 1.083 0.046 0.009 0.872 0.044 0.037 0.17 0.16
39 380 0.0095 0.0456 1.129 0.056 0.010 0.916 0.044 0.037 0.17 0.16
40 390 0.0095 0.0456 1.175 0.067 0.011 0.961 0.045 0.037 0.17 0.17
41 400 0.0095 0.0456 1.220 0.079 0.012 1.005 0.045 0.038 0.17 0.17
.42 4 to- .0.0134- .-0.0643 ~.284 - --0.097- --0.0-18-. - .1,068- - 0,063-- -0,053- . Qc24-- ..-Q~19.- -
43 420 0.0134 0.0643 1.349 0.116 0.019 1.131 0.063 0.054 0.24 0.22
44 430 0.0134 0.0643 1.413 0.137 0.021 1.195 0.063 0.054 0.24 0.24
45 440 0.0180 0.0864 1.500 0.166 0.030 1.280 0.085 0.073 0.33 0.27
46 450 0.0180 0.0864 1.586 0.199 0.032 1.365 0.085 0.074 0.33 0.31
47 460 0.0340 0.1632 1.749 0.265 0.067 1.526 0.161 0.141 0.63 0.42
48 470 0.0540 0.2592 2.008 0.385 0.120 1.783 0.257 0.228 1.02 0.69
49 480 0.0270 0.1296 2.138 0.451 0.065 1.911 0.129 0.115 0.52 0.74
50 490 0.0180 0.0864 2.224 0.496 0.046 1.997 0.086 0.077 0.35 0.53
51 500 0.0134 0.0643 2.289 0.531 0.035 2.061 0.064 0.058 0.26 0.38
\....I~
07 -6617
911bl""! MAC
F:\JOBS\6600's\6617\Excel\25-yr SBUH9-16-09.xls
. .
. .
TBG
Dari Mart
Springfield OR
Post-Development Calculations Iloo'\~
07-6617
qll\.{oj MAC
PeNious Area Impervious Area
Time Rainfall Rainfall in Accumul. Accumul. Incremental Accumul. Incremental Total Instant Design
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate
min. fraction inches inches inches inches inches inches inches cfs cfs
52 510 0.0134 0.0643 2.353 0.566 0.036 2.125 0.064 0.058 0.26 0.30
53 520 0.0134 0.0643 2.417 0.603 0.036 2.189 0.064 0.058 .0.26 0.27
54 530 0.0088 0.0422 2.460 0.627 0.024 2.231 0.042 0.038 0.17 0.23
55 540 0.0088 0.0422 2.502 0.652 0.025 2.272 0.042 0.038 0.17 0.19
56 550 0.0088 0.0422 2.544 0.6,76 0.025 2.314 0.042 0.038 0.17 0.18
57 560 0.0088 0.0422 2.586 0.701 0.025 2.356 0.042 0.038 0.17 0.17
58 570 0.0088 0.0422 2.628 0.727 .' 0.025 2.399 0.042 0.039 0.17 0.17
59 580 0.0088 0.0422 2.671 0.752 0.026 2.441 0.042 0.039 0.17 0.17
60 590 0.0088 0.0422 2.713 0.778 0.026 2.483 0.042 0.039 0.17 0.17
61 600 0.0088 0.0422 2.755 0.805 0.026 2.525 0.042 0.039 0.17 0.17
62 610 0.0088 0.0422 ' 2.797 0.831 0.026 2.567 0.042 0.039 0.17 0.17
63 620 0.0088 0.0422 2.840 0.858 0.027 2.609 0.042 0.039 0.17 0.17
64 630 0.0088 0.0422 2.882 .0.884 0.027 2.651 0.042 0.039 0.17 0.17
65 640 0.0088 0.0422 2.924 0.912 0.027 2.693 0.042 0.039 0.17 0.17
66 650 0.0072 0.0346 2.959 0.934 0.022 2.727 0.034 0.032 0.14 0.16
67 660 0.0072 0.0346 2.993 0.956 0.022 2.762 0.034 0.032 0.14 0.15
68 670 0.0072 0.0346 3.028 0.979 0.023 2.796 0.034 0.032 0.14 0.15
69 680 0.0072 0.0346 3.062 1.002 . 0.023 2.830 0.034 0.032 0.14 0.14
70 690 0.0072 0.0346 3.097 1.025 0.023 2.865 0.034 0.032 0.14 0.14
71 700 0.0072 0.0346 3.132 1.048 0.023 2.899 0.034 0.032 0.14 0.14
72 710 0.0072 0.0346 3.166 1.071 0.023 2.934 0.034 0.032 0.14 0.14
73 720 . 0.0072 0.0346 3.201 1.094 0.023 2.968 0.034 0.032 0.14 0.14
74 730 0.0072 0.0346 3.235 1.118 0.023 3.003 0.034 0.032 0.14 0.14
75 740 0.0072 0.0346 3.270 1.141 0.024 3.037 0.034 0.032 0.14 0.14
76 750 0.0072 0.0346 3.304 1.165 0.024 3.071 0.034 0.032 0.14 0.14
" 77 760 0.0072 0.0346 3.339 1.189 0.024 3.106 0.034 0.032 0.14 0.14
78 770 0.0057 0.0274 3.366 1.208 0.019 3.133 0.027 0.026 0.11 0.13
79 780 0.0057 0.0274 3.394 1.227 0.019 3.160 0.027 0.026 0.11 0.12
80 790 0.0057 0.0274 3.421 1.246 0.019 3.188 0.027 0.026 0.11 0.12
81 800 0.0057 0.0274 3.448 1.265 0.019 3.215 0.027 0.026 0.11 0.12
82 810 0.0057 0.0274 3.476 1.285 0.019 3.242 0.027 0.026 0.11 0.11
83 820 0.0057 0.0274 3.503 1.304 0.019 3.270 0.027 0.026 0.11 0.11
84 830 0.0057 0.0274 3.530 1.323 0.019 3.297 0.027 0.026 0.11 0.11
85 840 0.0057 0.0274 3.558 1.343 0.019 3.324 0.027 0.026 0.11 0.11
86 850 0.0057 0.0274 3.585 1.362 0.020 3.351 0.027 0.026 0.11 0.11
87 860 0.0057 0.0274 3.612 1.382 0.020 3.379 0.027 0.026 0.11 0.11
88 870 0.0057 0.0274 3.640 1.402 0.020 3.406 0.027 0.026 0.11 0.11
89 880 0.0057 0.0274 3.667 1.421 0.020 3.433 0.027 0.026 0.12 0.11
90 890 0.0050 0.0240 3.691 1.439 0.017 3.457 0.024 0.023 0.10 0.11
91 . 900 0.0050 0.0240 3.715 1.456 0.017 3.481 0.024 0.023 0.10 0.10
92 910 0.0050 0.0240 3.739 1.474 0.017 3.505 0.024 0.023 0.10 0.10
93 .- ~92()- -(),()()5()- -(),()24()- --3,,763- - 1c49~ ...(),M8.. -3,529- --();()24-- -();()2-3- -'(),,10-" --0,,10--, -
94 930' 0.0050 0.0240 3.787 1.509 0.018 3.553 0.024 0.023 0.10 0.10
95 940 0.0050 0.0240 3.811 1.526 0.018 3.577 0.024 0.023 0.10 0.10
96 950 0.0050 0.0240 3.835 1.544 0.018 3.601 0.024 0.023 0.10 0.10
97 960 0.0050 0.0240 3.859 1.562 0.018 3.625 0.024 0.023 0.10 0.10
98 970 0.0050 0.0240 3.883 1.580 0.018 3.649 0.024 0.023 0.10 0.10
99 980 0.0050 0.0240 3.907 1.597 0.018 3.673 0.024 0.023 0.10 0.10
100 990 0.0050 0.0240 3.931 1.615 0.018 3.696 0.024 0.023 0.10 0.10
101 1000 0.0050 0.0240 3.955 1.633 0.018 3.720 0.024 0.023 0.10 0.10
102 1010 0.0040 0.0192 3.974 1.647 0.014 3.740 0.019 0.Q18 0.08 0.09
F:\JOBS\6600's\6617\ExceI125-yr SBUH9-16-09.xls
TBG
Dari Mart
Springfield OR
.
Post-Development Calculations
.
.... ,", ..
Pervious Area Impervious Area
Time Rainfall Rainfall in Accumul. Accumul. Incremental Accumul. Incremental Total Instant Design
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate
min. fraction inches inches inches inches inches inches inches cfs cfs
103 1020 0.0040 0.0192 3.994 1.662 0.014 3.759 0.019 0.018 0.08 0.09
104 1030 0.0040 0.0192 4.013 1.676 0.014 3.778 0.019 0.018 0.08 0.08
105 1040 0.0040 0.0192 4.032 1.691 0.014 3.797 0.019 0.018 0.08 0.08
106 1050 0.0040 0.0192 4.051 1.705 0.014 3.816 0.019 0.018 0.08 0.08
107 1060 0.0040 0.0192 4.070 1.720 0.014 3.835 0.019 0.018 0.08 0.08
108 1070 0.0040 0.0192 4.090 1.734 0.015 3.854 0.019 0.018 0.08 0.08
109 1080 0.0040 0.0192 4.109 1.749 0.015 3.874 0.019 0.018 0.08 0.08
110 1090 0.0040 0.0192 4.128 1.763 0.015 3.893 0.019 0.018 0.08 0.08
111 1100 0.0040 0.0192 4.147 1.778 0.015 3.912 0.019 0.018 0.08 0.08
112 1110 0.0040 0.0192 4.166 1.792 0.015 3.931 0.019 0.018 0.08 0.08
113 1120 0.0040 0.0192 4.186 1.807 0.015 3.950 0.019 0.018 0.08 0.08
114 1130 0.0040 0.0192 4.205 1.822 0.015 3.969 0.019 0.018 0.08 0.08
115 1140 0.0040 0.0192 4.224 1.836 0.015 3.989 0.019 0.018 0.08 0.08
116 1150 0.0040 0.0192 4.243 1.851 0.015 4.008 0.019 0.018 0.08 0.08
117 1160 0.0040 0.0192 4.262 1.866 0.015 4.027 0.019 0.018 0.08 0.08
118 1170 0.0040 0.0192 4.282 1.881 0.015 4.046 0.019 0.018 0.08 0.08
119 1180 0.0040 0.0192 4.301 1.896 0.015 4.065 0.019 0.018 0.08 0.08
120 1190 0.0040 0.0192 4.320 1:910 0.015 4.084 0.019 0.018 0.08 0.08
121 1200 0.0040 0.0192 4'.339 1.925 0.015 4.104 0.019 0.018 0.08 0.08
122 1210 0.0040 0.0192 4.358 1.940 0.015 4.123 0.019 0.018 0.08 0.08
123 1220 0.0040 0.0192 4.378 1.955 0.015 4.142 0.019 0.018 0.08 0.08
124 1230 0.0040 0.0192 4.397 1.970 0.015 4.161 0.019 0.018 0.08 0.08
125 1240 0.0040 0.0192 4.416 .1.985 0.015 4.180 0.019 0.018 0.08 0.08
126 1250 0.0040 0.0192 4.435 2.000 0.015 4.199 0.019 0.018 0.08 0.08
127 1260 0.0040 0.0192 4.454 2.015 0.015 4.219 0.019 0.018 0.08 0.08
128 1270 0.0040. 0.0192 4.474 2.03"0 0.015 4.238 0.019 0.018 0.08 0.08
129 1280 0.0040 0.0192 4.493 2.045 0.015 4.257 0.019 0.018 0.08 0.08
130 1290 0.0040 0.0192 4.512 2.060 0.015 4.276 0.019 0.018 0.08 0.08
131 1300 0.0040 0.0192 4.531 2.075 0.015 4.295 0.019 0.018 0.08 0.08
132 1310 0.0040 0.0192 4.550 2.090 0.015 4.314 0.019 0.018 0.08 0.08
133 1320 0.0040 0.0192 4.570 2.105 0.015 4.334 0.019 0.018 0.08 0.08
134 1330 0.0040 0.0192 4.589 2.120 0.015 4.353 0.019 0.018 0.08 0.08
135 1340 0.0040 0.0192 4.608 2.135 0.015 4~372 0.019 0.018 0.08 0.08
136 1350 0.0040 0.0192 4.627 2.151 0.015 4.391 0.019 0.018 0.08 0.08
137 1360 0.0040 0.0192 4.646 2.166 0.015 4.410 0.019 0.018 0.08 0.08
138 1370 0.0040 0.0192 4.666 2.181 0.015 4.429 0.019 0.018 0.08 0.08
139 1380 0.0040 0.0192 4.685 2.196 0.015 4.448 0.019 0.018 0.08 0.08
140 1390 0.0040 0.0192 4.704 2.211 0.015 4.468 0.019 0.018 0.08 0.08
141 1400 0.0040 0.0192 4.723 2.227 0.015 4.487 0.019 0.018 0.08 0.08
142 1410 0.0040 0.0192 4.742 2.242 0.015 4.506 0.019 0.018 0.08 0.08
143 1420 0.0040 0.0192 4.762 2.257 0.015 4.525 0.019 0.018 0.08 0.08
.. 144 . .....1430 ~.0,0040...- 0,0-19~ -- 4_781-- ~.2"2-73-- -0,0-15- - --4_544 - - [W19-~ -0,0-18- - - 0,08-- O,08-~
145 1440 0.0040 0.0192 4.800 2.288 0.015 4.563 0.019 0.018 0.08 0.08
\l o..\~
07-6617
'9/1.lcFi MAC
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SSq,W 9nc.-E'ngineers
. SURVE.YORS -1 PlANNERS.
2350 Oakmant Way, Suite 105
Eugene, OR 97401
.
.
. . .
APPENDIX B
FORM SIM AND TREE CREDIT WORKSHEETS
STORMW A TER DRAINAGE STUDY
69th & MAIN RETAIL ADDITION:
- -
6898 Main Street, Springfield, OR
'" . \"'Be" 1>.~\'I","",'"t ~ .
VII.-7-. ~...IL'"
~~~'-. 1=', c;l..~ Dil:..
INSTRUCTIONS
1. Enter square footage of new- or
redeveloped impervious site area in
Box 1 at the top of this fonn.
2. Select impervious area reduction
techniques from rows 1-3 to reduce
the site's resulting stormwater
management requirement. Tree credit
can be calculated using the tree credit
VvOrksheet on the next page. .
3. Select desired stormv..ater
management faalities from rcNVS 4-10_
In Column 1, enter the square footage
ar impesvious area that will flow into
each facility type.
4. Multiply eam impervious area from
Column 1 by the conesponding sizing
factor in Coll.ann 2, and enter the
result in Column 3. This is the faality
surface area needed to manage
runoff from the impervious area.
5. Total Column 1 (Row.l1-10) and
enter the resulting "Impervious Area
Managed" in Box 2.
6. SublIact Box 2 from Box 1 and
enter the result in Box 3. When this
number readles 0, stormwater
pollution reduction and now control
requirements have been met Submit
this fonn with the application for
pem1il
7. If Box 315 greatertOOn 0 square
feet, add square footage or facilities
to Column 1 and recalwlate, or use
additional facilities from Chapter 2.0
of the Stonrr.vater Management... .
. Manual-to'manage-stormwater-from--
these remaining impervious swfaces.
.
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..Managed.
zso<...I~x;2
Box1-Box2
I S 1-:' "'L
I Box 3
Page 2-5
Stormwater Management Manual
Adopted July 1, 1999; revised September 1, 2004
'TiS4 Po.i\..c.k!'"r(!;C-'"t'::::,
""D~\ MA-l'/... '"i
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.
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A ,-If(. 1",01 /..M\....
~~!i~~~~~Z~Ir~nl(i,ij~ ~everg~~treei~dsi~Plani~'~~in~5;~lbfg~~nd~eveli",~~6u~"
surfa~. _ .~~~.t~ ~nno~.~. ~it~ ~gai~st ~O?~~P.~urf~~. Mirimum t~ .heig~ (,,:1 th~ tim~ of p,la~ting) to,. .:
receive crect~.is 6 f~.
. . -. .".. . : '."
.- .:',... ,.;. .... -
. .
Enter num~ of n~ ev~reen t~. that, ~eet,qua!~catiqn. ~uire.m~~t~ ir ,Box f. ".'
., -, '. -. . .. .. . '.
I
I
IBO~~
IBoxA'
Mdltiply Box A by 200 and enler result in Box B
New Deciduous Trees
.C' .... ',_.' "'. '" ," _' ..- . ,. .' .:. . . '. .... ,....
To re~iv~' sto~t~r rr1a~ageni~ni ~it, new decld~ous' ~s .~u~ ,be,plai')ted 'Mthin 2S ~t ~f gr~~'~~~yeCin~p~nri~~s
SUrf~~:: :~~~:~ ,~~.~ot'~'. ~~~: against ~~~~P. ~~a~s'." ~~imu'm ~.'~i!~~,'(~t_ t~ tim~-oi pla~ti~g)'io. . .
receiVeCreditis~inq.eS..:: '.'. ">.:': ':':',.-.:..'
.',!
MuItiP~ B~ c:by1.00 and enter ~ullin~oxP ,.
'.. .-' , ' . .
. .. . -.
I..:.:!{f~." .'
l.r......I~i/.......
'. .....: . :,.. ..: .': :;. . .:, :';',," . .-', ',;
. Enter.number,of,new deciduous trees that ,meet qu~liti.tc:lti6n,requirements in _Box C
~~m~~~~~~~~~,
against rOOftop:sqifaOOs~Minimum.~:cali~r-to'i:eceive ~iUs' 4'inches; :,Nocredk'~ii be giVen to',~sti~lg' '_
~\~~Jp/ici~~'~~_!'~':~n~~~~~~~.'~9~.:.":J#c~~~~:"I~.::~~~~~':~.~~~~:\h~:~'~'4~~';ii~..;:\:"', -'. "::;:,~::_:~'.:: ::;':::'._';;:;'
.....'.-.'..-, '. "','.' ''''''-',:-, ":'.
Enter :~q~'a.~fup~~9~'. ~f.~~,~r)Q-~..~9~ ~~ ~~~. 9~~~~~~9~' ~~ire~~~t~ '!n.~~~.~ ,:.: . .',,: '..- :>-,::1 ~~_::~:
::.'..'. ','" :'- ".
::...... -:',':;'
.' '.''',' ....
""': .......
Multiply Box E by qs and eiilertheresultin Box F . .
"'-'-'" ,. --'. .
.......'.-_.. -.. .
:':'::i~.~~.'F',':':<'" .
:':...'.:.::'...,-'....-.';:,'.::..:-:,':.... -:. . '. -' ::',.'
Add ~xE$.B, 0, .a.nci.F arid~~r:~ ~!J~t_.i~.!~~:~
I
. ''', . ."
IBoXG'
Total Tree Credit
'.-, .:......
.' .....--.
ForsiteS ~ 1,~tha_n'1'000 ~~u~~~_ ~f.~~.~~ ~.~~!~Poo' i~pe~i~~.~rea: .
~ '~ri,~uirt:i~-:Bo~ G i~ to.be '~rrt~ ;~s"r~ ~ir' o~. Forin.SIM." ~'St~PHere'~ :.
For siteSwith,mo.1'8 ihan,'1.~ sq~~.of.n.~~r.~eveio~ impe~iol:t5 ar~:
',' - ,._....,' ". '..... ".' _.. '_'" ", c'.' ,. , .
Multiply BOX 101 ~orm: 81M by 0, 1 ~ ~riterthe resultin ~oxH '.
--'---e.-..'----.,:. ____'_.,__,----._____._,..,..--~..___~..__-,_'_____.,'_u
Enter the lesser of Box G ~rid Hin !lox L
I
_m________._ ..___~...__~
'j
'IBoXH
l80xi
This is'the am~.uirt t~,~ eni:~ as "Tr:ee Credit":o~ ~~nn 81M. -~op H~~Te~
Stormwater Management Manual
Adopted July 1, 1999; revised September 1, 2004
Page 2-6
." . City of Springfield .
Site Plan Review Pre-Submittal Request
Exhibits
September 29, 2009
.
EXHIBIT l
Parking Lot Lighting Fixture
Specification & Photometric Test Report
oi) I?ARKING LOT ~GHT FIXTURE SPECIl: l;A IIUNt>
'~L/THDN/AL/GHT/NG~ C",'ogNomb" J -.. .
-
FEATURES & SPECIFICATIONS
INTENDED USE - Ideal {or parking areas, street lighting, walkways and car lots.
CONSTRUCTION - Rugged. die.r::ast, soft corner aluminum housing with 0.12" nominal wall
thickness. Die-cast door [rame has impact-resistant, tempered,glasslensthatisfullygasketed
with one-piece tubular silicone.
FINISH - Standard finish is dark bronze (DDB) polyester powder finish, with other architec-
turalcolorsavailable.
OPTICAL SYSTEM - Anodized, aluminum hydroformed reflectors: IES full cutoff distributions
H2 (asymmetric!. R3 (asymmetricl.R4 (forward throw} and RSS (squarel are interchangeable.
High-performance anodized, segmented aluminum reflectors IES full cutoff distributions SR2
{asymmetricL SR3 {asymmetric} and SR4SC {forward throw, sharp cutoff}. Segmented reflec-
tors attach with tool-less fasteners and are rotatable and interchangeable.
ELECTRICAL SYSTEM - Ballast High reactance, high power factor for 10-150W. Constant
wattage autotransformer for 115-400W. Metal halide 150W and below are standard with
pulse-startigllitor technology; super CWA pulse-start ballast required for200W, 320Wand
350W (SCWA option). Ballast is copper-wound and 100% factory-tested.
Super CWA pulse start ballasts, 1I8% eHicient and EISA compliant, are required for 151-400W
(must order SCWAoptionl forUS shipments only. Not available: 115M SCWA. CSA, NOM or INTL
required lor probe start shipments outside the US.
Socket: Parcela;n, horizontally oriented medium base socket for 10-150M. Mogul base
socket for 175M and above, and 10-400S, with copper alloy, nickel -ptatedscrewshelland
centercontact.ULlisted 1500W,600V.
LISTING - UL Listed (standard). CSA Certified {see Options). UL listed for 250C ambient and
wet locations. IP65 rated in accordance with standard IEC529.
Specifications subject to change without notice.
Notes
Type
~@
~
Specifications
EPA: 12ft.'
'Weight 35.91bs (16.18 kgl
length: 17.1/1" 144.5 em)
Width: 17.1/1" (44.5.eml
Depth: J.l/8" ItB.l eml
"Weight as configured in
example below.
q
~4"...j
110.1 eml
Soft Square lighting
KAD
MH: 70W.400W
HPS: 70W.400W
20' to 35' Mounting
J~
H/B"
(J:I
I
IJ.l/1"
(44.5 eml
ORDERING INFORMATION
For shortest lead times, configure product using standard options (shown in bold),
Example: KAD 400M R3 T8 SCWA SPD04 LPI
KAD
~
KAD
Ivolt~
120
20a7
140'
277
34J
4807
lB'
13050HZ"
~
!JiWill tJjg!J
h.all.d.e. Drp.s~ure
70Ml,2..3~1
100M' JOS'
150M' 100S
175M' t50S2
100M' 2505
250M 4005
310M'~
350M' -
~
4OOM' 50MHC
JOMHC
100MHC
150MHC
Mounting
w..e .!...e.n.91h11
SPD_ Square 04 4" ann
pole (E 6"arm
RPD Round
pole 09 9" ann
WBO Wall 12 12"arm
bracket
WWO Wood
pole or
wall
OA011P Degree arm
(pole}12
DA011WB Degree arm
(walll"
WBA Decorative wall
bracket12,13
KMA Mast arm
external fitter
KTMB Twin mounting
bar
Distribution
Hvnroformed reflF!r:tors
R2 IES type II asymmetric6
R3 IES type III asymmetric'
R4 IES type IV forward
throw"
R5S IES type V square
Seamented reflectors
SR2 IES type 11 asymmetric6
SR3 IES type III asymmetric6
SR4SC IES type IV forward throw
Optional multi-tap ballast (120,208, 240,
211V; in Canada: 120, 211,341Vl.
9 Optional five-tap ballast {120, 208, 240,
211,480V}.
10 Consult factory for available wattages
11 9~ arm is required when two or more
luminaires are oriented on 8900
drilling pattern.
12 Ships separately.
13 Available with SPDQ4 and SP009.
14 Must specify voltage. N/A with TB.
15 Only available with SR2, SR3, & SR4SC
optics.
16 Max allowable wattage lamp inctuded.
11 Maybe ordered as an accessory.
18 See www.lithonia.com/archolors for
additional color options.
19 Must be specified.
20 Mustuse RPD09
~
(blank) Magnetic
ballast
CWl Constant
wattage
isolated
,~(g)
SCWA Super
CWA
pulse
start
ballast
NOTE.:Forshipments
to U.S. territories,
SCWAmustbe
specifiedtocomply
with EISA.
Options
ShiOD!3d install!3d in fixture
SF Single fuse 110, 177, 34JV"
OF Double fuse 208, 240, 48014
PD Power tray15
PER NEMA twist-lock recep-
tacle only (no
photocontrolj
GRS Quartz restrike system16
GASTD GRS time delayl11,IS
WTS Terminal wiring block'S
HS House-side shield
CSA CSA Certified
INTL Available for MH probe
start shipping outside the
U.S.
Shinned ~!3Daratelv17
PEl NEMA twist.loek PE 1120,
10B,240VI
PE3 NEMA twisHoek PE I34JV)
PE4 NEMA twisHoek PE (480VI
PEJ NEMA twisHock PE (177VI
SC Shortening cap for PEA
option
VG Vandal guard
WG Wire guard
Accessories
~
lPI lamp
included
lIlP Less
lamp
FinishlB
(blank) Dark
bronze
DWH White
DBl Black
DMB Medium
bronze
DNA Natoral
aluminum
e.
NIGfffi1Mf
FRIENDLY
Consi5!entwilhLEED~goals
& GrellOGlobe5'"crile"a
ior light pollution leducUon
NOTES:
1 Not available with SCWA.
2 Not available with 480V,
3 Not available with TBV.
4 Must be ordered with SCWA.
5 Reduced jacket ED28 required for
SR2,SR3and SR4SCoptics.
House-side shield available.
Mustspel:ify CWI for use in Canada.
Order as separate catalog number.
Number of fixtures
Tenon Mounting Slipfitter
Tenon 0.0. . One Two@180o
niB' T10.190 T10.180
2. JIB" T15.190 T15.2BO
4" 135.190 135.1BO
KADVG Vandal guard
KADWG Wire guard
Two@90'
T10.190"
T15.290"
135.190"
Three@110'
T10.320"
T15.320
135.310
Three@90' Four@90'
T10.390" T10.490"
T15.390" T1H90"
T35.390" 135.490"
Outdoor
AL .370
Sheet#: KAD-M-S
.
KAD 400M Arm-mounted Soft .are Cutoff
'.
'.., (-.. '.
Coefficiento! Utilization
Initial Footcandles
-3 -3
... -:=', ...
I 0.25 I
" "
-2w 0.5 S:~" -2w
I 1.\ I
" "
z 2.5 z
-1;:: -1j::
z 5 1\ \ z
~ ~
0 0
O~ o~
~ \,\\' ~
0 0
1~ 1~
Z ~-- Z
~ ..... ~
2~ 2~
w w
u u
3~ 3~
'" ~
0 i5
4 4
6 0 1 2 3 4 5 6
KAD 400M RHesl no. 1193083101P
ISOILLUMINANCE PLOT (Footeandle)
0.25
0.5
1.l
2.5
5
-
~~,
~ "\\
~~I
o
4
5
3
400Wpulseslartmetalhalidelamp,raledJ8000
lumens. Footcandle values based on 20'
mOllnlingheighl.
Classification: Type II, Short, Full Cutoff
KAD400MR4Teslno.1191110101P
ISOILLUMINANCE PLOT (Footeandle)
-3
...
I
"
-2w
I
"
-1 ~
z
~
o
O~
~
o
1~
Z
~
2~
w
u
3~
~
i5
4
0.25_,
O.S.......''\.
l~
\H\ I
WII'\
\\
''/
-
o
3
4
5
40QW pulse start metal halide lamp, rated 38,000
lumens. Footcandlevalues b<3sed on 20'
mountingheighl.
Classification: Unclassified (Type III, Very Short). Full Cutoff
KAD 400M R3 Test no. 1192040902P
ISOILLUMINANCE PLOT (Footeandle)
400Wpulse slart metal halide lamp, raled42,OOO
lumens. Foolcandlevalues based on 20'
mountingheighL
Classification: Type II, Short. Full Cutoff
KAD 400M R4HS Test no. 1192061101 P
ISOILLUMINANCE PLOT (Footeandle)
KAD 400M R5S Test no. 1194040801P
ISOILLUMINANCE PLOT (Footeandle)
YI~
-pi-
~
-3 -3
... 0.25 >-
I 0.5 I
" "
-2w I.! :::::;.. :\"'\ .2w
I
I 25 . r--' "
"
z 5 z
-11= i .1j:=
z z
~ ~
0 0
O~ O~
~ ~
0 0
1~ -' g)l 1~
Z Z
~ ~
2~ 2~
w
w u
u 3~
3~
~ ~
i5 i5
4 4
6 0 1 2 3 4 5 6
./
o
3
4
2
400Wpulse start melal halide lamp, rated 38,000
lumans.Footcandlevaluesbasedon20'
mountingheighl.
Classification: UnGlassified (Type III, Very Short), Full CuloN
400W pulse slart matal halide lamp. rated 38000
lum9!lS, Footcandle valuesbas.ed on 20'
mountingheighL
Classification: Unclassified (Type NC. Very Short). Full Cutoff
Electrical Characteristics
Une current Primary
Primary (Amps) dropout Input Power Regulation
Wattage/ballast voltage Start/Operating voltage watts factor (%) line V = lamp lumens
120 2.50/4.00 55
400CWA 20B 1.45/2.30 95
Peak.lead 240 1.25/2.00 110 455 90+ :!:10% = :!:10%
Autotransformer 277 1.10/1.75 125
4BO .1311.00 225
Mounting Height' Correction Factor
(Multiply the fc level by the correction factor)
25 ft. = 1,44
35 ft. = 0.73
40 ft. '" .56
(Existing Mounting Height )2 _ .
New Mounnng Height - CorrectIOn Factor
Tested to current lES and NEMA standards under stabilized laboratory conditions, Various operating factors can
cause differences between laboratory data and actual field measurements, Dimensions and specifications on this
sheet are based on the most current available data and are subject to change without notice.
NOTES:
1 Photometric data for other distributions can be accessed from www.lilhonia.com.
,~ L/THDN'A L/GHT/NG@
-
An~cunvBrands Companv
Sheet #: KAD~M.S @2007 Acuity Brands Lighting, Inc., Rev. 4122J1}9
Lithoni. Lighting
Outdoor
One Lithonia WfJY, Conyers, GA30012
Phone:77Q-922-9000 Fax.: 71Q-918-1Z09
www.lithonia.com
AD~25Q~r,~~~,~~ooLO~~~HrtT FIXTU R~ttp:~~O~~~;o~,~oT~;Ter~~~O~T
, ~ LiTHONIA LIGHTING' <.!!;Acuit1jBrands.
Li!iht...,
KAD 250M R3 (PROBE) . OUTDOOR PHOTOMETRIC REPORT
KAD 250M R3 (PROBE)
AREA LUMINAIRE, 250W MH, R3 REFLECTOR, FULL
CUTOFF
MEETS THE 'NIGHTTIME FRIENDLY' CRITERIA
M250/U
ONE 250-WATT CLEAR BT-28 METAL HALIDE,
HORIZONTAL POSITION.
LAMP OUTPUT: 1 LAMP(S), RATED LUMENS/LAMP: 19500
INPUT WATTAGE: 297
LUMINOUS OPENING: RECTANGLE (L: 1.20FT, W: 1.20FT)
CATALOG #:
LUMINAIRE:
LAMP CAT #:
LAMP:
EFFICIENCY:
TER CATAGORY:
TER VALUE:
MAX CD:
CUTOFF CLASS:
ROADWAY CLASS:
7,2001 -
5.000
4,oool..
I
3,SOOr
2.40l-
1,200.
i
CO, OJ
1,200 -.- -.
Z,400!
, 1
3.600.
. SOOI
", I
5,000r
7.200-
. .O'H
. . 90' H
67%
AREA & SITE LIGHT - TYPE II
26
7,119.0 AT HORIZONTAL: 65', VERTICAL: 67.5'
FULL CUTOFF
SHORT, TYPE II
Polar Candela Distribution
lSO~ 170:1 l&CP lSO~ 140::
---~ -<_,~-.4:;::!::"~''''r'- .-,..--.-l
, / '
_ '>_ _ f , :130~
I ,.J j
. - ----:.: : I
. J ,"~ '120~
, , ,
" I
{)/;' /', :!l0'
:'1/':- I
A.._',' .~. j \ '100'
;...._~:/' ~ . '. . f' ~ 90'
\SD'
I
ii'O'
:600'
,
..
NIGHTTIME
FRIENDLY
Product Page
Specification Sheet
~~.~;- "
~,-~. -\
· SO'
lsofootcandle Plot
54321012345
:i' '-:~~~=L --~=~[L 'i-_-:-~..~-~;:_<
. I J' ; I' . ;
4! r ", - I /
3\' .)
21 I
I
,
L
l'
I ,
, ,
o~----+-
, .,
I
,
,
11--+ ...: -t-o '"..
I
2'.... I
I
3j-
4~ .~ "
51 .', ;. "
j' 1 :
.6cJ .-1~.____.__ .__..-......~ ..--.-.'""'----,-
. 20 fc 01fc ~loui1t height: lOft
. to fe .0.5 fe Total LlF: 1
.. sfe P O.1fe .50% Max Candela
Distance in units Qf mount height ,u ~lax Cd Value
:.
_t
~_._~ ._---I'l':--....;:.::...~~..~-~
VA:O~ 10' 20::: 30::1 .:.jp
~;-lBO'H . - MaxCd: 65'H
!LUMENS PER ZONE ---.-. I IZONAL LUMEN SUMMARY ~
ZONE LUMENS % TOTAL ZONE LUMENS % TOTAL ZONE LUMENS % LAMP % LUMINAIRE
---_._-_._---_._-~- .--..-
0-10 201.1 1.5% 90.100 a 0% 0-30 1,974.2 10.1% 15.1%
10-20 621.3 4.B% 100-110 0 0% 0-40 4,010.6 20.6% 30.7%
20-301,151.8, 8.B% 110-120 0 0% 0-60 9,216.0 47.3% 70.5%
30-40 2,036.4 15.6% 120-130 0 0% 60-90 3,854.5 19.8% 29.5%
40-50 2,644.9 20.2% 130-140 0 0% 0-90 13,070.5 67% 100%
1 nf1
4/23/20093:09 PM
AD 250M R3 (PROBE) - Outdoor Photometric ReP.
\.
50-60 2,560.5
60-70 2,375.2
70-80 1,422.4
80-90 56.9
20f3
19.6% 140-150
18.2% 150-160
10.9% 160-170
0.4% 170-180
o
o
o
o
http://www.Visual-3d.COml.S/Pholometric Viewer/ default.a:?x:i~=.~
0%
0%
0%
0%
90-180 0 0% 0%
0-180 13,070.5 67% 100%
,__.~._.n..__..~__"'_'__'____.
EFFICIENCY TOTAL: 67%
4/23/20093:09 PM