HomeMy WebLinkAboutApplication APPLICANT 6/3/2008
City of Springfield
Development Services Department
225 Fifth Street
Springfield, OR 97477
Site Plan Review
PRE.SUBMITIAL REC'O
JUN 0 3 2008
Site Plan Review Pre-Submittal: ~
Site Plan Review Submittal: 0
. -.
Applicant Name: PeaceHealth Oreqon Reqion
Companv:
IAddress:
same
777 E. 11th
P.O. Box 1479
OR 97440
Applicant's Rep.: Philip Farrinqton, AICP Phone: 686-3828
/companv: PeaceHealth Oreqon Reqion IFax: 335-2595
IAddress: 123 InterIJational Way Sprinqfield, OR _ 97477 .
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I Propertv Owner: Same as applicant Phone:
Icompany: Fax:
IAddress:
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ASSESSOR'S MAP NO: 17-03-15-40 TAX LOT NO(S): 2200
I Property Address: 353 Deadmond Ferry Road Sprinqfield, OR 97477
ISize of-.?r()Derty: 1.07 Acres ~ Square Feet 0
I,proposed NillTlE!,of Proje~~:!,eaceHealth Medical GrolJpNurse Midwifery Bir:th Cent,er ... ........
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I Description of If you are filling in this form by hand, please attach your proposal description to this application,
Proposal: DeveloD a new nurse midWifery birth center. See attached for more detail.
IExistina Use: Residential
INew I~per~ious S~rfac~ C;;verageCIncluding Bldg, Gros~ Floor-Are~): 6,711.2 sf
Si natures: Please si nand rint our name and date in the a riate box on the next
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Associated Applications: ~~ -.~ C'(JIM!
I Pre-Sub Case No.: P ~E 200}( - roo, b I Date: f., J 3/:J.oo ~
Icase No.: I Date:
~Dlication FE!E!~ 3~ ,bO ITechnical Fee: $
Signs:
I Reviewed by: A CL
I Reviewed by:
- jpostage Fee: $
-
TOTAL FEES: $ 33b, DO PROJECT NUMBER: Pf(J',loo1-000/7
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Revised 1/1/08 Molly Markarian 1 of 10
Owner Signatures
This application form is used for both the required pre-submittal meeting and subsequent
complete application submit~al. Owner signatures are required at both stages in the application
process. An application without the Owner's original signature will not be accepted.
. Pre-Submittal
Owner:
The undersigned aCknowledges that the information in this application is correct and accurate for scheduling of the
P1(~~ ~.
Signaturfl ~
Date: 6-2-2008
Philip Farrington
Print
Submittal
I represent this application to be complete for submittal to the City. Consistent with the completeness check
performed on this application at the Pre-Submittal Meeting, I affirm the Information identified by the City as
necessary for processing the application is provided herein or the information will not be provided jf not otherwise
contained within the submittal, and the City may begin processing the application with the information as
submitted. This statement serves as written notice pursuant to the requirements of ORS 227.178 pertaining to a
compiete application.
Owner:
Date:
Signature
Print
PRE-SUBMI1TAL REC'D
JUN 0 3 2008
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Revised 1/1/08 Moliy Markarian
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Site Plan Review SubmitL. Requirements Checklist
PRE-SURMITTAl REC'O
JUN 0 3 Z008
NOTE:
. ALL of the following items MUST be submitted for BOTH Pre-Submittal and Submittal.
. If you feel an item on the list below does not apply to your specific application, please
state the reason why and attach the explanation to this form.
~ Application Fee - refer to the Development Code Fee Schedule for the appropriate fee
calculation formula. A copy of the fee schedule is available at the Development Services
Department. Any applicable application, technology, and postage fees are collected at the
pre-submittal and submittal stages.
~ Site Plan Review Application Form
~ Narrative explaining the purpose of the proposed development, the existing use of the
property, and any additional information that may have a bearing in determining the
action to be taken. The narrative should also include the proposed number of employees
and future expansion plans, if known.
~ Copy of the Deed
~ Copy of a Preliminary Title Report issued within the past 30 days documenting
ownership and listing all encumbrances.
~ Copy of the Site Plan Reduced to 8'h"x 11", which will be mailed as part of the
required neighboring property notification packet.
o Right-of-Way Approach Permit Application provided where the property has frontage
on an Oregon Department of Transportation (ODOT) facility.
~ Three (3) Copies of the Stormwater Management System Study with Completed
Storm water Seoping Sheet Attached - The plan, supporting calculations and
documentation must be consistent with the Engineering Design Standards and Procedures
Manual.
o Three (3) Copies of the Traffic Impact Study prepared by a Traffic Engineer in
accordance with SDC 4.2-105 AA. Traffic Impact Studies (TIS) allow the City to analyze
and evaluate the traffic impacts and mitigation of a development on the City's
transportation system. In general, a TIS must explain how the traffic from a given
development affects the transportation system in terms of safety, traffic operations,
access and mobility, and immediate and adjoining street systems. A TIS must also
address, if needed, City, metro plan and state land use and transportation policies and
objectives.
~ Seven (7) Copies of the Following Plan Sets for Pre-Submittal OR
Eighteen (18) Copies of the Following Plan Sets for Submittal
~ All of the following plans must include the scale appropriate to the area involved and
sufficient to show detail of the plan and related data, north arrow, and date of
preparation.
~ All plan sets must be folded to 8V2" by 11" and bound by rubber bands.
a. Site Assessment of Existing Conditions
~ Prepared by an Oregon licensed Landscape Architect or Engineer
Revised 1/1/08 Molly Markarian
4 of 10
~
,
PRE-StlRMITTAL REC'O
~ Vicinity Map .... '0 2008
~ The name, location and dimensions of all existing site features includi~~Nbuil~ings, curb
cuts, trees and impervious surface areas, clearly indicating what is remaining and what
is being removed. For existing structures to remain, also indicat.e present use, size,
setbacks from property lines, and distance between buildings.
o The name, location, dimensions, direction of flow and top of bank of all watercourses
and required riparian setback that are shown on the Water Quality Limited Watercourse
Map on file in the Development Services Department
~ The 100-year floodplain and floodway boundaries on the site, as specified in the latest
adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter of Map Amendment
or Letter of Map Revision
~ The Time of Travel Zones, as specified in SDC 3.3-200 and delineated on the Wellhead
Protection Areas Map on file in the Development Services Department
~ Physical features including, but not limited to trees 5" in diameter or greater when
measured 4 V2 feet above the ground, significant clusters of trees and shrubs, riparian
areas, wetlands and rock outcroppings
o Soil types and water table information as mapped and specified in the Soils Survey of
Lane County. A Geotechnical Report prepared by an Engineer must be submitted
concurrently if the Soils Survey indicates the proposed development area has unstable
soils and/or a high water table
b. Site Plan
~ Prepared by an Oregon licensed Architect, Landscape Architect, or Engineer
~ Proposed buildings: location, dimensions, size (gross floor area applicable to the
parking requirement for the proposed use(s)), setbacks from property lines, and
distance between buildings
~ Location and height of existing or proposed fences, walls, outdoor equipment, storage,
trash receptacles, and signs
~ Location, dimensions, and number of typical, compact and disabled parking spaces;
including aisles, wheel bumpers, directional signs, and striping
~ Dimensions of the development area, as well as area and percentage of the site
proposed for buildings, structures, parking and vehicular areas, sidewalks, patios, and
other impervious surfaces
~ Observance of solar access requirements as specified in the applicable zoning district
~ On-site loading areas and vehicular and pedestrian circulation
~ Access to streets, alleys, and properties to be served, including the location and
dimensions of existing and proposed curb cuts and curb cuts proposed to be closed
~ Location, type, and number of bicycle parking spaces
~ Location of existing and proposed transit facilities
~ Area and dimensions of all property to be conveyed, dedicated, or reserved for
common open spaces, recreational areas, and other similar public and semi-public uses
o Phased Development Plan - where applicable, the Site Plan application must include a
phasing plan indicating any proposed phases for development, including the boundaries
and sequencing of each phase. Phasing must progress in a sequence promoting street
connectivity between the various phases of the development and accommodating other
Revised 1/1/08 Molly Markarian
5 of 10
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required public imprl-. .;ments, including but not limited t'iJi'sanitary sewer, stormwater
management, water, and electricity. The applicant must indicate which phases apply
to the Site Plan application being submitted.
c. Improvement and Public Utilities Plan
~ Prepared by an Oregon licensed Civil Engineer
~ Location and width of all existing and proposed easements
~ Location, widths (of paving and right-of-way), and names of all existing and proposed
streets, alleys, dedications or other right-of-ways within or adjacent to the proposed
development, including ownership and maintenance status, if applicable.
~ Location and type of existing and proposed street lighting
~ Location of existing and required traffic control devices, fire hydrants, power poles,
transformers, neighborhood mailbox units, and similar public facilities
~ Location, width, and construction material of all existing and proposed sidewalks,
sidewalk ramps, pedestrian access ways, and trails
~ Location and size of existing and proposed utilities on and adjacent to the site including
sanitary sewer mains, stormwater management systems, water mains, power, gas,
telephone, and cable TV. Indicate the proposed connection points
d. Grading, Paving, &. Stormwater Management Plan
~ Prepared by an Oregon licensed Civil Engineer
~ Planting plan prepared by an Oregon licensed Landscape Architect where plants are
proposed as part of the stormwater management system
~ Roof drainage patterns and discharge locations
~ Pervious and impervious area drainage patterns
~ The size and location of stormwater management systems components, including but
not limited to: drain lines, catch basins, dry wells and/or detention ponds; stormwater
quality measures; and natural drainageways to be retained
~ Existing and proposed spot elevations and contours lines drawn at 1 foot intervals (for
land with a slope over 10 percent, the contour lines may be at 5 foot intervals)
~ Amount of proposed cut and fill
e. Landscape Plan
~ Drawn by a Landscape Architect
~ Location and dimensions of landscaping and open space areas to include calculation of
landscape coverage
~ Screening in accordance with SDC 4.4-110
~ Written description, including specifications, of the permanent irrigation system
~ Location and type of street trees
~ List in chart form the proposed types of landscape materials (trees, shrubs, ground
cover). Include in the chart genus, species, common name, quantity, size, spacing,
and method of planting PRE-SUBMITTAL REC'D
f. Architectural Plans JUN 0 3 2008
Revised 1/1/08 Molly Markarian
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~ Exterior elevations o..~JI buildings and structures propostu for the developm~nt site,
including height
~ Conceptual floor plans
g. On-Site Lighting Plan
~ Location, orientation, and maximum height of exterior light fixtures, both free standing
and attached
~ Type and extent of shielding, including cut-off angles, and type of illumination,
wattage, and luminous area
~ Photometric test report for each light source
o Additional Materials That May be Required
,
IT IS THE APPLICANT'S RESPONSIBILITY TO DETERMINE IF ADDITIONAL
STANDARDS/APPLICATIONS APPLY TO THE PROPOSED DEVELOPMENT. THE
APPLICANT SHOULD CONSIDER UTILIZING PRE-DEVELOPMENT MEETINGS AS
DISCUSSED IN SDC 5.1-120:
o Where a multi-family development is proposed, any additional materials to
demonstrate compliance with SDC 3.2-240
o Riparian Area Protection Report for properties located within 150 feet of the top of
bank of any Water Quality Limited Watercourses (WQLW) or within 100 feet of the
top of bank of any direct tributaries of WQLW
o A Geotechnical Report prepared by an engineer must be submitted concurrently if
there are unstable soils and/or a high water table present
~ Where the development area is within an overlay district, address the additional
standards of the overlay district
~ If five or more trees are proposed to be removed, a Tree Felling Permit as specified
in SDC 5.19-100
o A wetland delineation approved by the Oregon Division of State Lands must be
submitted concurrently where there is a wetland on the property
o Any required federal or state permit must be submitted concurrently or evidence
the permit application has been submitted for review
o Where any grading, filling or excavating is proposed with the development, a Land
and Drainage Alteration permit must be submitted prior to development
o Where applicable, any Discretionary Use or Variance as specified in SDC 5.9-100
and 5.21-100
o An Annexation application, as specified in SDC 5.7-100, where a development is
proposed outside of the city limits but within the City's urban service area and can
be served by sanitary sewer
PRE-SUBMITTAL REC'O
JUN 0 3 2008
Revised 1/1/08 Molly Markarian
7 of 10
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/ SUN"
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/ SUMMER
SOLSTICE .
PRE-SUBMITTAL REeD
JUN 0 3 2008
WINTER
SOL TICE
SHADOW
HEIGHT .'
... -',
" SUN '~,
~RIZON LINE
I
MAIN BUILDINS VOLUME FOR
T~E
BIRTHINI; CENTER
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28'-51,,,
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25'-4112"
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MAIN RIDGE NORTH TO SOUTH
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SPH = HEIGHT OF THE SHADE POINT
N = NORTH/SOUTH LOT/ PARCEL DIMENSIONS
SOLAR SET BACK = (2.5 X SPH) - 75 + (N/2)
24.4' = (2.5' X 21.75') - 75' + (90/2)'
24.4' = WHICH IS EQUAL OR GREATER THAN 20'
24.4' MEETS THE SOLAR SET BACK VALUE FOR THIS LOR DISTRICT
SITE LOCATION
Latitude: +44.04639 (44 deg 02'47.004"N)
Longitude: -123,002083 (123 deg 01'14.988"W)
I SOLAR SET BACK STANDARDS FOR LOR DISTRICT
IPROJECT NUMBER: 07155
Scale: 1116" = l' -0" PRINTED (5-28-08)
Peace Health Medical Group Nurse Midewifery Birthing Center
353 Deadmond Ferry Rd. Springfield, Oregon 97477 '
Farrington, Phil
From:
Sent:
To:
Cc:
Subject:
GRILE Bill [bgrile@cLspringfield.oLus]
Thursday, June 07,20075:51 PM
Farrington, Ph II
KNAPEL Carole; Werfelmann, Jim; PAULY Linda; DONOVAN James; L1MBIRD Andrew
RE: Birth Center
Philip:
Here below is an email from Linda Pauly confirming our conversation and
your written understanding of the City's ability to approve a new
birthing center at the Deadmond Ferry site, subject to the conditions of
site plan review and approval and conformance with the approved
PeaceHealth Master Plan. Good luck with your project. It sounds like a
good one and certainly a benefit to the community.
. . .Bill
Bill Grile, Director
Development Services Department
City of Springfield
225 Fifth Street
Springfield, OR 97477
Tel. 541.726.3619
Fax. 541.726.3689
Email: bgrile@ci.springfield.or.us
Internet: http://www.ci.springfield.or.us/dsd/dept_dsd.htm
From: PAULY Linda
Sent: Thursday, June 07, 2007 5:33 PM
To: DONOVAN James
Cc: GRILE Bill
Subject: Birth Center Site Plan
The land is within the Master Plan boundary and the subdivision
boundary,
80 development is subject to the previous land use decisions. I believe
the proposed use is consistent with SDC 16.020 (4) and could meet the
Special Use Standards of SDC 16.100 (11). The Deadmond Ferry lot abuts
the MUC district/commercial node and I think we can interpret that MUC
is equal to CC for this purpose. If PeaceHealth can meet all conditions
of the Master Plan and Subdivision, I don't see any problem with
building/rebuilding the birthing center on the site subject to Site Plan
Review. The property contains Gateway Refinement Plan Natural Assets
and Master Plan Condition 50 requires a bike/ped connection between the
subject property and the MUC development. The sites abuts LDR to the
east and west. I'd recommend to Phillip that they do a DIM before
submitting their Site Plan and also to let the neighbors know what's
coming next before they receive our 3001 notice.
LINDA PAULY
Planner 3 - City of Springfield Development Services
phone: 726-4608
PRE-SUBMITTAL REC'O
" JUN 0 3 2008
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_ PeaceHealth
June 2, 2008
Site Plan Review Application
PeaceHealth Medical Group Nurse Midwifery Birth Center
Written Explanation of the Proposal
Applicant and
Property Owner:
Peace Health Oregon Region
777 E. nth Avenue
P.O. Box 1479
Eugene, Oregon 97440
PRE.SUBMITTAL REC'D
JUN 0 3 Z008
Representative:
Philip Farrington, AICP
Director, Land Use Planning & Development
Peace Health Oregon Region .
123 International Way
Springfield, OR 97477
(541) 686-3828 * Fax (541) 335-2595
ofarrimrton(a)oeacehea Ith.orsr
..1
Project Name:
PeaceHealth Medical Group'Nurse Midwifery
Birth Center
Map No. 17-03-15-40, Tax Lot 2200
353 DeadmondFerry Road, Springfield, OR 97477
Approx. 1.07 acre
Low Density Residential
Inside Springfield city limits, UGB
Assessor's Map/Tax Lots:
Site Location:
Property Size:
Zoning/Plan Designation:
Jurisdiction:
1.0 Land Use Request
As illustrated in the attached plans, PeaceHealth Oregon Region ("the
Applicant") requests Site Plan approval for a new Nurse Midwifery Birth Center
("Birth Center") to be operated by PeaceHealth Medical Group at the above-
referenced location.
The Birth Center is a unique use that provides childbirth services approximating
an in-home experience and setting, but with delivery support, pre-natal care and
post-natal support from experienced certified nurse midwives. With the opening
of the new Sacred Heart Medical Center at RiverBend, it is essential to have the
. . .. tffJp.
Site Plan ReView ApplicatIOn,;",
PeaceHealth Medical Gronp Nurse Midwifery Birth Center
.Tune 2. 200R
('
Page 4
3.0 Specific Proposal
The Applicant proposes constructing a new building-on site that would appear
residential in nature, while providing the expertise of certified nurse midwives in
a home-birth atmosphere desired by expectant mothers using the Birth Center.
The proposal sites the new building largely on the footprint of the existing
structure and other open area on-site as a means of preserving existing trees and
minimizing impervious surface. The 4,022.5 sf building footprint and 9,900.2 sf
of impervious surface for driveway and required parking improvements represent
an increase of 6,711.2 sf of impervious surface on the 1.07-acre site. The proposal
results in less than 30% lot coverage for the site - well under the 45% allowed in
SDC 3.2-215. Currently the site has a dwelling and shed with a footprint of
2,497-4 sf, and 4,714.1 sf of impervious surface in driveway and parking areas (a
total of 7,211.5 st).
The Applicant was informed through the pre-application process that Code-
required parking would need to be provided on-site. To comply with this and
other requirements (e.g., driveway width for fire access, etc.) and to minimize
tree removal, the Applicant proposes to take access via a slightly relocated
driveway curb cut off Deadmond Ferry Road. The existing curb cut is 17-feet
wide and located near the northeast corner of the site. To reduce the need for
additional tree felling, to preserve the integrity of a large cluster of trees at the
northeast corner of the site, and to provide greater separation from the abutting
neighbor's driveway (to the east), the Applicant proposes to install a 24-foot wide
driveway centered west of the existing eastern curb cut.
The GRP encourages development proposals to seek "reasonable retention of
existing trees." [GRP Implementation Action 8-4] This proposal fulfills this
objective by retaining trees to the extent practicable, and preserving 80% of the
tree on-site. All existing trees larger than 5" dbh were mapped, inventoried, and
evaluated by a certified arborist. A tree felling permit to remove 14 trees
necessary for construction will be submitted concurrently with the complete
submittal package.
Since the site is wholly or partially within the Drinking Water Protection and
Floodplain Protection overlay zones, concurrent Type I DWP and FPO
applications will also submitted concurrently with the complete SPR application
package.
PRE-c:Il0~~'TTAl REC'D
JUN 0 3 2008
<
Site Plan Review Applicat'!i.
PeaceHealth Medical Group Nurse Midwifery Birth Center
.June 2. 2008
Page 5
4.0 Relevant Conditions of Approval
The following identifies relevant conditions of approval established in earlier land
use approvals (Le. the original RiverBend Master Plan, amended Master Plan)
and demonstrates how the proposal relates to these conditions of approval.
Master Plan Approval (LRP 2005-0001 and LRP 2006-00010)
'Condition 50: A bike/pedestrian connection shall be established
through the LDR property owned by PH between the MUC
development and Deadmond Ferry Rd to provide access between
the MUC retail area and the Campus Industrial area and adjacent
residential properties to the north. The Final Master Plan shall
show this linkage. The final location and construction shall be a
component of Site Plan Review for the structure identified as
Building A.
Response: The rationale for the above-referenced condition was relative to
Springfield Development Code (then SDC 31.060(3) - SPR criteria) objectives "to
provide bicycle and pedestrian connections to adjacent industrial areas. This
adjacent industrial area is the Campus Industrial area north of Deadmond Ferry
Rd." (see pg. 34 of 67; Exhibit B to City Council approval of LRP 2005-0001)
Staffs discussion in Exhibit B as the basis for this condition noted: "No bicycle or
pedestrian facilities are proposed between Deadmond Ferry Road and the MUC
retail area [in PeaceHealth's original Master Plan submittal]. There is an existing
Low Density Residential (LDR) lot owned by PeaceHealth between this
development area and Deadmond Ferry Road that could be utilized to make the
connection. [emphasis added] PeaceHealth now owns the former Sony property
which is now referred to as the RiverBend Annex. The applicant has indicated
that the Annex will be utilized for office space and medical laboratories. It is
likely that pedestrian trips between the RiverBend Annex and the Master Plan
area will be likely [sic]. To encourage such non-vehicular trips, pedestrian
connections must be established between Deadmond Ferry Road and the Master
Plan site."
Clearly, a pathway extending through the Birth Center site would pose
unacceptable risks and conflicts, could result in additional tree removal, and
would not be in a location that would best provide connectivity to the Campus
Industrial uses to the north.
The Staff commentary noted that development elsewhere" ...could provide a link
to Deadmond Ferry in some other, unspecified location ..." At the time the Staff
n,port and conditions were drafted, PeaceHealth did not own any other property
that could have provided connectivity between the RiverBend area and the
Campus Industrial area to the north. Since that time, PeaceHealth acquired
PRE.SUBMITIAL REC'O
JUN 0 3 2008
Site Plan Review Applicatiol. ,
PeaceHealth Medical Group Nurse Midwifery Birth Center
.June 2. 200R \
Page 6
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additional property and used it to route an underground pneumatic tube between
the RiverBend Annex and Sacred Heart Medical Center at RiverBend. A portion
of this route was paved between Deadmond Ferry Road and St. Joseph Place,
providing convenient access to the St. JosephjRiverBend Drive intersection and
other pathways, sidewalks, and bike lanes on the remainder of the River Bend
site. The terminus of the pathway on Deadmond Ferry Road is also closer to any
access point into the RiverBend Annex than would be available in a terminus at
the subject site. The Planning Director has interpreted that the pathway
improved on the pneumatic tube route suffices to comply with the requirement in
Condition #50 for accessibility between the RiverBend area and the Campus
Industrial area to the north.
Subdivision Tentative Plan Approval (S~ 2005-0012)
Condition 35: The applicant shall instqll a sanitary sewer
lateral serving Lot 10 from the mainline in Deadmond Ferry Road,
and the existing on-site sewerage disposal system shall be
decommissioned prior to Final Plat approval.
Response: Consistent with the above requirerrient, a sanitary sewer line was
extended to and connected with the existing residence on-site last year
(COM2007-00894), and the on-site septic system decommissioned. The
proposed Birth Center would use this sanitary sewer extension into the site as
well.
Condition 47: Prior to Final Plat approval the applicant shall
provide Lots 10 and 11 with access to an approved storm water
system. On the Final Plat, a private drainage easement shall be
recorded against Lot 11 to provide Lot 10 with access to the public
system, or alternate drainage provisions to serve Lot 10
acceptable to the City Engineer shall be provided.
Response: The Final Subdivision Plat signed by the City and submitted to Lane
County on May 30 provided a drainage easement across Lot 11 for benefit ofthe
subject site. The application, however, demonstrates the feasibility of an
alternate provision to serve Lot 10 as allowed by the above condition of approval.
This application proposes extending a private stormwater easement to the front
of the subject site, then east to an area drain on the neighboring property. The
owner of the neighboring property has given authorization to the applicant for
access to that area drain. To protect tree roots, the Applicant's consulting
arborist will supervise construction trenching to minimize potential impacts to
tree roots on- and off-site. A formal easement and written agreement will be
submitted to the City for review, and will be recorded prior to Final Site Plan
approval.
PRE-SUBMITTAl RECIO
JUN 0 3 2008
Site Plan Review Applicatk__
PeaceHealth Medical Group Nurse Midwifery Birth Center
.Tlln~ 2. 2008
Page 7
5.0 Site Plan Review Submittal Requirements
1. Applicationfee
Required Site Plan Review ($4,099 + $3,675.59) and postage fees ($155) will be
paid upon receipt of this submittal ($7,929.59 total).
2. Copy of deed and preliminary title report
Copies of the deed and title report are attached.
3. Copy of reduced (B.5"Xll") Site Plan
A reduced sized copy of the Site Plan is attached.
4. Right-of-way Approach Permit application
Not applicable, since the subject site does not have frontage on any ODOT facility
or require a right-of-way approach permit.
5. Storm water Management System Study
Three (3) copies of the Storm water Management System Study and required
storm water scoping sheet are submitted with this application.
6. Traffic Impact Study
As confirmed at the Pre-Development meeting with City staff, the proposed use
will not generate sufficient trips to warrant submittal of a TIS.
7. Copies of the following plans:
Seven copies of the required drawing set are submitted with the application.
a. Site Assessment of Existing Conditions
Sheet C2.0 is the Site Assessment. A Vicinity Map is shown on Sheet AI.o.
There are no watercourses or riparian setbacks on the subject site. The site is
within the Time of Travel Zone, as depicted on a separate attachment. Other
physical features, trees and topographic contours are illustrated on the Site
Assessment. There are no unstable slopes or high water table that require a
Geotechnical Report.
b. Site Plan
Sheet A2.1 is the required Site Plan. Proposed buildings, car and bike parking
facilities, driveway, sign, landscaping, garbage enclosure, and fencing are shown.
The closest existing transit facilities are located along each side of Beltline Road
just east of its intersection with Game Farm Road South, off-site from the
proposed development area. The proposed development will be constructed in a
single phase.
PRE.SUBMITTAL RECD
JUN 0 3 2008 '
.~
Site Plan Review Application
PeaceHealth Medical Group Nurse Midwifery Birth Center
.Tune 2_ 2008
Page 8
c. Improvement and Public Utilities Plan
Site utilities are shown on Sheet C3.0, with note~ on Sheet CI.o.
d. Grading and Paving Plan
Proposed site grading is shown on Sheet C4.0. Paving areas are shown on Sheet
C5.0 and details are included on Sheets C6.0 through C6.2.
e. Landscape Plan
Site landscaping is shown on Sheet LA-I.
f Architectural Plans
A floor plan for the proposed Birth Center is shown on Sheet 1\3.1, and exterior
building elevations are shown on Sheets Atp and 1\4.2.
8. Additional materials that may be required:
a. Where a multifamily development is proposed, any
additional materials required to demonstrate compliance
with SDC Section 16.110
This provision is not relevant.
b. Riparian Area Protection Reportfor properties located
within 150 feet of the top of bank of any Water Quality
Limited Watercourses (WQL W) or within 100 feet of the top
of bank of any direct tributaries of WQL W
The site is not within 150 feet of any WQLW waterway or tributary, and there are
no inventoried wetlands on-site.
c. A Geotechnical Report prepared by an engineer must be
submitted concurrently if there are unstable soils and/or a
high water table present
The site does not have unstable soils or a high water table, so no geotechnical
report is warranted.
d. Where the development area is within an overlay district
applicable, address the additional standards of the overlay
district
The attachment illustrates the proposed Birth Center's location within the 2-5
year TOTZ for the Sports Way wellfield, and is therefore within the Drinking
Water Protection Overlay District. The northern portion of the site is within the
1-2 year TOTZ. A DWP development permit application will be submitted with
the complete Site Plan application.
PRE.SUBMITTAl RECIO
JUN 0 3 2008
Site Plan Review ApplicatL.
PeaceHealth Medical Group Nurse Midwife!)' Birth Center
.June 2. 2008
Page 9
e. If five or more trees are proposed to be removed, a Tree
Felling Permit as specified in SDC Article 38
The development proposal involves the removal of 14 trees on-site larger than 5"
dbh. A Tree Felling application demonstrating consistency with SDC 5.19-100
will be submitted with the complete SPR application.
f A wetland delineation approved by the Oregon Division of
State Lands must be submitted concurrently where there is
a wetland on the property
This provision is not relevant, as there are no jurisdictional wetlands located
within the proposed development area.
g. Any requiredfederal or state permit must be submitted
concurrently or evidence the permit application has been
submittedfor review
There are no federal or state permits required.
h. Where any grading, filling or excavation is proposed with
the development, a Land and Drainage Alteration Permit
must be submitted with the land use application
A Land and Drainage Alteration Permit will be submitted subsequent to SPR
approval, as allowed by Code.
i. Where applicable, any Discretionary Use, Variance or
Modification of Provisions as specified in SDC Article 10 or
11
The proposal does not require a Variance, Modification of Provisions or
Discretionary Use application.
PRE-SUBMITIAL REC'O:
JUN 0 3 2008
..}.
Site Plan Review Applicatior.
PeaceHealth Medical Group Nurse Midwifery Birth Center
.June 2~ 2008
Page 10
7.0 Approval Criteria:
SDC 5.17-125 A.: The zoning is consistent with the Metro
Plan diagram, and/or the applicable Refinement Plan
diagram, Plan District map, and Conceptual
Development Plan.
The subject site is zoned Low Density Residential and so-designated on the Metro
Plan and Gateway Refinement Plan diagrams. The proposed use is an allowed
non-residential use in the LDR zone as it complies with the Special Use standards
in SDC 4.7-190. As an allowed use in an LDR zone, the proposal is also consistent
with, and complementary to, the RiverBend Master Plan. Phase 1 development in
the RiverBend Master Plan includes the Sacred Heart Medical Center at
RiverBend, and the proposal seeks to establish a: new location for the
PeaceHealth Medical Group Nurse Midwifery Birth Center to be proximate to the
medical center, should expecting mothers need a hospital-based delivery.
SDC 5.17-125 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 sqfety controls shall not
be exceeded and the public improvements shall be
available to serve the site at the time of development,
unless otherwise providedfor by this Code and other
applicable regulations. The Public Works Director or a
utility provider shall determine capacity issues.
The subject site has all the necessary infrastructure and capacity to serve the
proposed Birth Center. Sanitary sewer facilities were extended into the site last
year, and the site is currently served with phone, cable, water and electric
services. A private stormwater easement is available to serve the site from the
south, but the Applicant is seeking to tie into an existing area drain on the
neighboring property to the east as an alternate drainage location.
Documentation supporting the efficacy of this proposal is included in the
accompanying stormwater drainage report prepared by KPFF Consulting
Engineers. The site has frontage on a fully improved public street (Deadmond
Ferry Road).
PRE-SUBM/lTAL REC'D
JUN 0 3 2008
Site Plan Review Applicak _
PeaceHealth Medical Group Nurse Midwifery Birth Center.
.June 2. 2008
Page 11
SDC 5.17-125 C.: The proposed development shall comply
with all applicable public and private design and
construction standards contained in this Code and other
applicable regulations.
The development proposed complies with applicable design and construction
standards outlined in the Springfield Development Code, Springfield Engineering
Design Manual, and applicable state building codes.
Article LI..2-100 - Infrastructure Standards - Trammortation
SDC 4.2-105 - Public Streets
City Transportation Division staff stated at the Development Issues Meeting that
a Traffic Impact Statement would not be required under SDC 4.2-105 A.4.
because there are no capacity issues on Deadmond Ferry Road, nor will the
proposed use generate the 500 trips/day threshold for requiring a TIS.
Deadmond Ferry Road is fully improved to urban standards as a collector street,
and therefore no additional right-of-way or improvements are required under
SDC 4.2-105 B., C., or G.
SDC 4.2-120 - Site Access and Driveways
The subject site currently has two fully improved curb cuts on Deadmond Ferry
Road. However, both are of a width suitable for residential development, and
City staff informed the Applicant at the Development Issues Meeting that the
proposed use would have to provide a 24-foot wide driveway.
Therefore, the Applicant proposes an adjustment to the eastern curb cut to locate
it farther to the west - to widen it to the 24-foot standard directed by Staff, and to
provide greater separation from the adjacent neighbor's existing driveway to the
east. There is no alternative to access on Deadmond Ferry Road, a collector
street, so the proposal is consistent with SDC 4.2-120 B.2. The driveway location
and dimensions proposed otherwise comply with standards in SDC 4.2-120 C.
and Tables 4.2-2 and -3. The proposed driveway is well in excess of the
minimum standard in Table 4.2-4 for separation from the driveway to the nearest
intersection on the same street (i.e., at Game Farm Road South, several hundred
feet to the west).
SDC 4.2-130 - Yision Clearance
The proposed new driveway location complies with vision clearance standards
outlined in SDC 4.2-130 and Table 4.2-5, as illustrated on Sheet LA-I.
SDC 4.2-135 - Sidewalks
The site abuts a fully improved street with sidewalks.
PRE-5UBMllTAl REC'O
JUN 0 ~ 2008
Site Plan Review ApplicatiOl.
PeaceHealth Medical Group Nurse Midwifery Birth Center
.June 2. 200R
Page 12
SDC 4.2-140 - Street Trees I
The site abuts a fully improved street. No street:trees are located on the subject
site's street frontage due to utility vaults, transformers, and curb cuts in the
planting strip - as well as a guy-wire for a power pole located in the public right-
of-way. Mature trees are located in the front yard setback that help meet the
objectives of street trees outlined in SDC 4.2-140, and comply with the exception
listed in this section of the Code.
SDC 4.2-145 - Street Lighting
Deadipond Ferry Road is a fully improved street, with street lighting meeting City
standards and installed by the City.
SDC 4.2-150 - Bikeways
There are no bikeways existing or proposed in TransPlan or the Springfield
Bicycle Plan for the subject property. As noted above, the City established a
condition of approval on the RiverBend Master Plan for a bike/ped pathway that
has been met through provision of a superior location east of the subject site.
SDC 4.2-155 - Pedestrian Trails
As noted above, the bike/ped pathway required in the RiverBend Master Plan has
been met elsewhere. There are no other existing or proposed pedestrian trails
identified in the Willamalane Park and Recreation District Comprehensive Plan
that affect the subject property.
SDC 4.2 - 160 - Accessways
As noted above, the bike/ped pathway required in the RiverBend Master Plan has
been met elsewhere. There is no basis for requiring an accessway through the
subject property, and an accessway through the site would be inherently
incompatible with the proposed Birth Center use.
Article 4.:~-100 - Infrastructure Standards - Utilities
SDC 4.3-105 - Sanitary Sewers
Per COM2007-00894 and consistent with requirements in SDC 4.3-105 A. and
B., the Applicant installed a 4" sanitary sewer line to serve the subject site. Sheet
C3.0 illustrates the sanitary sewer line and its connection to the proposed
development.
SDC 4.3-110 - Stormwater Management
Sheet C3.0 shows the proposed sanitary sewer improvements and private
easement for site drainage to the area drain east of the site. Roof runoff is
proposed to be treated on-site using a soakage trench as shown on Sheet C3.0.
The Stormwater Drainage Report dated May 2008 and stormwater scoping sheet
PRE.SUBMITTAl REC'O
JUN 0 3 2008
Site Plan Review ApplicatttC~,
PeaceHealth Medical Group Nurse Midwifery Birth Center
.June 2. 2008
Page 13
provide detail on the proposal and its conformance with provisions in SDC 4.3-
110.
SDC 4.3-115 - Water Quality Protection
The subject site does not have any jurisdictional wetlands, nor is it within 150 of a
Water Quality Limited Watercourse or tributary, therefore this Code section is
not applicable.
SDC 4.3-120 - Utility Provider Coordination
Consistent with SDC 4.3-120 B., the Applicant has proposed utility facilities and
extensions to the satisfaction of the applicable utility provider.
SDC 4.3-125 - Underground Placement of Utilities
As called for in this Code section, the Applicant is proposing to place existing
overhead electric power lines underground to serve the proposed Birth Center,
and remove two existing power poles on-site, as shown on Sheet C3.0.
SDC 4.3-130 -"Water Service and Fire Protection
Per state building code - as confirmed with state and local building officials - the
proposed Birth Center is not required to be sprinklered, and the proposed use
will not generate demand for a new fire hydrant to serve the development. Sheet
C3.0 shows the 1" domestic water line extended to serve the proposed Birth
Center consistent with SDC 4.3-130 A.
SDC 4.3-140 - Public Easements
Because the site has a fully improved street frontage with all necessary utilities,
no additional public utility easements are required to serve the proposed
development.
Article 4..4.-100 - Landscauina. Screenina and Fencina Standards
SDC 4.4-105 - Landscaping
Parking lot landscaping complying with SDC 4-4-105 F. and the screening
requirement in SDC 4.7-190 C. is shown on Sheet LA-I. Existing landscape
screening abutting the property to the east is proposed to remain. Irrigation and
planting specifications meeting SDC 4-4-105 G. are listed in the notes on Sheet
LA-I.
SDC 4.4-110 - Screening
A 6' tall wood fence is proposed along the south property boundary, consistent
with SDC 4-4-110 A.!. and B.3. The garbage enclosure is proposed to be fenced
and screened consistent with subsection B.3.c., see Sheet LA-I, A2.1 and A2.3
PRE-SUBM/lTAL ~tcjl)
JlJN /I ~ 2008
Site Plan Review ApplicatiOl
PeaceHealth Medical Group Nurse Midwifery Birth Center
.Tune 2. 2008
Page 14
SDC 4.4-115 - Fences
. Proposed fencing shown on Sheet LA-1 complies with the standards in SDC 4-4-
115 A. and Table 4-4-1.
Article d.i,-100 - Landscavino. Screenino and Fencino Standards
SDC 4.5-110 - Illumination and Height
Parking and driveway lighting is illustrated on Sheet M.l. Preliminary concept is
for 16' tall poles (from the Architechtural Area Lighting UCM series) and 175 watt
metal halide lights with a horizontal (full cut-oft) reflector and flat glass lens.
Photometric mapping of illumination and a cut sheet from the proposed lighting
is attached.
Article ,1.6-100 - Vehicle Parkino. Loadino. and Bicucle Parkina
Standards
SDC 4.6-110 - Vehicle Parking - General
Staff indicihid at the Development Issues Meeting that parking would be
required to serve the use based upon "offices" per SDC 4.6-110 A. and C., and
SDC 4.6-125, or 1 space for each 300 sf of gross floor area. For the proposed
4,022 sf Birth Center, this would result in a minimum of 13-4 parking spaces. 14
parking stalls are proposed, including one handicapped van-accessible space.
SDC 4.6-115 - Vehicle Parking - Parking Lot Design
The proposal complies with the standards in this Code section and Table 4.6-1.
SDC 4.6-120 - Vehicle Parking - Parking Lot Improvements
Consistent with SDC 4.6-120 A., B., and C., the parking lot and driveway area will
be constructed of asphalt, with suitable drainage, striped, and have allowable
vehicular encroachment into widened sidewalk or landscape areas. The one
parking space for disabled access conforms to the requirements in SDC 4.6-120
H.
SDC 4.6-140 - Bicycle Parking - Facility Design
Sheet M.1 illustrates racks for the minimum three bike parking spaces required
in EC 4.6-140 A., and in locations meeting the dimensional standards in
subsection B. One of the racks is located under cover as required in subsection C.
SDC 4.6-145 - Bicycle Parking - Facility Improvements
Bike parking is located conveniently near the entrance to the facility, consistent
with SDC 4.6-145 A., but should not conflict wit~ pedestrian movements.
PRE.SUBMITIAL REC'O
JUN 0 3 2008
Site Plan Review ApplicatL.
PeaceHealth Medical Group Nurse Midwifery Birth Center
.June 2_ 2008
Page 15
Article <1. '7-1 Q" - SDecific DeveloDment Standards - Professiona{
OfJices
Responses to the applicable standards in this Code section were provided above
in Section 2.0, page 3 of this narrative.
SDC 5.17-125 D.: Parking areas and ingress-egress points
have been designed to:facilitate vehicular trajJi.c, 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 curb cuts on arterial and collector
streets as specified in this Code or other applicable
regulations and comply with the ODOT access
management standardsfor state highways.
The proposal includes parking areas and ingress-egress points designed to meet
the needs of the proposed Birth'Center, while also meeting Code standards and
requirements for fire/life safety access as related in the Development Issues
Meeting with City staff. The proposal provides pedestrian access to all building
entries, and safe and convenient access to the sidewalk along Deadmond Ferry
Road - thus providing connectivity to transit and other nearby destinations. The
proposal relocates one of the two existing curb cuts onto Deadmond Ferry Road
(a collector street) but does not jeopardize safe access or capacity ofthe street
system.
SDC 5.17-125 E.: Physicalfeatures, including but not
limited to, steep slopes with unstable soil or geologic
conditions, areas with susceptibility toflooding,
significant clusters of trees and shrubs, watercourses
shown on the WQLW Map and their associated riparian
areas, wetlands, rock outcroppings and 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 does not have any steep slopes, unstable soils or geologic
conditions. The site is within the flood hazard boundary established through the
RiverBend Master Plan process, and a Floodplain Overlay development permit
PRE.SUBMIlTAL REC'D
JUN 0 3 2008
'--
. .........
Site Plan Review Applicatit
PeaceHealth Medical Group Nurse Midwifery Birth Center
~Tl1np 'J 'JooR
Page 16
application will be submitted with the complete SPR application. There are no
jurisdictional wetlands, rock outcrops, watercourses, or riparian areas on the site,
nor are there any areas of inventoried historic or archaeological significance.
The site does have considerable tree canopy, identified in the Gateway
Refinement Plan as a "Natural Asset" as "Other Prominent Vegetation." The
proposal seeks to conserve as many trees on-site as practical, and pays particular
attention to preserving coherent clusters of trees with the assistance of our
project arborist. A Tree Felling permit will be submitted with the complete SPR
application.
PRE-SUBMITIAl REC'O
JUN 0 3 2008
. ~
05/Jo/2008 08:JJ FAX.541 7J6 1
CITY OF SPRINGFIELD PW
il!1002
PUBliC WORKS DEP ARThmN'r1 ~eering Division
Fax: (541) 736-1021
. STORMWATER MANAGEMENT SYSlEM SCOPE OF WORK
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. .
Environmental Con.iderlllH>ns: .
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. ~etl311d!Riparian: J;l}A . . . FloodwaylF1oodplain; ;.i I A.
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'. Return tQ Matt Stuud~r @City of.Sp~field, em.aiI: mstouder@lci.mrinlrtielllur.us.FAX:: (541) 736-1921
Revised 1/1/0S Molly Marl<orl.~
: PRE-SIIBMITTAl REC'D
JtJN 0 3 2008
9 oflO .
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05/JO/2008 09:J4 FAX 541 7J6 102'
CITY OF' SPRINGFIELD PW
19j001l001
COMPLE~ STU;DY. ITEMS. 11.~~ff,1,~~,:;&:r'"l
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iii 0 ffaw lfues, sl.p.., rim ~o.... pipe type and ~izes ckJttly iJ>diM""" on the plan sei.
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QrpIQperer;".:...~g <'!lcWatim1s.sball beplOvided wl= 1_ The co-'er'sbaIlb~sufficiontlo _.r..anSO"OOO Ib '
knidwilboutfilihm,of!he~sthll:bm:_ . . . .
o ~ Mmmi;ug', "ri vaIDcs forplp.. sball be clJIlSis1l;ut with Table 4-1 oftll~ ELlS!'. All stann pipc:a Sball he d~P4 to
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Full cutoff reflectors meet local light control ordinances and
dark sky initiatives
UCL
. Metal halide + HPS lamps
150 to 400 watts
. Optics rotate on 900 centers
. Pulse start Metal halide ballasts
available for high lumen output and
longer lamp life.
FOUR LIGHT PATTERNS
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TYPE 3
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the UCM (FTG option).
UCM
. Metal halide + HPS lamps
50 to 175 watts
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. T-6 ceramic metal halide lamps can
be used to insure color accuracy
and consistency.
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to improve lamp color stability.
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TYPE 4
TYPE 5
Optional flat tempered lightly diffused
glass lens on the UCM (FLD option).
13
UNIVERSE COLLECTIO'N@
FOUR LIGHT PATTERNS
The four reflectors provide maximum
flexibility to precisely illuminate pedestri-
an areas, streets, and complete project
site lighting. The horizontal reflector sys-
tem is available in four light distributions
for maximum efficiency and precise
placement of the light.
The cutoff reflector systems meet iES
standards for full cutoff type optics to
address requirements for glare control,
light trespass and light pollution. Light
trespass is eliminated with the use of an
optional factory installed house side
shield.
PRE.SUBMIlTAL REG'ID
JUN 0 3 2008
..il
Internal sleeve blocks the light emitted from
the Luminous Element option. This provides
full cutoff photometries, eliminating any light
above 90 degrees.
ARCHITECTURAL AREA LIGHTING
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DABROWSKI
ARCHITECTS
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1430 SE 3rd Avenue
Suite 200
Portland, OR 97214
Tel: \503\239-7377
Fax: 503 239.7327
wwwADarchltects.com
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PeeceHealth Medical Group
Nurse Midwifery Birth Center
353 DEADMQN!:) FERRY ROAD
SPRINGFIEtD, OREGON 9U77
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Pmj8dNo.; 01'155
FllllN811\e: A2.1_SfTEPLAN
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JurItdlcUonApploveI:
PRE.SUBMllTAl REC'O
JUN () 3' 2008
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225 Fifth Street
Springfield, Oregon 97477
541-726-3759 Phone
Job/Journal Number
PRE2008-00036
Payments:
Type of Payment
CreditCard
cReceintl
RECEIPT #:
&P~[j~:;:ai
"~~"~" '~
."'~._-""-LO~_.. ....' ___",..- ,~,.
Citv of Springfield Official Receipt
I dopment Services Department
Public Works Department
3200800000000000368'
Date: 06/03/2008
Description
CTY Site Plan Rvw Tentative
Paid By
PHILLIP T FARRINGTON
Item Total:
Check Number Authorization
Received By Batch Number Number How Received
acl
05 I 368 In Person
Payment Total:
PRE-SUBMITTAL RECIO
JUN 0 3 2008
Page I of I
8:54:3IAM
Amount Due
336.00
$336.00
Amount Paid
$336.00
$336.00
6/3/2008
\....1.1 i OF SPRINGFIELD
VICIN.l.l i MAP
PRE2008-00036
353 Deadmond Ferry Road
~. . .r.
Map 17-03-15-40
Tax Lot 2200
North
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PRE-SUBMITTAL REC'O
JUN 0 3 2008
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Sformwater Drainage Report
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for
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PeaceHealth Medical. Group Nursing
, Midwifery Birth Center '.
Springfield, Oregon
Prepared For: , .
. PeaceHealth Oregon Region
123 International Way
Springfield, Oregon 97477
Prepared By: '.
. KPFF Consulting Engineers
1201 Oak Street, Suite 100
Eugene, Oregon 97401
KPFF Project No. 307829
May 2008 '. .
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PRE-SUBMITIAL REC'D
JUN 0 3 2008
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. Table of Contents
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1: EXECUTIVE $UMMARY ............:............;:.....................:...........................:.........................,-.........................1
2. ,'EXISTING CONDITIONS ....................:.....,.....:............:...:..........:........:..........................................................1
2,1 Descrip.tion of Pre-Development Site"...".... ....., ,'.., .,..,.., C..,.......,..." 'n..' ..:.....,' .c.., ..C,' c,..,........".,., 1
. 2.2 Pre-DevelopmentDrainage ....",.""..., ":,, "c. "..:".., ....,..........,...,.....,..," ........ ,"..., ,..c",..,...,....".,., 1
3. PROPOSED DEVELOPMENT ...............................:..........:........;....;:..;...........................,...............................1 '
'3,1 Description of Proposed Development ,......,...:":..".......'''...;......''''''..'''''.,..''...,...'''..'''''.,,'," ".,.., 1
1'" .
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4. HYDROLOGIC,ANAL YSIS......................:...........:........:....................:.....:...-..:................;...............................1
4.1,' . Computer Modeling ".,",:"'".:".."...,.:.."".,'"."',,.,.:,,"~,,:l.,..:...:....,,.,'"""",,,,,,,,,....,,..,..,,,,,,..,,,,.: 1
4.2 " . Post-Development...", ". ,,:, "" "" ."....;........, ". ,.. ,'.,..", ,:, ..'..:..:,... ,... .... ...., .:..'" ,.. ,::, ,~,...,..,........... .,2
I.,
5. PROPOSED STORM DRAINAGE IMPROVEMENTS.............;....:....;~..............:;.............;...............:...:.........2_
~:~~~~~~~un~~:.:::::::: ::;: :;.: ::::::::: :::: ::::: ::::: ::::::::::::: :::::: ::::: :::::: :::: ::: :::: :::: :::. :::::.: ::::: :::: :::::: :::: ::: ::::::: :::~
7. 'PROJECT OVERVIEW ................:..........;..............:.............:....;......:..::............~..........:................:....................3 .. . . -
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JUN 0 3 2008
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Appendices
APPENDIX A: . DRAWINGS
Basin Map
Utility Plan
Details
/
APPENDIX B: HYDROLOGY
APPENDIX C: CONVEYANCE CALCULATIONS
APPENDIX D: WATER QUALITY CALCULATIONS
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PRE-SUBMITTAL REC'O'
JUN 0 3 2008
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PEACEHEAlTH MEDICAL GROUP
NURSING MIDWIFERY BIRTH CENTER
SPRINGFIELD, OREGON
1.' EXECUTIVE SUMMARY,
-;...
This Storm Drairiage Report has been prepared for the proposed' Peace Health Medical Group Nursing
Midwifery Birth Center (Birth Center) located approximately a half-m(le east of the intersection of Interstate 5 in
- Springfield, Oregon.' This report presents the results of the hydrologic and hydraulic analysis for the new
development and .describes proposed siorm drainage improvements that will meet or exceed City of Springfield
storm drainage criteria' and standards. '
2.
EXISTING CONDITIONS
'.
.2.1.. "Description of Pre:Developme!1t Site ,
The Birth Center property is approximately 1.10 acres total in size and located at the existing
, Springfield Fire Station site in Springfield.' The site is bounded by Deadmond Ferry Road to the north
, ", . . '. . I ~
and residential areasto.all other sides. " " , ,
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. The Lane County Soil S,urveyindicates the following soil types are present on the site: .
, , ' ...,
TABLE 2.1- SCS SOIL CLASSIFICATION CRITERIA '"
I', Malabon
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Silty Clay Loam I
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75
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?2., .' pre-Development Drainage : '
The existing site conditions primarily rely,on the water infiltrating into the ground. There are no existing
storm drains on site.' . . , . .
, 3. PROPOSED DEVELOPMENT
3.1. Description of Proposed Development' .
The proposed Birth Center development. area is approximately 1.10 acres and consists of the Birth
Center building and the associated parking lot areas and ,sidewalks.
4.
HYDROLOGIC ANAL YSIS
.c
4.1. Computer Modeling'
. - . I
Several spreadsheets based on the Santi! Barbara Urban. Hydrograph Method are used in the
- calculation of this'report. These spreadsheets were. used 'for the' conveyance 'and peak runoff
calculations. ' , ' ' ,
. .
,The ~pre~dsheets used' for the water quality caltulations meet the c'riteria outlined in the City of
Portland's SWMM and have been approved by the City of Portland Bureau of Environmental SerVices
(BES)on similar projects KPFF has completed in the past.
Precipitation data forthe respective storms are City of SP:ingfield design storms. '
PRE-SUBMIlTAL REC'O,
.
JUN 0 3 2008
KPFF Project No. 307829
Springfield,Oregon "
. 1
Storm Orainage Report
May 2008
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PEACEHEAlTH MEDICAL GROUP.
NURSING MIDWIF,ERY BIRTH CENTER
. SPRINGFIELD, OREGON
TABLE 4.1- 24-HR PRECIPITA nON FOR SPRINGFIELD, OR (NOAA Atlas 2, Volume XI. . '
1~~"~iJ~:~~r~:j~R,pre~bil<iti6n'::';"~2":-'f!C'\ .
I'"'' '", . . .,,10 83 I 4 8' I'
i$l!:t~~~i;:lnchesf:":~-~_0. " ;'.
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4.2. Post-Development
Curve numbers for impervious' and pervious areas used in, the comput~tions were 98 and 80,
respectiv~ly based on a Type J-A rainf~ll.distribution, 2~-hour storm duration,
The drainage basins are identified in the ,Basin Map drawing found in Appendix A. Impervious and
pervious areas were calculat,ed using the proposed site plan drawings. '.
"
5. PROPOSED STORM DRAINAGE IMPROVEMENTS
The proposed Birth Center will meet or: exceed all requirements of the Springfield Development Code and the'
City of Springfield Public Works Engineering Design St~ndards and Procedures Manuat(EDSP).
The proposed storm drainage system ,consists of a water quality catch)asin to collect surface runoff,and an
underground storm'drainage pipe to convey the'collected runoff. A soakage trench provides water quality
treatment of. the site's roof, The private on-site siorm drainage will connect to the proposed public storm .
drainage system at the property line,
5.1, Water Quality
So.akage Trench
, All of the rooftop stormwater runoff from the improvement area of the site' will beJreated usipg ,a so~kage
trench, Soakage or infiltration trenches are shallow trenches in permeable' soil that is backfilled with sand
and coarse stone and lined with filter fabric. The french surface, may be covered with grating, stone, sand,
grass, or plantings. The soakage trench is designed and sized in accordance with the SWMM East
Soakage Trench design specifications. ..' .
,
,
, Details for the soakage trench are on sheet C6.1, included in Appendix A. The complete water quality
calculations' and worksheets for the basins are in Appendix D.of this report.
. 'W.'.' . .
ContechCatchbasin Stormfilter '.
One-hundred percent of the non-rooftop impervious area runoff, will be treated, in accord~nce with
. Springfield's Stormwater Management Manual. Most of this run;off will be treated with a2-cartridge
'Contech Steel Catch basin Stormfilter. The Stormfilter targets a full range of pollutants in urban runoff,
including TSS, solubl~ heavy metals, oil and grease, and total nutrients.
.. Details for the cajchbasinare on sheet C6,2'in Appendix A. ,
KPFF Project No. 307829
, Springfield, Oregon,
2
PRE.SUBMITTAL REC'O
, JUN 0 3 2008
-""
, Storm Drainage Report
May 2008
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".PEACEHEAl TH MEDICAL GROUP'
NURSING MIDWIFERY BIRTH CENTER
, SPRINGFIElD,OREGON
, , 5.2. Conveyance
, The conveyance system is gesigned to convey the stormwate~ runoff peak flows of 25-year storm event or
" greater. Pipe'sizes'and slopes shown on plans reflect the results,of the calculations, See sheet c3.6 in
. ~. . .-
, Appendix A. l:he.complete conveyance calculations and worksheets are in Appendix C of this report.
6. , PROJECT OVERVI~W '
This Storm Drainage Report as preparedbyKPFF Consulting Enginee,rs (KPFF) describes the concepts and
design intent for ,stormwater management at the Pea~eHealth Medical \?roup Nursing Midwifery Birth Center in
Springfie!d;Oregon. ' .
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.PRE.SUBMltrAl RECIO
JUN 0 3 2008
I
KPFF Projecl No. .307829
Springfield, Oregon .
3
Storm Drainage Report
May 2008
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DABROWSKI
ARCH ITECTS
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1430 SE3rd Avenue
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Tel: (503\239-7377
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Tel: (503)239-7377
Fax: (503)239-7327
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Tel: (503)239-7377
Fax; (503)239-7327
www.ADarchilects.com
~~~~[~t~~~f~w!~
PEACEHEALTH MEDICAL
GROUP NURSING MIDWIFERY'
BIRTH CENTER
S5J OEAOMOND FE~RY ROAD
SPRINGFIELO,OREGONU7.n
Submittal Type
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Tel: (503) 239-73n
Fax: (503)239-732~
WWN.ADarchitects.com
PEACEHEALTH MEOICAL
GROUP NURSING MIDWIFERY
'BIRTH CENTER
35JOEAOMONOFERRYRClAD
'SPRJNGFIELO,OREGONg74Tl
Submittal Type
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ProjeclNo: 071t>5
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JUN 0 3 Z008
S~eeITIu.. DETAILS
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PRE.SUBMITTAL REC'O'
.JUN 032008 .
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Bureau of Environmental Services - SBUH Calculation Worksheet
" . '~I
. Project" ~a~e: PeaceHea.lth Medical Group Nursing MidwiferyBirth Center
Desig.ner: A. Backus .
Date: 05122/08
Basin 1
-'User-Supplied Data'
4iPerviousrArea}{).:::'" ::?;:_'1<_~ "~\:f:'Y,y't;; -::6 \f.:i;;(>:,~: ':"ot~.;0::':,:<>;?:;:':;;;:':;!Y;,:::-,::};).
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Pervio'!s Area Curve Number.,CNperv.
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Time of Concentration, Te, minutes
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Impervious i Area ;0\;:;_Z~,( ;?ty!:;~':',x~: *.'3~~V:$!~~i;; i;-;-::~~;,~:;'",;,:'~:'-';'-~'d:-:'i;;"-:.-:>;n,,'
Impervious Area, SF
Impervious Area"Acres
Impervious Area Curve Number, CNimp
Note: minim'umTc is five minutes
1!l"i"".;;'''~9185~
"._,--;~
I 0.21
1~~~~~;;',981
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Calculated Data
,1:1Ca]c'i:.ilations;ah!\f6r.tn'e\BES:2~Vear;'sto-rmTr4~81incnesfOf,rainliif]24:f1oiirs--'inran;NRCSilTvDa1A~distnbijtio-i1~~~, ..2.~~j~1
.1!
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,J otal. Project Area, Acres
Pe~k Flow Rate, Qpeak, cfs
'.....
0.339313591
. 0.36
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'Runoff Hydrograph
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0.00
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500
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Total Runoff-Volume, V, cubic feet
Time to pea~ Runoff, hours
"
\
1500.
2000
. Ti!lle, minutes
"
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4:7611
7.83
2500
,
PRE-SUBMITIAL REC'O
JUN 0 32008
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Project Name:PeaceHealth Medical Group;~ursing Midwifery Birth Center
Designer: A. Backus .
D.le:05122/08
Basin 1
User-Supplied Data
(Per:vious:'Areat'~,?';~.,?/~::"x,::{;> ,');,. ,,".--,. ":-f:~~;"
Pervious Area, SF .
Pervious Area, Acres
Pervious Area Curve Nurriber"CNperv
Precipitation in 24 hours (PI) ,;
Time of Concentration, Tc, minutes
f,-..."':i:',,,.:;,~:~V::/{ ::N;t':'0"
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. I ~~,f~"ffi';lt-~'~'k-;;:~~ 80 I
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." ImpelVious'Area~~}NNi<1?i;W~"~,;f~ii~;,~;;)t!.*,:i2~~~,:::::+S,;~?; ':\';j;::; ;; ~
Impervious Area, SF 1~~91851
. :~~~~:~~:.~~::';~~: Number, CNirDP ~~~,~~;:~~:
Note: minjmum Tc is five min.utes
..
Calculated Data'
r,~Calculati6ns':-a're'Jo-(th~elBES)WateriQualitV;storm:!]olB31inches,,'of:rahiiiri'-241h6iirs! inlari!NRCSbTv-ife-~1Ai distiibutiO~~~~~~1
T alai Project Area, Acres
Peak Flow Rate, Qpeak, cfs"
. "
Runoff Hydrogn;ph
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ow
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0.91
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O.339323232J
" 0.041
Total Runo'lf Volume, V, cubic feet
Time 10 Peak Runoff, nours
.\
1000 ' 1500
Time, minutes
"
4981
7.83
2000
2500
PRE.SUBMITTAL REC'O
JUN 0 3 2008
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. Bureau'of Environmental Services - SBUH Calculation Worksheet
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Proje?t Name: PeaceHealth Medical Group Nursing Midwifery Birth .Ce'nter
Designer: A. BacKus
Date: 0512210B-
Basin 2
User-Supplied Data
I
(O'PerviouS'Area~):;;~:::::,~!;:,;. ..,,;'." ,;;;,--,- Po';--"",-.'-' '~ii;<':-
Pervious Area, SF
. Pervious Area, Acre's
Pervious Area:'curve Number, CNperv
Precipitation in 24 hours (PI) =' .
Time of Concentration, Te, minutes
I
:'~^::';;'-+'~'
i::;k:':;::::::j:-~~~;:;
;c,
,Y Imperviou$,Area!?,:,_,>y:,"X:,'::;i:' P~:0';'.l~::; '.~;':'i.
Impervious Area, SF
Impervious Area, Acres
Imp~rvious Are~.Curve Number, CNimp
Note: minim'urn Tc is five minutes
,}ji;~%>:,:'\;:);.;:>{;*~-?;J.::4>:"
1;.,_,"",,52791
~~~~;~;:
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Calculated Data'
.rt1Calculatj6~'s;afe:fo~r;th'e--:BES~WatEfbQuatitVjst6'rm:~0!83Iiri-i::he-srof;rain1iru24;nours'!irl~an1NRCSxTilD-e\;1At'aistrjbUtj('-rl~iK"!i1:'kl~m,.1tl
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Peak FlowHate,_ Qpeak, cfs
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Runoff Hydrograph
0.03.
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: 1r:c;<!~~,~'~~51
0.1211937561
0.021
1000
Total Runoff,Volume, V, cubic feet
Time to Peak Runoff, hours
\
1500 .
2000
Time, minutes
2761
7.831
2500
PRE.SUBMITTA. RECIO
JUN 03 2008
I
I
.,
Bureau of Environmental Services - SBUH Calculation Worksheet
I
I
Project,Name: PeaceHealth Medical Group Nursing Midwifery,s'irt.h Center
Design~r: A. Backus 'I'
Date: 05/22108
Basin
Data
I
Pervious Area, SF
Pervious Area, Acres ~
Pervious Area'Curve Number, CNperv
Precipitation in 24 hours (Pt) =
'Time of Concentration, Te, minutes
I
1~~l~~::;;~101661
.1 . 0.231
Impervious Area, SF
Impervious Area, Acres
,Impervious -')rea Curve Number" CNImp
Note: minimum Te is five minutes
0.001
1~\'2.~~j981
I
Calculated Data
ItlCalculaticirlS"fifr'eiforAhelBES\Wiltef,'QualitV:'stor-rri:;iO;83iinch-es'[6fifairilin124ltlolTfS1iil1an)NRCS"Tvpe\1 A'distributiori::1:'il;A~~'i~I.
.)
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Total Pr9ject Area: Acres
P.eak Flow Rate, Qpeak, cfs
I
Runoff Hydiograph
0.00
I
0.00
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0.00
.1!
0
15 0.00.
0
,
"
0.0,0.
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I
0.00
1-
I.
0,00
o
500
1
I
0.2333792471
0,001
Total Runoff Volume, \,t, cubic feef
.Tlme to Pea~ Runoff, hours
,
I
/1/
!~
1000 1500
2000.
Time, minu~es.-
<
"
331
24.001
.2500
PRE-SUBMITTAL REC'O
JUN 03 2008
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Bureau of Environmental Services - SBUH Calculation Worksheet
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Proje"ct Name: PeaceHealth Medical Group Nursing Midwifery Bir1:h Center.
Designer: A.; Backus .
Date: OS/22/08
Basin 4
User-Supplied Data
I#:Rervious:'Area~'\ 'Nf,;;;' >,,: '?'01,::~;,)\"Nki{,;",:)k'>:
Pervious Area, SF
Pervious Area, Acres
Pervious Area Curve Number, CNperv
Precipitation in.24 hours (pt) =
Time of Concentration, Te, minutes
;".,-"",- , ~~0l,'"h;:i~'b! I mperviou s<Area, ;:"~;;;:-::,~_:<:~:'~h~~,gY)i1;<:,%;."->;;;:;~"0;n%$';j'{~';"~';_:"s.-' ..~
r~;;';6353f Impervious Area, SF J~~'::;:r4611
I 0.151 Impervious Area; Acres I 0.011
~=~~: Impervious ~rea ~ufve N~mber, CNimp 1~~;1,981
l~k,,;~J;~~ti1r~J!\51 Note: minimum Tc is five ~inutes
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I~Calculatjo-n-s'-.:ir-e'Jor"tti~BES;WaterjQualitV~ti:irm:~.O:83;inch'esTof;raiif:in!241hou.fSliii::a:ff.NRCStTvpe~1A"distril5utiori1:.f.~j'iij;'~-J.~~11
I
Calculated Data
I
Total Project Area, Acres
Peak Flow Rate, Qpeak, 'cfs
0.1564279161
0.001
Total Runoff-Volume, V, cubicfeet
Timeto Peak Runoff, hours
441
7.831
I
Runoff Hydrograph
I
0001
0.00
:..
/
,,!
0.00
I
0.00
I
0.00
I
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o
::g 0.00
~ 000 I
000 I
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0.00
'J
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/
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L/v^1/
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0.00
I
0.00
o.
500
1000
15 0
2000
2500
Time, minute.s
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PRE.SUBMIlTALREC'O
JUN 0 3 2008
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Bureau of Environmental Services - SBUH Calculation Worksheet
,
I
Project Name: PeaceHealth Medical Group Nursing- Midwifery Birth Ce~ter-Basin5
Design~r: A. Backus ' .
Date: OS/22/08
I
User-Supplied Data
1\; P eryious -Area ,&,,~;:'i\':'-" c_"-" ;-)~-"f&\ ,'i~~::q')i&{,*1',:'~:;~4fP'~>~~;"::1;11~n~;'iti; ir{:;'.'
'::~:~~~ ~~::: ~~res . :~:~I~~11~~;~
peiYio'us Area Curve Number,'CNperv 1~"~~801 .
'Precipitation in'24-hours (Pi) = jlt:~~.F....~j40:831
,Time Qf'Concentf?tion, re, min~tes 1~:;;im~51
Note: . minimum T i;; !s five minutes
Impervious;Area~~--' ~:~M':''"'t'4,~~~'(ii': ~,i~;F';;' ;i~:~1!)f,itf!~:~$:"$;"l~:<k;Y:<7"'<.',
Impervious Area, SF
Impervious Area, Acres
Impervious Area C~rve Number, CNimp
I
Ir,~~"1'--,,';lfijz::;:OI
1 0.001
1:::;;;~~981
e,flculated Data
IIilCalculatiorlsTare;f6f.the:BESWatenQualitv:st()"rm-:.~O!83Iin-ch.e-stof:raifiiifii24~h'oUfs~Ii1YanlNRCS;Tvoel1:AYdistribUtioI1'8t:'Yi~";:~~"S."';tl
I
;
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T otaf Project Area. .Acres
Peak Flow RatE:!,Qpea~, cfs
Total Runoff Volume. V, cubic feet
Time to Pea~ Runoff,hours
I 0.2731634531
) 0.00
I
Runoff Hydrograph
0.00
I
0.00
/
.:"./
IV..'
, ,
" .:"
-. .' .
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0.00
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0,00
:!
0
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0
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,
'" 0.00
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0.00
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0.00
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. 0.00
o
1 000 15,00
Time,.minutes
500
J
I
I
2000
24.~~11.
.,
2500
PRE.SUBM TTAL REC'O
, JUN 0 3 2008
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" Appendix C:Convey'ance Calculations
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. PEACEHEALTH MEDICAL GROUP NURSING MIDWIFERY BIRTH CENTER
, Project 307829
KPFF Consulting Engineers
By: ALB
DRAINAGE BASIN AREAS
TABLE C-1
l{1J'F1[I1I con~ulting'Engjnee(s:
BASIN ITOT AL BASIN AREA rERVIOUS AREA (CN 851 IIMPERVIOUS AREA (CN 981 'CN IWQ VAULT/CB
SF . . ACRES. SF 'ACRES SF I . ACRES AREA (SF) .
l' 14,781' 0:3393 5,596 01285 9,185 0.2109 93 . 14,781
2 .5,279 01212 O. 0.0000 5,279 0.1212 98 . 5,279
j 10,166 0.2334 10;166 0.2334 0: 0.0000 85
4 6.814 0.1564 .6,353 0.1458 461 0.0106 86
. 5 .11,.899 0.2732 11,899. . 0.2732 O. 00000 85
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48,939 1.12 34,014 0.78 14,925,,, 0.34 '89 20,060
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CALC-BASI]\'.AREAxls'
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PeaceHealth Bir1h Center
Springfield, Oregon
Project: 307829
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DESIGN SECTION
SUB~BASIN
OR
STRUCTURE
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CAL C-conveyanc'e-calcs:W QCB.xls
. Storm Drainage
Conveyance Calculations;
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. . 25.year ,'"
DESIGN CALCULATIONS
RUNOFF. TOTAL S~OPE alA
TIME a a
MIN. CFS CFS % IN.
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5.00 0.36 0.36 I 0.50 I 8
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KPFF Consulting 'Engineers
'. . By:ALB
DESIGN
VEl. 'RUNOFF/VEl.
Vf' RATIO,. AT
FT/S a/Of a/OF.
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I LENGTH
FEET
2.44
2.34
0.42
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'Appen~ix D: Water Quality' Calculations . .
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JUN 0 3 2008
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WQ Cartridge CaICulations.xls
Peace Health Medical Group Nursing Midwifery Birth Center
, Project 307829
KPFF Consulting Engineers
By:ALB
WATER QUALITY FILTER VAULT SIZING'
TABLE D-1
llI!1lll
Consulting Engineers'
\Va stORM
CFS
0,04
- . FILTER
, CARTRIDGES
2
BASIN '1
B1
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WOCB 1
Number of Filter Cartridges ~ Otreat (cis) I 0,033 (Stormwater Management
. Precast Slormfi~er) . "
These Ci:!lculations were confirmed by Contech. :\,
WOCB ~ WATER QUALITY CATCH BASIN
, ,WQMH = WA TEfl QUALITY MANHOLE
OSSF = DOWNSPOUT STORM FILTER
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, PEACEHEAL TH MEDICAL GROUP NURSING MIDWIFERY BIRTH CENTER
Project307829
KPFF Consulting Engineers
By: ALB
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DRAINAGE BASIN AREAS,
TABLE C-1
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According' to SWMM~ the soakage trench must flave. 24LF per 1 OOOSF of impervious roo-r area,
II ROD~:REA-ITRENCHL~U-
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Soakage Trench.xls
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JUN 0 3 2008
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