HomeMy WebLinkAboutApplication APPLICANT 9/13/2022TENTATIVE PARTITION FOR
BASH RESIDENTIAL, LLC
Submission No
Document Date
Applicants Req
Civil Engineer:
quest:
UdR USE RRXXIXG 4X0 GOXSUL➢X6 SERVICES Property Owner/Applicant:
846 A STREET
SPRINGFIELD, OREGON 97477
Surveyor:
Project Planner:
Subject Property:
Location:
Property Size:
Zoning:
Comprehensive Plan:
Number of Parcels Proposed:
Size Proposed Parcel 1:
Size Proposed Parcel 2:
2
9/1/2022
Approval of 2 -Lot Tentative Partition Plan
Michael Coval
Bash Residential, LLC
12600 SW 72"a Ave.
Tigard, OR 97223
Eric Favreau, P.E.
Favreau Engineering
2206 Country Haven Dr
Eugene, OR 97408
(541)556-4425
Ryan Erickson, PLS
EGR & Associates, Inc.
2535B Prairie Road
Eugene, OR 97402
Katie Keidel, Associate Planner
Metro Planning, Inc.
846 A Street
Springfield, OR 97477
(541) 302-9830
Assessors Map 17-02-30-34
Tax Lot 3501
1417 31" Street
Springfield, OR 97478
0.30 acres (13,068 sq. ft.)
LDR (Low Density Residential)
Low Density Residential (per Metro Plan)
2
5,670 sq ft
5,217 sq ft (excluding panhandle)
7,117 sq ft (including panhandle)
Metro Planning, Inc. June 2022 Page 11
15411302-9830
W W W.METROPUNNING.COM
Surveyor:
Project Planner:
Subject Property:
Location:
Property Size:
Zoning:
Comprehensive Plan:
Number of Parcels Proposed:
Size Proposed Parcel 1:
Size Proposed Parcel 2:
2
9/1/2022
Approval of 2 -Lot Tentative Partition Plan
Michael Coval
Bash Residential, LLC
12600 SW 72"a Ave.
Tigard, OR 97223
Eric Favreau, P.E.
Favreau Engineering
2206 Country Haven Dr
Eugene, OR 97408
(541)556-4425
Ryan Erickson, PLS
EGR & Associates, Inc.
2535B Prairie Road
Eugene, OR 97402
Katie Keidel, Associate Planner
Metro Planning, Inc.
846 A Street
Springfield, OR 97477
(541) 302-9830
Assessors Map 17-02-30-34
Tax Lot 3501
1417 31" Street
Springfield, OR 97478
0.30 acres (13,068 sq. ft.)
LDR (Low Density Residential)
Low Density Residential (per Metro Plan)
2
5,670 sq ft
5,217 sq ft (excluding panhandle)
7,117 sq ft (including panhandle)
Metro Planning, Inc. June 2022 Page 11
Background
The applicant is proposing to partition one (1) .30 acre parcel into two (2) parcels, Assessor's Map & Tax Lot 17-02-30-
34-03501 (the "subject property'), is located on 31" Street near Olympic Street. The existing parcel is vacant; there are
no existing dwellings or structures. However, the City of Springfield Planning staff approved a plan allowing the property
owner to place a manufactured home on proposed parcel 1 concurrently with this Tentative Partition Application.
Ultimately, one manufactured home is proposed to be placed on each parcel.
The subject property is located in the Springfield Low Density Residential (LDR) zone which permits development of 6 to
14 dwellings per net acre. The proposed Tentative Partition Plan will develop 2 dwellings per.30 acres which meets the
density requirements (1.8 units minimum are required). All proposed development will meet the siting requirements
and criteria specified for LDR zoned single-family residences as specified in SDC Section 5.12-125.
This written statement intends to clearly demonstrate for City staff review how the proposed Tentative Partition Plan
will conform to all standards, regulations, and conditions of Land Divisions under SDC 5.12-115 Tentative Plan —General;
SDC 5.12-120 Tentative Plan Submittal Requirements; and SDC 5.12-125 Tentative Plan Criteria. The Springfield
Development Code (SDC) text sections are indicated by dark blue text, bold and/or italic typeface; Applicant's responses
are indicated by black text and plain typeface.
SDC 5.12-115 Tentative Plan—General
Any residential land division shall conform to the following standards:
A. The loVparcel dimensions shall conform to the minimum standards of this Code. When lots/parcels are more than
double the minimum area permitted by the zoning district, the Director shall require that these lots/parcels be
arranged:
1. To allow re -division; and
2. To allow for the extension of streets to serve future lots/parcels.
3. Placement of structures on the larger lots/parcels shall be subject to approval by the Director upon a
determination that the potential maximum density of the larger lot/parcel is not impaired. In order to
make this determination, the Director may require a Future Development Plan as specified in Section
5.12-12OE.
Response: Tax Lot 3501 is zoned LDR (Low Density Residential) and designated LD (Low Density Residential) on the
Metro Plan, and located on a North/South street. The proposed parcels will conform to the minimum standards as
specified for LDR (Low Density Residential) development. Neither proposed parcel will exceed the double minimum
required area for LDR single-family homes on North/South streets (5,000 sf), nor LDR single-family homes on Panhandle
Lots (4,500 sf).
Parcel 1 is proposed at 5,670 sq ft.
Parcel 2 is proposed at 5,217 sq ft (excluding panhandle); 7,117 sq ft (including panhandle)
These criteria are met.
Metro Planning, Inc. June 2022 Page 12
B. Double frontage lots/parcels shall be avoided, unless necessary to prevent access to residential development from
collector and arterial streets or to overcome specific topographic situations.
Response: The proposed parcels will conform to the minimum standards as specified for LDR (Low Density Residential)
development. Street frontage of the proposed parcels will not exceed double the minimum required for LDR single-
family homes on North/South streets (60 ft) and for LDR single-family homes on a Panhandle Lot (20 ft).
Street frontage for Parcel 1 is proposed at 60 feet.
Street frontage for Parcel 2 is proposed at 20 feet.
These criteria are met.
C. Panhandle lots/parcels shall comply with the standards specified in Sections 3.2-215 and 4.2-12OA. In the case of
multiple panhandles in Subdivisions, construction of necessary utilities to serve all approved panhandle lots/parcels
shall occur prior to recording the Plat.
Response: Complying with SDC 3.2-215 and SDC 4.2-120A, Parcels 1 and 2 will have driveway access via a shared 2d
wide easement, meeting panhandle frontage requirements as well as standard lot min/max driveway width
requirements. These criteria are met.
D. Block length for local streets is as specified in Section 4.2-10SD.4.
4. Block Length and Block Perimeter.
a. Block perimeter for all street classifications must not exceed the following maximums,
except as provided or exempted elsewhere in this Code or in an applicable Refinement Plan
or Plan District:
1. 1,400 feet in Mixed -Use Districts consistent with standards in Sections
3.2-62SE;
ii. 2,600 feet in industrial zoning districts
iii. 2,400 feet for multi -unit development subject to Section 3.2-24OA; and
iv. 1,600 feet in other zoning districts.
Response: The proposed Tentative Partition Plan utilizes an existing street network. This code section is not applicable
Land Divisions: Tentative Plan Submittal SDC 5.12-120
A Tentative Plan application shall contain the elements necessary to demonstrate that the provisions of this Code are
being fulfilled.
EXCEPTION: In the case of Partition applications with the sole intent to donate land to a public agency, the Director,
during the Pre -Submittal Meeting, may waive any submittal requirements that can be addressed as part of o future
development application.
Metro Planning, Inc. June 2022 Page 13
A. General Requirements.
1. The Tentative Plan, including any required Future Development Plan, shall be prepared by an Oregon
Licensed Professional Land Surveyor on standard sheets of 18"x 24". The services of an Oregon Licensed
Professional Engineer may also be required by the City in order to resolve utility issues (especially stormwater
management, street design and transportation issues), and site constraint and/or water quality issues.
Response: The Tentative Subdivision Plan has been prepared by Ryan Erickson, PLS of EGR & Associates, and Eric
Favreau, P. E. of Favreau Engineering, ensuring this plan has adequately and comprehensively address all standards and
requirements of this Code, including stormwater management, street design, and site constraint/water quality issues.
2. The scale of the Tentative Plan shall be appropriate to the area involved and the amount of detail and data,
normally 1"= S0; 1"= 100; or 1" = 200'.
Response: The scale of the Tentative Plan is 1" = 20'; which is appropriate to the size of the development site and the
amount of data needing to be shown.
3. A north arrow and the date the Tentative Plan was prepared.
Response: A north arrow and date are included on the plans that are included with this application.
4. The name and address of the owner, applicant, if different, and the Land Surveyor and/or Engineer who
prepared the Partition Tentative Plan.
Response:
Property Owner: Michael Covalt, Bash Residential, LLC, 12600 SW 72nd Ave. #140, Tigard, OR 97223.
Applicant: Rich Lorimar, Bash Residential, LLC, 12600 SW 72nd Ave. 8140, Tigard, OR 97223.
Land Surveyor: Ryan Erickson, PLS of EGR & Associates.
Engineer: Eric Favreau, P.E. of Favreau Engineering.
Also see Tentative Partition Plan drawing set.
S. A drawing of the boundaries of the entire area owned by the partitioner or sub -divider of which the
proposed land division is a part.
Response: A thicker, black line is drawn around the subject property to easily show the area owned by the partitioner.
6. City boundaries, the Urban Growth Boundary (UGB) and any special service district boundaries or railroad
right -of --way, which cross or abut the proposed land division.
Response: No city limit, UGB, or railroad rights-of-way are adjacent to the subject property.
7. Applicable zoning districts and the Metro Plan designation of the proposed land division and of properties
within 100 feet of the boundary of the subject property.
Response: The subject property is Springfield LDR (Low Density Residential) and designated L (Low Density Residential)
in the Metro Plan.
Metro Planning, Inc. June 2022 Page 14
S. The dimensions (in feet) and size (either in square feet or acres) of each lot/parcel and the approximate
dimensions of each building site, where applicable, and the top and toe of cut and fill slopes to scale.
Response: The proposed parcel sizes and dimensions of each building site are clearly labeled on the Tentative Partition
Plan drawing set.
9. The location, outline to scale and present use of all existing structures to remain on the property after
platting and their required setbacks from the proposed new property lines.
Response: There are no existing structures on the property.
10. The location and size of existing and proposed utilities and necessary easements and dedications on and
adjacent to the site, including but not limited to sanitary sewer mains, stormwater management systems,
water mains, power, gas, telephone, and cable TV. Indicate the proposed connection points.
Response: All existing and proposed utilities and connection points, and necessary easements are indicated on the
Tentative Partition Plan drawing set.
11. The locations widths and purpose of all existing orproposed easements on and abutting the proposed land
division, the location of any existing or proposed reserve strips.
Response: All public and private proposed easements are clearly indicated on the Tentative Partition Plan drawing set.
12. The locations of all areas to be dedicated or reserved for public use, with the purpose, condition or
limitations of the reservations clearly indicated.
Response: There are no areas being dedicated or reserved for public use. This requirement is not applicable.
B. A Site Assessment of the Entire Development Area. The Site Assessment shall be prepared by an Oregon Licensed
Landscape Architect or Engineer and drawn to scale with existing contours at Ifoot intervals and percent of slope that
precisely maps and delineates the areas described below. Proposed modifications to physical features shall be clearly
indicated. The Director may waive portions of this requirement if there is a finding that the proposed development will
not have an adverse impact on physical features or water quality, either on the site or adjacent to the site.
Information required for adjacent properties may be generalized to show the connections to physical features. A Site
Assessment shall contain the following information.
Response: The Site Assessment of the subject property was performed by Ryan Erickson, PLS, and Eric Favreau, P. E. of
Favreau Engineering, and includes all the General Requirements, Site Assessment items, and Stormwater items. See
attached Tentative Subdivision Plan drawing set.
1. The name, location, dimensions, direction of flow and top of bank of all watercourses that are shown on
the Water Quality Limited Watercourses (WLQW) Map on file in the Development Services Department
Response: There are no watercourses shown on the Water Quality Limited Watercourses Map that encumber the
subject property; this requirement is not applicable.
Metro Planning, Inc. June 2022 P a s e 15
2. The 100year floodplain and floodway boundaries on the site, as specified in the latest adopted FEMA
Flood Insurance Maps or FEMA approved Letter of Map Amendment or Letter of Map Revision;
Response: The subject property is located outside of the 500 -year floodplain and floodway boundaries as indicated on
FIRM Map Number 41039C1161F dated lune 2, 1999; this requirement is not applicable.
3. The Time of Travel Zones, as specified in Section 3.3-200 and delineated on the Wellhead Protection Areas
Map on file in the Development Service Department,
Response: The subject property falls within the 2 -year Time of Travel zone for Wellhead Protection.
4. Physical features including, but not limited to significant clusters of trees and shrubs, watercourses shown
on the (WLQ W) Map and their riparian areas, wetlands, and rock outcroppings;
Response: There are no clusters of trees and shrubs, watercourses and riparian areas, wetlands, or rock outcroppings
within the boundaries of the subject property.
S. Soil types and water table information as mapped and specified in the Soils Survey of Lane County; and
Response: The Natural Resource Conservation Service (NRCS) Web Soil Survey indicates the soil type covering the
subject property consists of one -hundred percent (100%) Malabon-Urban land complex, with a depth to water table of
more than 80 inches. An infiltration test was performed by Eric Favreau, P.E. on 11/16/2021. The infiltration rate was
conservatively determined to be approximately 20'/hr. Therefore, per Mr. Favreau, for design purposes, it will be
assumed that infiltration rate will be 10"/hr.
6. Natural resource protection areas as specified in Section 4.3-117.
Response: There are no natural resource protection areas present on the subject property.
C. A Stormwater Management Plan drawn to scale with existing contours at 1 foot intervals and percent of slope that
precisely maps and addresses the information described below. In areas where the percent of slope is 10 percent or
more, contours maybe shown at S foot intervals. This plan shall show the stormwater management system for the
entire development area. Unless exempt by the Public Works Director, the City shall require that an Oregon licensed
Civil Engineer prepare the plan. Where plants are proposed as part of the stormwater management system, an
Oregon Licensed Landscape Architect may also be required. The plan shall include the following components:
1. Roof drainage patterns and discharge locations;
2. Pervious and impervious area drainage patterns,
3. 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 drainage -
ways to be retained,•
4. Existing and proposed site elevations, grades and contours, and
Metro Planning, Inc. June 2022 P a s e 16
5. Astormwater management system plan with supporting calculations and documentation as required in
Section 4.3-110 shall be submitted supporting the proposed system. The plan, calculations and
documentation shall be consistent with the Engineering Designs Standards and Procedures Manual to
allow staff to determine if the proposed stormwater management system will accomplish its purposes.
Response: Eric Favreau, P.E., has designed the stormwater management system plan utilizing two proposed soakage
trenches within the driveway, with one located on parcel one sized at 12' x 8' x 7' and one located on parcel two sized at
16' x 3' x 7, as well as two soakage trench vegetation (grassy) ribbons running lengthwise at 5d x 3' on the shared
driveway. The plan, calculations, and documentation are provided in detail on the Tentative Partition Plan drawing set as
well as separately for ease of review by city staff.
D. A Response to Transportation issues complying with the provisions of this Code.
1. The locations, condition, e.g., fully improved with curb, gutter and sidewalk, AC mat, or gravel, widths and
names of all existing streets, alleys, or other rights-of-way within or adjacent to the proposed land
division;
Response: The subject property has frontage on 31s' Street. There is an existing 6d right-of-way on 31st St, with 35' of
paved roadway. There is no existing curb, gutter or sidewalk.
2. The locations, widths and names of all proposed streets and other rights -of --way to include the
approximate radius of curves and grades. The relationship of all proposed streets to any projected streets
as shown on the Metro Plan, including the TransPlan, any approved Conceptual Development Plan and the
latest version of the Conceptual Local Street Map;
Response: There are no proposed streets or other rights-of-way adjacent to the subject property.
3. The locations and widths of all existing and proposed sidewalks, pedestrian trails and acressways,
including the location, size and type of plantings and street trees in any required planter strip;
Response: There are no existing or proposed sidewalks, pedestrian trails and acces sways.
4. The location of existing and proposed traffic control devices, fire hydrants, power poles, transformers,
neighborhood mailbox units and similar public facilities, where applicable;
Response: As indicated in the'Notes' section of the Tentative Partition Plan drawing set, the nearest fire hydrant is
located approximately 242 feet north of the Northwest corner of the subject property. Power pole locations are shown.
See attached Tentative Partition Plan drawing set for further details.
5. The location and dimensions of existing and proposed driveways, where applicable;
Response: The proposed driveway for both parcels is a 20' wide Shared Access and Utility Easement. Meeting
requirements for a 2 -lot partition with one panhandle lot, the shared driveway is 20' wide at street frontage and will
taper to the minimum required 12'. See attached Tentative Partition Plan drawing set.
Metro Planning, Inc. June 2022 Page 17
6. The location of existing and proposed street lighting: including the type, height and area of illumination;
Response: All existing street lighting, including type and luminaire height, is indicated on the Tentative Partition plan
drawing set. No additional streetlights are proposed.
7. The location of existing and proposed transit facilities;
Response: The nearest transit facility is located on the South side of Olympic Street west of 28th Street and served by
Lane Transit District (LTD) Route 18.
R. Acopy of a Right-of-way Approach Permit application where the property has frontage on an Oregon
Department of Transportation (ODOT) facility; and
Response: 31st Street is a city street and does not have frontage on an ODOT facility.
9. ATraffic Impact Study prepared by a Traffic Engineer, where necessary, as specified in Section 4.2-10SA.4.
Response: Based on the Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition, single-family
detached houses have an average trip generation rate of 9.44 vehicles daily and .99 peak hour trips. A single-family
dwelling on each of the two parcels proposed generating 9.44 trips per parcel per day results in fewer peak hour or
average daily trips necessary for a Traffic Impact Analysis to be required.
E. AFuture Development Plan. Where phasing and/or lots/parcels that are more than twice the minimum lot/parcel
size are proposed, the Tentative Plan shall include a Future Development Plan that:
Response: No Future Development Plan is necessary as neither proposed parcel exceeds twice the minimum area
requirement.
F. Additional information and/or applications required at the time of Tentative Plan application submittal shall
include the following items, where applicable:
1. Abrief narrative explaining the purpose of the proposed land division and the existing use of the property,•
Response: The purpose of this proposed two -parcel partition is residential use. Two single-family dwellings will occupy
each new parcel. The entirety of this document serves as a written narrative explaining the purpose of the proposed
two -parcel partition and the existing use of the subject property.
2. If the applicant is not the property owner, written permission from the property owner is required,
Response: The attached application form is signed by the property owner.
3. AVicinity Map drawn to scale showing bus stops, streets,driveways,pedestrian connections, fire hydrants
and other transportation/fire access issues within 200 feet of the proposed land division and all existing
Partitions or Subdivisions immediately adjacent to the proposed land division,
Response: Avicinity map is shown on the Proposed Tentative Partition Plan drawing set.
Metro Planning, Inc. June 2022 P a s e 18
4. How the Tentative Plan addresses the standards of any applicable overlay district;
Response: There are no overlay districts applicable to the subject property.
S. How the Tentative Plan addresses Discretionary Use criteria, where applicable;
Response: Single-family residential is a permitted use in Springfield LDR (Low Density Residential). No Discretionary Use
Permit is required.
6. A Tree Felling Permit as specified in Section 5.19-100,•
Response: No trees will be felled as a part of this application.
7. AGeotechnical Reportfor slopes of 15 percent or greater and as specified in Section 3.3-500, and/or if the
required Site Assessment in Section 5.1-21208. indicates the proposed development area has unstable
soils and/or high water table as specified in the Soils Survey of Lane County;
Response: No Geotechnical Report is required as the subject property consists of slopes less than 5%. NRCS Soil
Classification maps identify this site as having Class C Soils. Soil Type M alabon-U rban land complex #76. The soil is well -
draining soil ideal for urban development. The depth to water table is more than 80 inches.
See attached Infiltration Test performed by Eric Favreau, PE.
8. An Annexation application as specified in Section 5.7100 where a development is proposed outside of the
city limits but within City's urban growth boundary and can be serviced by sanitary sewer,•
Response: The subject property is located within the Springfield City limits.
9. Awetland delineation approved by the Department of State Lands shall be submitted concurrently where
there is a wetland on the property,•
Response: There are no existing wetlands on the subject property.
10. Evidence that any required Federal or State permit has been applied for or approved shall be submitted
concurrently;
Response: No Federal or State permits are required with this Tentative Partition application.
11. All public improvements proposed to be installed and to include the approximate time of installation and
method offnancing;
Response: There are no proposed public improvements with this proposed partition application.
12. Proposed deed restrictions and a draft of a Homeowner's Association Agreement, where appropriate;
Response: No deed restrictions or Homeowner's Associations are proposed.
Metro Planning, Inc. June 2022 P a s e 19
13. Cluster Subdivisions shall also address the design standards specified in Section 3.2230,
Response: This application is for a Tentative Partition and not a Cluster Subdivision.
14. Where the Subdivision of a manufactured dwelling park or mobile home park is proposed, the Director may
waive certain submittal requirements specified in Subsections A. through M. However, the Tentative Plan shall
address the applicable standards listed under the park Subdivision approval criteria specified in Section 5.12-
125.
Response: This application is for a Tentative Partition and not a manufactured dwelling park or mobile home park
Subdivision.
Land Divisions SDC 5.12-125 Tentative Plan Criteria
The Director shall approve or approve with conditions a Tentative Plan application upon determining that all applicable
criteria have been satisfied. If conditions cannot be attached to satisfy the approval criteria, the Director shall deny the
application. In the case of Partitions that involve the donation of land to a public agency, the Director may waive any
approval criteria upon determining the particular criterion can be addressed as part of a future development application.
A. The request conforms to the provisions of this Code pertaining to lot parcel size and dimensions.
Response: The subject property is located on a North-South street. Proposed Parcel 1 falls under the criteria
requirements of a single-family dwelling in LDR zoning on a North/South street. Proposed Parcel 2 falls under the criteria
requirements of a single-family dwelling on a Panhandle lot. See below for specific details for each parcel.
Lot Size:
The minimum lot/parcel size for a Standard lot on a North/South is 5,000 sq ft.
The minimum loll parcel size for a Panhandle lot is 4,500 sq ft.
Proposed parcel 1 is a Standard North/South parcel and meets requirements at 5,670 sq ft.
Proposed parcel 2 is a Panhandle lot and meets requirements at 7,117 sq ft (including panhandle); 5,217 sq ft (excluding
panhandle).
Lot Frontage:
The minimum street frontage for Lots/Parcels on a North/South street is 60 ft. The minimum street frontage required
for a panhandle parcel is 20 feet.
Proposed parcel 1 has 60 ft of street frontage.
Proposed parcel 2 has 20 ft of street frontage.
Metro Planning, Inc. June 2022 P a e 110
8. The zoning is consistent with the Metro Plan diagram and/or applicable Refinement Plan diagram, Plan District
map, and Conceptual Development Plan.
Response: The zoning of the subject property is Low -Density Residential. In the Metro Plan, this area is designated as
Low -Density Residential. The minimum density in the LDR zone is 6 units per acre and the maximum is 14. The proposed
development is 2 units per.30 acres, with the requirement being at least 1.8 units.
C. 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 public improvements shall be available to serve the site at the time of development, unless
otherwise provided for by this Code and other applicable regulations. The Public Works Director or a utility
provider shall determine capacity issues.
Response: Capacity requirements of public and private facilities, street and traffic safety controls will not be exceeded. No
public improvements are proposed.
D. The proposed land division shall comply with all applicable public and private design and construction
standards contained in this Code and other applicable regulations.
Response: The proposed Tentative Partition Plan shall comply with all applicable public and private design and
construction standards contained in this SDC, and all applicable requirements and regulations.
E Physical features, including, but not limited to: steep slopes with unstable soil orgeologic conditions, areas
with susceptibility of flooding; significant clusters of trees and shrubs; watercourses shown on the WQLW Map
and their associated riparian areas, other riparian areas and wetlands specified in Section 4.3-117,• 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.
Response: There are no significant physical features on the subject property.
F. 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.
Response: The applicant is proposing one shared driveway for both parcels fronting 31" Street, and individual garages
on each parcel, to mitigate the number of driveways, to facilitate streamlined parking, and to avoid congestion for
vehicular, bicycle and pedestrian safety. The shared driveway fronts 31" Street providing access and connectivity to all
nearby areas.
Metro Planning, Inc. June 2022 Page 111
G. Development of any remainder of the property under the some ownership can be accomplished as specified in
this Code.
Response: The applicant acknowledges and accepts the terms under this condition.
H. Adjacent land can be developed or is provided access that will allow its development as specified in this Code.
Response: All adjacent land is developed. This criterion is not applicable.
1. Where the Partition of property that is outside of the city limits but within the City's urbanizable area and no
concurrent annexation application is submitted, the standards specified below shall also apply.
Response: The proposed development is within the Springfield City limits.
J. Where the Subdivision of a manufactured dwelling park or mobile home park is proposed, the following
approval criteria apply:
Response: This tentative partition is not part of a manufactured dwelling park or mobile home park.
Metro Planning, Inc. June 2022 P ase 12
City of Springfield
225 Fifth Street
Springfield, OR 97477
Attn: Andrew Larson
September 13, 2022
Re: Incomplete Items- Pre -Submittal Checklist
Case Number: 811 -22 -000065 -PRE
Project: 2 -Parcel Partition
Site Address:1417 31" St., Spfid, OR 97478
Map & Tax Lot Number: 17-02-30-34-03501
Dear Andrew,
846 A STREET
SPRINGFIELD, OREGON 974T7
15411302-9830
W W W.MUROPIANNING.COM
Please accept this memo as supplemental to the written narrative addressing each of the City of Springfield Pre -
Submittal Checklist Completeness Review Items for the Lorimar 2 -Parcel Partition. The Proposed Tentative Partition Plan
written narrative and drawing set (attached) are updated to meet all completeness requirements.
Springfield City Staff Completeness Items are indicated below by dark blue text, bold and/or italic typeface; Applicant's
responses are indicated by black text and plain typeface.
City Planning Completeness Item Notes
1. The Title Report must be issues within 30 days of submittal, double check prior to submission.
Response: A recent title report is attached.
2. Minimum 7'Public Utility Easement along the entire frontage will be required. The shared stormwater facility
and lines will need their own easements and operations and maintenance agreement.
Response: A 7' PUE along the entire frontage on 31" Street, as well as easements for the shared stormwater facility are
indicated on the revised Tentative Partition Plan drawing set. The 0 and M agreement can be made a condition of
approval and will be created on the final plat.
3. Show the hydrant and power poles locations.
Response: Power pole locations are indicated on the revised Existing Conditions and Utilities Plan sheets. The distance of
the nearest fire hydrant to the subject property (242 feet from northwest corner of property line) is indicated in the
Notes section on both aforementioned plans (see Note 13), however it is too far away to show the location on the site
plans.
4. Show existing street lighting including type and height.
Response: There is one existing street light. It is a 55 Watt Cobra Style Low -Pressure Sodium bulb with a luminaire height
of 25-30'. The power pole with the street light is shown on the Existing and Utilities plan sheets.
S. Show the extent in which 31s` Street is paved and show driveway connection.
Response: This is now shown on the revised Tentative Partition Plan drawing set.
6. Show required street frontage improvements and specific details; Public Works.
Response: This is now shown on the revised Tentative Partition Plan drawing set.
7. Show Street trees and provide detail and size (2" caliper minimum) and type.
Response: No street tree exist. Two trees exist on the subject property and are indicated on the Tentative Partition Plan
drawing set.
S. Provide a utility plan showing size and location of all existing and proposed utilities. Ensure you work with
SUB water and electric prior to submittal to ensure capacity in the area can serve the 2 -parcel partition
including fire flows. This information must be submitted with Tentative submittal for staff to find compliance
with SDC 5.12-I2SC; please note any upgrade/requirements in the narrative.
Response: A Tentative Partition Plan Utilities sheet is included and shows the locations and sizes of all existing and
proposed utilities. SUB engineering ensured sufficient capacity in the area to serve the 2 -parcel partition.
Public Works Engineering Completeness Item Notes
1. Lot is in the 2 Year Time of Travel Zone.
Response: Narrative adjusted from 5 -Year ToTz to 2 -Year.
2. It is listed in the narrative, but not shown on the existing conditions plan.
Response: Time of Travel Zone is indicated in the Notes section on the Existing Conditions site plan.
3. A 7' PUE is required to be dedicated along 31s` Street AND with the shared stormwater facility a drainage
easement and no build area will be required on parcel 1. A sewer easement forservice to parcel will also
be needed.
Response: These items are completed and indicated on the Tentative Partition Plan drawing set.
4. No onsite service locations or routing is shown for utilities. All overhead utilities must be located
underground.
Response: All utilities are now shown on the Tentative Partition plan drawing set and will be located underground.
5. Only sanitary sewer is shown forexisting utilities, no power, telecom, water shown. Pavement limits of the
street on 31" not shown, the driveway is required to be paved from the existing edge of asphalt at least 18'
into parcel 2.
Response: All items are now indicated on the Tentative Partition Plan drawing set.
6. While referenced in the narrative, no stormwater information presented. A report with the infiltration tests
and the calculations is required. An infiltration test of 10" is claimed but only be used if the planting
medium for the rain garden can be shown to infiltrate at that rate, typically this medium is 2-3 inches an
hour. No grading or treatment calculations provided for the driveway. A detailed cross section and planting
plan is required for the rain garden, as is an O and M agreement. This agreement and maintenance will be
the sole responsibility of parcel l since it is entirely contained on parcel l and will require an easement.
Response: All stormwater information, including infiltration test results, calculations, plans and detailed cross sections
are attached and have been tentatively approved by Public Works.
If there are any questions or concerns regarding the above Memo Items, or regarding any parts of this Tentative
Subdivision application, please do not hesitate to contact me via email or by phone.
Sincerely,
Katie Keidel
Associate Planner
Metro Planning, Inc
kkeidel C@ metroolanni n¢. com
(541)302-9830
20' ACCESS AND UTILITY EASEMENT
13' DRIVEWAY
1' 3'
3' S. 3'
3'
1'
RIBBON RIBBON
4" AC
2%
2% 2%
-.-
2%
12" CR
I
III III II -III I
I
III
NATIVE SOIL III
III
3/4"-0 TRENCH
BACKFILL(TYP)
10' MIN BETWEEN WATER ANDWW
WASTEWATER
WATER
LATERAL
LATERAL
SOAKAGE TRENCH
PER DETAIL
1417 31 st ST PARTITION
DRIVEWAYDETAIL
NO SCALE
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DATE: 711522
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1417 31ST ST PARTITION
TL: 17,02-30-34,03501
IF
DRIVEWAY DETAIL
FAVREAU ENGINEERING
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SCALE=N.T.S.
SIM FORM: 2014 (Simplified Approach for Stormwater Management)
Application 1417 31st St Partition Building Permit #
Address 1417 31st St
Springfield, OR 97478 Residential/ ommercial
Tax Lot# 17-02-30-34-03501 lore �e
NRCS Soil Type or
Measured Infikraiton Rate 1 07h
Facility Sizine for Water Quality and Flow Control
Surface Facilities
Facility Sizing
Sizing Factor Faclity Surface Area
Total Proposed New or Replaced Impervious Surface Area
sf
1755 Box 1
Impervious Area Reduction
sf
x 0.07 =
Permeable Pavements sf
sf
x 0.07 =
Eco -Roof sf
Quality, Flow Control and Flood Control "' Only for use in Type A & B Soils
Contained Planter sf
Surface Facilities
Impervious Area Managed
Tree Credit sf
Rain Garden
sf
x 0.13 =
Stormwater Planter
sf
Total Impervious Area Reduction
Sand Filter
> Box 2
F1755
Total Impervious Area Requiring Stormwater Managemment
Box
(Box 1- Box 2)
Facility Sizine for Water Quality Only
Surface Facilities Impervious Area Managed
Sizing Factor
Faclity Surface Area
Rain Garden sf x
0.05 =
Stormwater Planter sf x
0.03 =
Swale sf x
0.06 =
Vegetated Filter Strip 1755 sf x
0.2 =
351
Sand Filter sf x
0.03 =
Facility Sizine for Water Quality and Flow Control
Surface Facilities
Impervious Area Managed
Sizing Factor Faclity Surface Area
Rain Garden
sf
x 0.11 =
Stormwater Planter
sf
x 0.07 =
Sand Filter
sf
x 0.07 =
Facility Sizing for Water
Quality, Flow Control and Flood Control "' Only for use in Type A & B Soils
Surface Facilities
Impervious Area Managed
Sizing Factor Faclity Surface Area
Rain Garden
sf
x 0.13 =
Stormwater Planter
sf
x 0.11 =
Sand Filter
sf
x 0.11 =
Sum of Total 1755
Impervious Area Managed Box
(Box 4 must be equal or
greater than Box 3)
Point of Discharge (check one)
Overflow to gutter (weephole)
Overflow to public storm drain pipe
Overflow to Open Drainage
Subsurface lnfiltmtion 9X
2014 SIM FORM: Tree Credit and Rainwater Harvesting Worksheet
See "Tree Credits" section for more information regarding the use of Reesto meet StorrowMer Impervious Area Reduction.
New Evergreen Trees
To receive Impervious Area Reduction Credit, new evergreen trees must be planted within 25 feet of the new or replaced impervious
surfaces. New trees cannot be credited against rooftop areas. Minimum tree height (at the time of planting) to receive credit is 6 feet
Enter number of new evergreen trees that meet qualification requirements in Box A H
Bo%A
Multiply Box A by 200 and enter result in Box B Box B
New Deciduous Trees
To receive Impervious Area Reduction Credit new large deciduous trees must be planted within 25 feet of the newer replaced
impervious surfaces and new small deciduous trees must be plants! within 10 feet of new or replaced impervious Surfaces. New
trees cannot be credited against rooftop areas. Minimum tree caliper (at the time of planting) to receive credit is 2 inches.
Enter number of new deciduous trees that meet qualification requirements in Box C Box C
Multiply Box C by 100 and enter result in Box D Box D
Existing Tree Canopy
To receive Impervious Area Reduction Credit existing large tree carppies must be within 25 feet and existing small tree canopies
must be within 10 feet of ground level impervious surfaces (cannot be credit against roof top surfaces). Existing tree campy
credited towards Impervious Area Reduction must be preserved during and after construction throughout the life of the development.
Minimum tree caliper to receive credit is 4 inches. No credit will be given to existing tree canopy located within environmental
conservation areas.
Enter square footage of existing tree canopy that meet qualification requirements in Box E. F—]BoxE
Multiply Box Eby 0.5 and enter result in Box F. JBox F
Total Tree Credit
Add Boxes B, D and F and enter the result in Box G Box G
Multiply Box I of Form SIM by 0.1 and enter the result in Box H.
Enter the lesser of Box G and H in Box 1. mals Is the amount to be entered as "nee Credits on Form SIM.)
SIM FORM 2014 Instructions
1. Enter square footage (sf) of total impervious area being developed into BOX 1.
2. Enter square footage(sf) for impervious area reduction techniques.
3. Enter sum of the impervious area reduction techniques into BOX 2.
4. Subtract BOX 2 from BOX 1 to find BOX 3, the amount of impervious area that requires stormwater management.
5. Select appropriate stormwater management facilities.
6. Enter the square footage of impervious area managed that will flow into each facility type.
7. Multiply each impervious area managed by the corresponding sizing factor. Enterthis area as the facility surface area,
This is the size of faclity required to manage runoff
9. Where selecting facilities that will overflow, select the point of discharge location.
10. Enterthe sum of the total of all the impervious area managed into BOX 4. BOX 4 must be greaerthan or equal to BOX 3.
1 , 1
EfJGINEERING
SOAKAGE TRENCH CALCULATIONS FOR
1417 319 St Partition - Parcel
DRAINAGE AREA =
AVERAGE RUNOFF COEFFICIENT (C) _
LENGTH OF DRYWELL=
WIDTH OF DRYWELL=
DEPTH OF DRYWELL =
VOID RATIO OF DRYWELL=
AVERAGE PERMEABILITY OF SOIL =
SURFACE AREA OF BOTTOM =
SURFACE AREA OF SIDES =
OUTFLOW CAPACITY OF DRYWELL =
MAXIMUM STORAGE CAPACITY OF DRYWELL =
DRYWELL VOLUME= 12.4 CUBIC YARDS
Favreau Engineering, LLC
2206 Country Haven Dr
Eugene, OR 97408
(541)556-4425
2,000 SO. FT.= 0.046 ACRES
0.90
16 FEET
3 FEET
7 FEET
31%
10.00 INCHES/HR See Infiltration Report by:
48 SO. FT. Attached
266 SO. FT.
40.0 CU. FT./HR= 4.99 GALLONS PER MINUTE
104.16 CU. FT. OF WATER
25YEAR TOTAL
RECURRENCE RAINFALL TOTAL OUTFLOW
DURATION DURATION RAINFALL DURING STORM EVENT FROM STORAGE
OFSTORM OFSTORM INTENSITY STORM RUNOFF DRYWELL REQUIRED DRYWELL
IN MINUTES IN HOURS IN/HR INCHES CU. FT. CU. FT. CU, FT. SIZING
5 0.0B 3.45 0.29 43 3 40 OK
10 0.17 2.37 0.40 59 7 53 OK
15 0.25 1.90 0.4B 71 10 61 OK
20 0.33 1.56 0.52 78 13 65 OK
30 0.50 1.36 0.68 102 20 82 OK
60 1.00 0.81 0.81 122 40 82 OK
120 2.00 0.56 1.12 16B 80 8B OK
180 3.00 0.49 1.47 221 120 101 OK
240 4.00 0.44 1.76 264 160 104 OK
360 6.00 0.37 2.22 333 240 93 OK
480 8.00 0.34 2.72 40B 320 8B OK
600 10.00 0.31 3.10 465 400 65 OK
720 12.00 0.28 3.36 504 480 24 OK
900 15.00 0.25 3.75 563 600 EMPTY OK
1,080 18.00 0.23 4.14 621 720 EMPTY OK
1,260 21.00 0.22 4.62 693 840 EMPTY OK
1,440 24.00 0.21 5.04 756 960 EMPTY OK
PROFFss
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FINISH GRADE
ORUN ROCK WMPFED IN RLMR FABRIC NOT BOTTOM F
D
_
61
CATCH
_
CATCH WIDTH=3'
SCB1238-BL
SOAKAGE TRENCH NOTES:
1. SOAKAGE TRENCH = 16'X 3'X TOR EQUIVALENT SQUARE FOOTAGE.
2. TOTAL IMPERVIOUS AREA DRAINED= 2,000 SQUARE FEET.
3. SEETHE CITY OF EUGENE STORMWATER MANAGEMENT MANUAL FOR ADDITIONAL INFORMATION.
4. FILTER FABRIC MUST BE ONE OF THE FOLLOWING TYPES/BRANDS: LINO 125EX; LINO TYPAR3201;
TNS E040; TNS ROSE; TNS R040; TNS R042; AMOCO 4535; MARAFI 14ONL.
5. DRAINAGE ROCK SHALL BE A MINIMUM 2 1/2" TO 1 1/2" DRAIN ROCK.
8. THE PIPE WITHIN THE TRENCH SHALL EITHER BE PVC D2729 OR HDPE LEACH FIELD PIPE.
7. THE TRENCH BOTTOM IS TO BE INSTALLED LEVEL IN ALL DIRECTIONS.
8. BOTTOM OF FACILITY TO BE LOCATED WITHIN BAR RUN MATERIAL, WHICH WAS ENCOUNTERED
APPROXIMATELY 8' DEEP DURING INFILTRATION TESTING.
SOAKAGE TRENCH DESIGN FOR
141731ST ST, SPRINGFIELD - PARCEL 2
NO SCALE
1417 31ST ST PARTITION
PARCEL2
SOAKAGE TRENCH DETAIL
1 , 1
EfJGINEERING
SOAKAGE TRENCH CALCULATIONS FOR
1417 31st St Partition - Parcel 1 (House+ Dflwmy)
DRAINAGE AREA =
AVERAGE RUNOFF COEFFICIENT (C) _
LENGTH OF DRYWELL=
WIDTH OF DRYWELL=
DEPTH OF DRYWELL =
VOID RATIO OF DRYWELL=
AVERAGE PERMEABILITY OF SOIL =
SURFACE AREA OF BOTTOM =
SURFACE AREA OF SIDES =
OUTFLOW CAPACITY OF DRYWELL =
MAXIMUM STORAGE CAPACITY OF DRYWELL =
DRYWELL VOLUME= 24.9 CUBIC YARDS
Favreau Engineering, LLC
2206 Country Haven Dr
Eugene, OR 97408
(541)556-4425
3,700 SQ. FT.= 0.085 ACRES
0.90
12 FEET
8 FEET
7 FEET
31%
10.00 INCHES/HR See Infiltration Report by:
96 SQ. FT. Attached
280 SQ. FT.
80.0 CU. FT./HR= 9.97 GALLONS PER MINUTE
208.32 CU. FT. OF WATER
25YEAR TOTAL
RECURRENCE RAINFALL TOTAL OUTFLOW
DURATION DURATION RAINFALL DURING STORM EVENT FROM STORAGE
OFSTORM OFSTORM INTENSITY STORM RUNOFF DRYWELL REQUIRED DRYWELL
IN MINUTES IN HOURS IN/HR INCHES CU. FT. CU. FT. CU. FT. SIZING
5 0.0B 3.45 0.29 80 7 73 OK
10 0.17 2.37 0.40 110 13 96 OK
15 0.25 1.90 0.4B 132 20 112 OK
20 0.33 1.56 0.52 144 27 118 OK
30 0.50 1.36 0.68 189 40 149 OK
60 1.00 0.81 0.81 225 80 145 OK
120 2.00 0.56 1.12 311 160 151 OK
180 3.00 0.49 1.47 408 240 168 OK
240 4.00 0.44 1.76 488 320 168 OK
360 6.00 0.37 2.22 616 480 136 OK
480 8.00 0.34 2.72 755 640 115 OK
600 10.00 0.31 3.10 880 800 60 OK
720 12.00 0.28 3.36 932 960 EMPTY OK
900 15.00 0.25 3.75 1,041 1,200 EMPTY OK
1,080 18.00 0.23 4.14 1,149 1,440 EMPTY OK
1,260 21.00 0.22 4.62 1,282 1,680 EMPTY OK
1,440 24.00 0.21 5.04 1,399 1,920 EMPTY OK
PROFFss
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4" DIA OPEN
FINISH GRADE GRATEMAEANOUT
DETAIL
6' SOLID PIPE 111 6' PERFORATED PIPE
'e. DMN FCC AAWIM IN FILTER FMRF VTBDTTOM F
IENGTH=1r
ORENCO CATCH h WIDTH=O'
BASIN MODEL
SCB1238-BL
SOAKAGE TRENCH NOTES:
1. SOAKAGE TRENCH= 12' X8' X TOR EQUIVALENT SQUARE FOOTAGE.
2. TOTAL IMPERVIOUS AREA DRAINED = 3,700 SQUARE FEET.
3. SEE THE CITY OF EUGENE STORMWATER MANAGEMENT MANUAL FOR ADDITIONAL INFORMATION.
4. FILTER FABRIC MUST BE ONE OF THE FOLLOWING TYPES/BRANDS: LINO 125EX; LINO TYPAR3201;
TNS E040; TNS R035; TNS R040; TNS R042; AMOCO 4535; MARAFI 140NL.
5. DRAINAGE ROCK SHALL BE A MINIMUM 21/2" TO 1 1/2" DRAIN ROCK
8. THE PIPE WITHIN THE TRENCH SHALL EITHER BE PVC D2729 OR HDPE LEACH FIELD PIPE.
7. THE TRENCH BOTTOM IS TO BE INSTALLED LEVEL IN ALL DIRECTIONS.
8. BOTTOM OF FACILITYTO BE LOCATED WITHIN BAR RUN MATERIAL, WHICH WAS ENCOUNTERED
APPROXIMATELY 8' DEEP DURING INFILTRATION TESTING.
SOAKAGE TRENCH DES/GN FOR
141731ST ST, SPRINGFIELD -PARCEL I+ DWY
NO SCALE
PR
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1417 31ST ST PARTITION DATE: 9/12/22 -led IF
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PARCEL 1 + DRIVEWAY TL: 17,02-30-34,03501
SOAKAGE TRENCH DETAIL FAVREAU ENGINEERING ERF® gpyg
SCALE=N.TS.