HomeMy WebLinkAboutApplication Applicant 5/25/2023�lty of Springfield
Development & Public Works
225 Fifth Street
Springfield, OR 97477
Development Initiation Meeting (DIM)
re
Name• Chad Saunders
SPHWGFIE D
Phone: 541-729-3486
Company: Wonclerwall Ventures LLC
E-mail:chadmsaunders@gmail.con
Address: PO Box 1553, Eugene OR 97440
Prospective Anthon Favreau
Applicant's Re .: y
Phone: 541-683-7048
Company: The Favreau Group, LLC
E-mail: favreaugroup@msn.con
Address: 3750 Norwich Ave., Eugene, OR 97408
Property owner: same as applicant
I Phone:
Company:
E-mail:
(Address:
ASSESSOR'S MAP NO: 17-02-31-24 ITAX LOT NOS
:11800
Property Address: 475 35th St.
Size of Pro ert: 20888
Acres Square Feet ❑1
Description of If you are filling in this form by hand, please attach your proposal description to this application.
Proposal: 3 -Lot Partition
Existing use: Single Family
# of Lots Parcels:3 Av . Lot Parcel Size:68a8
sf I Densi :8.4 du acre
Prospective
Applicant:-_
Date: ✓l/Z5�/ZJ},,3
Signature
Date:
Revised 07/20/22 sml of 4
Fee:
SAUNDERS TENTATIVE MAP NARRATIVE
May 25, 2023
Assessor's Map:
17-02-31-24 Tax Lot 11800
Applicants:
Chad Saunders
(541) 729-3486
Applicant's
Representative:
The Favreau Group
3750 Norwich Ave.
Eugene, OR 97408
541-683-7048
Attn: Tony Favreau
LAND USE REQUEST
The applicant proposes to divide the subject 0.47 acre property to create 3 lots and to provide
all necessary infrastructure to support the development. The proposed residential use and
density (6-14 dwelling units/acre) are consistent with the existing Low Density Residential (LDR)
zoning and the City's standards for development in the LDR zoning district, where a maximum
of 14 dwelling units/acre is permitted and the proposed is 7.7 units per acre.
The proposal does not include any improvements to 35" Street.
SITE AND SURROUNDING CHARACTERISTICS
The site is within an established Springfield residential neighborhood. The property is located at
475 35" St. and has an existing home situated towards the front of the property. The Northern,
Southern and Eastern property lines abut fully developed parcels with existing homes. The site
soils are 2226A- Awbrig Urban Land Complex, soil group D.
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 proposed lots meet the 4,500 sq. ft. minimum lot size and the 50 -foot street
frontage requirements for the north -south streets established by SDC. Parcel 1 is 6,563 s.f. with
74.00' of frontage. Parcel 2 is 7,036 s.f. panhandle with a 20' access easement. Parcel 3 is
7,067 s.f. panhandle with a 20' access easement.
B. The zoning is consistent with the Metro Plan diagram and/or applicable
Refinement Plan diagram, Plan District map, and Conceptual Development Plan.
Response: The property is zoned Low Density Residential (LDR). The Metro Plan diagram for the
subject property is LDR.
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:
a. Water: The proposed development is within the Springfield city limits and will receive
water service from the Springfield Utility Board (SUB). There is an existing 8"
waterline in 35th St.
b. Wastewater: There are 2 existing 8" wastewater systems. One in 35'" St. and one
along the east property line.
c. Stone Drain: There is an existing storm drain along the southerly property line.
d. Streets: 35th Street is fully built and no 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: See Response to part C.
E. Physical features, including, but not limited to: steep slopes with unstable soil or
geologic conditions; areas with susceptibility of flooding; significant clusters of trees
and shrubs; watercourses shown on the WOLW 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 97.740-7605 358.905-955 and 390.235-240, shall be protected as
specified in this Code or in State or Federal law.
Response: The Metro Area General Plan, Water Quality Limited Watercourse Map, State
Designated Wetlands Map, Hydric Soils Map, Wellhead Protection Zone Map, FEMA Maps, and
the list of Historic landmark sites have been consulted and with the exception noted below,
there are no features needing to be protected or preserved on this site. If any artifacts are
found during construction, there are state laws that could apply; ORS 97.740, ORS 358.905,
ORS 390.235. If human remains are discovered during construction, it is a Class "C" felony to
proceed under ORS 97.740.
The site is relatively level and drains to the north. The driveway will drain to a grass treatment
area in the middle of the driveway as shown. The required treatment area per the City of
Eugene SIM form is 148 s.f. and 177 s.f is provided. The houses on parcels 2 & 3 will have
individual soakage trenches on each parcel.
Criterion 6 is met. Physical features, including but not limited to significant clusters of trees and
shrubs, watercourses shown on the WQLW Map and their associated riparian areas, wetlands,
rock outcroppings, and historic features are not present on the site.
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: 35th Street is fully built and no improvements are proposed.
G. Development of any remainder of the property under the same ownership can be
accomplished as specified in this Code.
Response: There is no other adjoining property under the same ownership that can be
developed.
H. Adjacent land can be developed or is provided access that will allow Its
development as specified in this Code.
Response: There is no undeveloped land adjoining the property. Approval of the proposed
subdivision will not impede development of adjacent land.
I. 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: This does not apply
DIM Questions 475 35th St.
1. Can we sprinkle the lot 3 to avoid afire truck turnaround?
2. What is the minimum width for a driveway to access 2lots?
3. Does the city or fire department see any issues with our layout and design?
SIM FORM: 2014 (Simplified Approach for Stormwater Management)
Application Building Permit #
Address 475 35th St.
Residential/Commercial
Tax Lot# 17-02-31-24-11800 Icrc o.el
NRCS Soil Type or
Measured Infikraiton Rate
Facility Sizing
Facility Sizine for Water Ouality 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 =
FacilitySizing 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
Impervious Area Managed Box Point of Discharge (check one(
(Box 4 must be equal or
greater than Box 3) Overflow to gutter (weephole)
Overflow to public storm drain pipe
Overflow to Open Drainage
Subsurface Infiltration
Total Proposed New or Replaced Impervious Surface Area
2958 Box 1
Impervious Area Reduction
Permeable Pavements sf
Eco -Roof sf
Contained Planter sf
Tree Credit sf
Total Impervious Area Reduction
> Box 2
Total Impervious Area Requiring Stormwater Managemment2958
Box3
(eox 1-eox 2)
Facility Sizine for Water Quality Only
Surface Facilities Impervious Area Managed Sizing
Factor
Faclity Surface Area
Rain Garden 2958 sf x
0.05 =
148
Stormwater Planter sf x
0.03 =
Swale sf x
0.06 =
Vegetated Filter Strip sf x
0.2 =
Sand Filter sf x
0.03 =
Facility Sizine for Water Ouality 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 =
FacilitySizing 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
Impervious Area Managed Box Point of Discharge (check one(
(Box 4 must be equal or
greater than Box 3) Overflow to gutter (weephole)
Overflow to public storm drain pipe
Overflow to Open Drainage
Subsurface Infiltration
2014 SIM FORM: Tree Credit and Rainwater Harvesting Wor s eet
See "Tree Credits" section for more Information regarding the use of Reesto meet Stormwater Impervious Area Reduction.
New Evergreen Trees
To receive Impervious Area Reduction Credit, new evergreen trees must be planted within 25 feet of the oew, or replaced impervious
surfaces. New trees cannot be credited against rooftop areas. Minimum tree Might (at the time of planting) to receive credit is 6 feet
Enter number of new evergreen trees that meet qualification requirements in Box A BBo%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 carwpies must be within 25 feet and existing small tree canopies
must be within 10 feet ofground-level impervious surfaces(camet be credit against rooftop surfaces). Existing tree carwpy
credited towards Impervious Area Reduction must be preserved during and after construction throughout the life of the development
Minimum tree caliper m 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.
Box 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 tat amount to be entered as "Tree Credit" 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. Enter this 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. Enter the sum of the total of all the impervious area managed into BOX 4. BOX 4 must be greaer than or equal to BOX 3.