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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.