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776 Irvington Drive Partition 11 Tentative Partition Application: Written Statement March 27, 2026 Schirmer Consulting, LLC · PO Box 10424, Eugene, OR 97440 · (541) 234-5108 Landscape Architecture + Land Use Planning (d) EC 9.6706 Development in Flood Plains through EC 9.6709 Special Flood Hazard Areas - Standards. The project site is not in a designated flood plain or special flood hazard area. This information was obtained from FIRM map #41039C1107F. The subject property is outside the 500-year flood. See attached FIRM map. (e) EC 9.6710 Geological and Geotechnical Analysis. (2) Geological and Geotechnical Analysis Required. Except for those activities exempted under EC 9.6710(3) Exemptions from Geological and Geotechnical Requirements, a geological and geotechnical analysis, prepared by an Oregon licensed Engineering Geologist or an Oregon licensed Civil Engineer . . . is required for any of the following: (a) All proposed tentative planned unit development, site review, or subdivision applications on properties with slopes equal to or greater than 5%. This proposal is for a partition. (b) All proposed development that includes dedication or construction of a public street or alley or the construction of a public drainage systems or public wastewater systems. This proposal is for a partition and does not include dedication or construction of a public street or alley or the construction of public drainage systems or public wastewater systems. No geotechnical analysis is required. (f) EC 9.6735 Public Access Required. (1) Except as otherwise provided in this land use code, no building or structure shall be erected or altered except on a lot fronting or abutting on a public street or having access to a public street over a private street or easement of record approved in accordance with provisions contained in this land use code. All lots front a public ROW, Stark Street and Irvington Drive. (2) Access from a public street to a development site shall be located in accordance with EC 7.420 Access Connections – Location. If a development will increase the development site’s peak hour trip generation by less than 50% and will generate less than 20 additional peak hour trips, the development site’s existing access connections are exempt from this standard. The development site’s peak hour trips will increase by at least 100% (1 lot is being divided into 2) and generate less than 20 additional peak hour trips therefore these standards apply. EC 7.420 Access Connections – Location. (1) Access Connections to all Street Classifications. Access connections to all street classifications shall be located in accordance with the following standards: (a) No access connection shall be located to encompass a municipal utility. An access connection may encompass a municipal utility if the applicant either: The existing access connection does not encompass a municipal utility. Any proposed access connection to Parcel 2 will be reviewed at time of building permit for compliance. (b) Except when an existing lot or parcel frontage is located entirely within an area where the adjacent street grade is over fifteen percent (15%) . . . Not applicable. The streets fronting each side of the partition are relatively flat. (c) If a parcel has frontage on two or more streets of different street classifications, the access connection shall access the street with the lowest classification. The access connection can access the street with the higher classification if the applicant can demonstrate (1), (2) or (3): After the partition each lot will have frontage on only 1 street. The access on Irvington Drive is existing. Parcel 2 will only have frontage on Stark Street and will take access from that street.