Public Testimony – Open Record Part 3 – July 31 to August 14, 2024

City of Eugene 180 West 8th Avenue, Ste. 200 Eugene, OR 97401 541-682-5264 EC 9.6815 Street Connectivity: As discussed in the findings and the conditions of approval found under EC 9.6815 in the staff report for PDT 24-01, the proposed PUD can comply with this criterion. The applicant has submitted an additional memorandum dated July 31, 2024, demonstrating that a public street connection from the existing intersection of Randy Lane and Blacktail Drive then connecting to Hawkins Lane cannot comply with City of Eugene standards (PIDS Manual section 2.05(J)(4)) related to maximum allowable slopes. The secondary access standards at EC 9.6815(2)(d) are satisfied by the proposed construction of emergency vehicle turn arounds at the terminus of the proposed street system within the development site. The secondary access standards are also satisfied by the existing intersection of Randy Lane and Blacktail Drive, which will allow for access to the existing street system to the north (Hawkins Lane) to the east (Blacktail Drive) and to the west (Timberline Drive). EC 9.6790-9.6797 Stormwater: As discussed in the findings and the conditions of approval found under EC 9.6790-9.6797 in the staff report for PDT 24-1, the proposed PUD can comply with this criterion. Additionally, the applicant has submitted an updated memorandum dated July 31, 2024. In the updated memo, the applicant further elaborates on any differences between the applicant’s current stormwater report and the previous stormwater report (PDF 03-1). As noted in the applicant’s updated memo, the previous stormwater report analyzed a basin area of 30.23 acres, while the applicant’s stormwater report analyzes a basin area of 12.39 acres which would account for the differences in the Time of Concentration (PDF 03-1, 39.3 minutes compared to PDT 24-1, 17 minutes). As discussed in the staff report, the proposed stormwater system has been sized in order to detain runoff from the proposed private streets, shared driveways and with the assumption factor that each lot will have 20% of its square footage consist of impervious surface. Due to the possibility of Middle Housing permitted under the State’s Middle Housing Model Code on the future lots of the proposed PUD, the future development of Middle Housing may result in a greater surface area of impervious surface then assumed in the original stormwater memo (30%). However, under the State Model Code the impervious surface area may exceed the assumed impervious surface coverage because it allows middle housing to be developed to the Floor Area Ratio limits included in the Model Code. The updated stormwater report notes that “To detain this higher volume, more pipes would be added to the detention system. This approach is modular and easily scalable.” However, at this time the applicant has not submitted any further materials demonstrating the feasibility of this proposal. Based on the above findings PW staff recommends the following condition of approval: x The applicant shall submit an updated stormwater memo, demonstrating the feasibility of a proposed stormwater detentions system where the proposed lots are developed with Middle