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2. The properties are located on the north side of Cloverdale Drive SE, at the terminus of the intersection of Cloverdale Drive SE and 39"' Ave SE. Two of the three properties are currently developed with a single family dwelling. The properties slope from west to east with an elevation change of approximately 130 feet. There are no mapped streams or flood zones on the properties. All properties are in the Sensitive Groundwater Overlay (SGO), and a portion of the northern property (tax lot 502) is in the Geohazard Overlay. 3. Adjacent properties in all directions except north are zoned AR and are developed with single-family homes and residential accessory structures. The property to the north is split zoned Special Agriculture (SA) and Exclusive Farm Use (EFU) and is in active farm use. AGENCY COMMENTS: 4. Marion County Tax Assessor's Office noted that a potential additional tax liability may exist which may need to be paid before a subdivision would be approved. According to ORS 92.095, all delinquent taxes and interest as well as taxes which have become a lien during the tax year must be paid before the plat shall be recorded. Public Works Land Development and Engineering (LDEP) requested that the following conditions be included in the staff report for consideration by the Planning Commission. ENGINEERING CONDITION Condition A — Prior to Plat approval, design, permit and construct a Cloverdale Road gravel shoulder widening improvement along the subject property frontage consisting of 5-foot wide x 8-inch deep compacted crushed rock shoulder and relocating the existing roadside drainage ditch outboard of the shoulder widening. Nexus is attributable to the anticipated increase on traffic brought about by the additional buildable parcels. The Condition is in keeping with MCC 17.110.780(A), 17.110.800, 17.172.320. Condition B —Prior to plat approval, design and construct a 20-foot wide private all-weather access road in substantial conformance with approved engineering plans as certified by the Engineer -of -Record, tie-in internal access from the parent dwelling to the aforementioned private road to be constructed, and under an Access Permit and in conjunction with the Permit for shoulder work described under PW Engineering Condition A, permanently close the existing Cloverdale Road access approach serving the parent dwelling and pave the shared access easement approach connection to Cloverdale Drive with hot mix asphalt. Condition C — Prior to plat approval, submit a stormwater attenuation plan for review and approval. If the system as designed will serve two or more parcels in aggregate, then it shall be constructed prior to plat approval. If addressed as an individual parcel exfrltration system, then a template design shall be provided, and each system shall then be constructed in conjunction with its respective dwelling, with said exfiltration system to be completed prior to issuance of a Certificate of Occupancy. Nexus is due to the creation of 0.5-acre or more of impervious surfaces, the sloping nature of the site, and to satisfy MCC 17.172.430. Condition D — Prior to plat approval provide a notarized Road Maintenance Agreement for the private access easement to be recorded concurrently with the subdivision plat. This is intended to satisfy MCC 17.172.340. ENGINEERING REQUIREMENTS E. In accordance with MCC 11.10, driveway approach connections to the public road must meet sight distance, design, spacing, and safety standards. The subject connection is the proposed private easement with Cloverdale Drive. The following access -related, numbered sub -requirements are applicable: