ALL SITE PLANS SUBMITTED WILL BE REQUIRED TO SHOW ANY KNOWN FILL SITES OR LANDSLIDE HAZARD AREAS.
The soil report shall include:
- A stamped letter from an Oregon licensed engineer with soils and geotechnical background
- Site address and map/taxlot #.
- Summary of site visit notes with soil types, soil bearing capacity, and test pit/boring locations indicated.
- Distance between the building foundation and tops/toes of slopes 20% or greater
- Observation of landslide and/or liquefaction risk
- If slopes are in excess of 20%, address the distance between the building foundation and the tops/toes of slopes.
- Suitability of foundation design, including stability for lateral (seismic) loading, as designed on the foundation plan, or stamped modifications to the foundation system to mitigate risk.
NOTE: Report recommendations for excavation, structural fill, drainage, and foundation design become requirements for the project. Coordination of the geotechnical requirements with structural engineering and/or design is the responsibility of the project applicant. Be aware that projects located in the floodplain will need to meet the Planning Department’s Conditions of Approval.
*Item 2 above will not be applicable to residential accessory structures less than 2000 square feet and one story in height and without a loft.