(a) "Hillside area" as referred to in this chapter, means one with an average slope of more than 15%. The applicant shall submit sufficient detailed information as to geologic conditions, soil types and underground water level in order that a determination can be made by the City Engineer as to the safety of development of the particular location.
(b) When deemed necessary by the City Engineer, a geotechnical report by a qualified geotechnical engineer that addresses all factors pertinent to site stability, both present and future, will be required by the City, and shall include the following:
(1) Present stability evaluation. An evaluation of the present stability of the site, based on field exploration that may include test borings and lab testing and stability analysis.
(2) Future stability evaluation. An evaluation of the effect of the planned construction on stability of the site.
(3) Recommended strategies. Detailed strategies to ensure that existing or potential instabilities will be mitigated.
(4) Minimum requirements. The City Engineer shall have the authority to set minimum standards for the Geotechnical Report based on current engineering standards and site conditions.
(Ord. 16-19. Passed 9-16-19.)