All site development activity permit applications for development activities where grading or the construction of retention facilities, detention facilities, or other stormwater facilities is proposed within two hundred feet of slopes steeper than thirty percent, or where the director deems that the proposed construction poses a potential hazard due to its proximity to a slope, shall, when required by the director, include a geotechnical analysis, prepared by a professional geotechnical engineer or licensed engineering geologist. The geotechnical analysis requirements vary depending on the amount of impervious area infiltrated on the project site and shall include a map of investigation and testing locations, soil characteristics, and depth to groundwater (if encountered), at a minimum. The geotechnical analysis may also require groundwater monitoring, characterization of infiltration receptor, groundwater mounding and seepage analysis, groundwater interception and infiltration, seepage, potential slip planes and changes in soil bearing strength.
(Ord. 540 (2016) § 4 (Att. 1) (part), 2016; Ord. 599 (2021) §§ 34, 53, 2021)