3431 NASSAU ST 2018-01-02 MF Import

materials or footing forms. Excavation and/or grading should be accomplished in such a manner as to allow the continued and controlled drainage throughout the site (GES Inc. 3/5/00 & 8/29/04). All recommendations and conditions of the reports prepared by GES Inc. shall be adhered to prior to and during site work. 4. The proposal uses construction techniques which minimize disruption of existing topography and natural vegetation. Representatives of GES Inc, will be on site to review certain stages of the site preparation and excavation. Site work shall only be done by contractors experienced with working around deep excavations and uncontrolled fill. The earthwork contractor shall be required to read both the main geotechnical report and the supplemental report. All foundation loads shall be carried upon undisturbed soil, and bearing soil b: confirmed by GES Inc. Due to the extent of uncontrolled fill on site, it ma- be necessary to raise bearing soil grades to help maintain uniform foundatl .•. `noting depth on site. Foundation placement on site shall be in accordance wish the design recommendations contained in the GES reports and in particular section 4.6. (GES Inc. 3/5/00 & 8/29/04). 5. The proposal is consistent with the purposes and provisions of this Ordinance. The geotechnical report and supplemental report provide recommendations for development of the site. The remaining steep slope areas must be identified as an Environmentally Sensitive Area and a covenant, which identifies this area and restricts future alteration or modification, must be recorded for the property. 6. The proposal mitigates all impacts identified in the geotechnical report. Development on site shall be in accordance with the findings and recommendations contained in the geotechnical report and supplemental letter prepared for the proposed development on site by Geotechnical and Environmental Services Incorporated. 7. All utilities and access roads or driveways to and within the site be located so as to require the minimum amount of modification to slopes, vegetation or geologically hazardous areas. Site access will be approved by the City at time of building permit submittal, and will include only one access point to the site. All utilities should be placed as high an elevation as possible on site. Fall through utility pipe should be utilized so that the increased head will offset any effects caused by localized soil settlement. All utility excavation shall comply with the recommendations contained in the GES Inc. report and supplemental (GES Inc. 3/5/00 & 8/29/04). All utility work on site shall meet all City code requirements including building, plumbing, and public works. DECISION: The City of Everett Planning Director hereoy grants approval to modify the steep slope areas located at 3431 Nassau Street, in order to allow for the construction of a new single-family residence, with the following conditions: All work must conform to the Geotechnical Report and supplemental letter prepared by Geotechnical and Environmental Services Incorporated. dated March 5, 2000 and August 29, 2004.