1809 HOLBROOK AVE 2018-01-02 MF Import

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. CONCLUSIONS: The following general conclusions are based upon the findings of the geotechnical report prepared by Erin Toland for James R. Finley/Geotech Consultants, Inc.: 1. The proposed development should not adversely impact the surrounding areas if the recommendations of the geotechnical report are followed. 2. The report provides detailed cross sections of the soils found on the site at three separate test pit locations and the depth at which groundwater seepage was encountered at test pits #2 and #3. 3. Specific recommendations are given in the report related to the construction to occur on the site including foundations for the residence. The report states that the structure may be supported on conventional spread footings bearing on undisturbed, competent, native, silty sand, or on structural fill placed above this competent, native soil. The report states that the site soils are not subject to seismic liquifaction because of their dense nature. 4. The report provides recommendations to minimize disruption during construction activities on the site. Some of these measures include the use of siltation fencing, plastic sheeting, mulching and hydroseeding. 5. The proposal will be consistent with the purpose and provisions of this Ordinance if the applicant complies with all conditions of approval. 6. There should be no adverse impacts if the geotechnical report is followed. 7. Driveways and utilities have been located so as to minimize potential impacts on the site. The applicant may appeal the Planning Director's decision within 14 days of the date of this letter. Appeal forms are available from the Planning Department and must be submitted along with the required filing fee. Please call Michael Palacios at 257-8731 if you have any questions. PLANNING AND COMMUNITY DEPAFjTMENT