2039 N Victoria Drive #2 - Plan - Laserfiche WebLink

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24-8009 Page 7 poorly cemented or highly fractured bedrock, areas underlain by loose, weak soils, and areas on or adjacent to existing landslide deposits. The property is in a flat lying area and the site is not within a mapped zone of earthquake- induced landsliding (Figure 5). DISCUSSIONS AND CONCLUSIONS General Based on our field exploration, laboratory testing, and geotechnical engineering analysis, the proposed improvement is considered suitable from a geotechnical viewpoint, provided the recommendations contained in this report are incorporated into the design and construction phases of the project. Conclusions Based on our findings and analyses, the subject site is likely to be subjected to moderate to severe ground shaking due to the proximity of known active and potentially active faults. This may reasonably be expected during the life of the structure and should be designed accordingly. The primary conditions affecting the proposed project site development are as follows: • Presence of undocumented fill (in excess of 7 feet) • High settlement in the vicinity of the proposed spa The engineering evaluation performed concerning site preparation and the recommendations presented are based on information provided to us and obtained by us during our office and field work. This report is prepared for the proposed deck replacement within the subject site. In the event that any significant changes are made to the proposed development, the conclusions and recommendations contained in this report shall not be considered valid unless the changes are reviewed, and the recommendations of this report are verified or modified in writing by TGR. 2039 N Victoria Drive #24/28/2025