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Ratio of shear strength resistance / mobilized shear stress (from gravity, surcharge, earthquake shaking, etc) <br />Static and seismic loading <br />Target Factors of Safety <br />–1.5 and 1.0 RESULTS: <br />•Proposed Development required to satisfy BCDC Sea Level Rise Guidelines for 2100 Upper Bound (66”) <br />–Static: < 1.5 <br />–Seismic: < 1.0 <br />Conclusion: Geotechnical mitigation needed for development, based on existing and proposed grades. <br />Outer and inner basin stability, ~8,600 linear feet <br />Monarch Bay Shoreline Development Slope Stability <br />8