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MOUNTAIN HOUSE PROPOSEDALTAMONT HEIGHTS TENTATIVE MAP 4. ENVIRONMENTAL CHECKLIST <br /> 4.6 GEOLOGY AND SoILs <br /> of 50.5 feet, and the soils encountered were very stiff to hard sandy and silty clays to a depth <br /> of23'feet. Below that, the soils were dense clayey or sandy silt. Boring B-2, located in the <br /> southwest corner of the site, was drilled to a depth of 20.8 feet. The soils encountered were <br /> hard, sandy or silty clay to a depth of 4 feet; silty and clayey sand from 4 to 10 feet, and hard, <br /> sandy and silty clay below 10 feet. Groundwater was encountered only in Boring B-5 at a <br /> depth of 46.5 feet. Groundwater elevations and soil moisture conditions within the project <br /> area will vary depending on seasonal rainfall (Kleinfelder USA,r200,6). <br /> SIGNIFICANT IMPACTS IDENTIFIED IN 2005 SPIIIEIR <br /> f <br /> Six potential impacts were identified in the Initial Study for the 2005 SPIIIEIR(EDAW, <br /> 2005). There were no impacts associated with surface rupture along an earthquake fault and <br /> use of septic tanks. Impacts associated with expansive soils were'less than significant. <br /> Impacts associated with liquefaction, landslides, and soil erosion were less than significant <br /> with the incorporation rp on of mitigation measures presented in the MEIR along with the <br /> regulations and implementation measures of the MHMP that control construction of <br /> improvements at the Mountain House Community. The impacts associated with strong <br /> seismic ground shaking were found to be potentially signilieant and unavoidable. <br /> MITIGATION MEASURES IDENTIFIED IN 2005 SPIIIEIR <br /> The Initial Study for the 2005 SPIIIEIR noted that the significance of potential impact <br /> associated with seismic ground shaking would be reduced, but not entirely eliminated, by the <br /> following: <br /> 1. Preparation of an Earthquake Preparedness Plan that is being implemented by the <br /> MHCSD. <br /> 2. Regulations governing design and construction of schools and police, fire and <br /> emergency services buildings. <br /> 3. Uniform Building Code requirements for construction of residential,commercial and <br /> industrial buildings. <br /> DISCUSSION REGARDING PROPOSED PROJECT <br /> I <br /> i <br /> a) Expose people or structures to potential substantial adverse effects, including the risk <br /> of loss, injury, or death involving: <br /> i) Rupture of a known earthquake fault, as delineated on the <br /> most recent Alquist-Priolo Earthquake fault Zoning Map issued by <br /> the State Geologist for the area or based on other substantial evidence <br /> of a known fault?;.Refer to Division of Mines and Geology Special ; <br /> Publication 42. <br /> The project site is not located within, nor is it adjacent to, any fault[Rupture Hazard Zones <br /> (formerly Alquist-Prilolo Special Studies Zones) and no faults that displace valley alluvium <br /> 4-29 <br />