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2014-069 - Final Environmental Impact Report No. 2014-01
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2014-069 - Final Environmental Impact Report No. 2014-01
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Last modified
11/18/2014 10:54:14 AM
Creation date
11/18/2014 10:38:50 AM
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City Clerk
Doc Type
Resolution
Doc #
2014-069
Date
10/21/2014
Destruction Year
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HARBOR BLVD. MIXED USE TRANSIT CORRIDOR PLAN FINAL FIR <br />CITY OF SANTA ANA <br />5. Environmental Analysis <br />GEOLOGY AND SOILS <br />Other Geologic Hazards <br />Ground Subsidence <br />Land subsidence due to groundwater withdrawal is common in groundwater basins. Subsidence of <br />approximately 0.5 inches per year near Santa Ana was observed between 1993 and 1999, coinciding with a <br />period of net water withdrawal in the region. However, there has been no indication that the land surface <br />changes caused, or are likely to cause, any structural damage in the area. The potential for problematic land <br />subsidence is reduced by maintaining groundwater levels and basin storage within its historical operating <br />range. In the event that land subsidence becomes a problem in a localized area, the Orange County Water <br />District would work with local officials to investigate and remediate the problem (OCWD 2009). <br />Expansive Sails <br />Expansive soils contain certain types of clay minerals that shrink or swell as the moisture content changes; <br />the shrinking or swelling can shift, crack, or break structures built on such soils. Arid or semiarid areas with <br />seasonal changes of soil moisture experience a much higher frequency of problems from expansive soils than <br />areas with higher rainfall and more constant soil moisture (COGS 2011). The City of Santa Ana is in a <br />semiarid region with marked seasonal changes in precipitation: most rain falls in winter, and there is a long <br />dry season in summer and autumn. Therefore, Santa Ana's climate is such that a relatively high incidence of <br />soil expansion is expected where soils contain the requisite clay minerals. <br />Collapsible Sails <br />Collapsible soils shrink upon being wetted, being subject to a load, or under both conditions. <br />5.4.2 Thresholds of Significance <br />According to Appendix G of the CEQA Guidelines, a project would normally have a significant effect on the <br />environment if the project would: <br />G -1 Expose people or structures to potential substantial adverse effects, including the risk of loss, <br />injury, or death involving: <br />i) Rupture of a known earthquake fault, as delineated on the most recent Alquist- Priolo <br />Earthquake Fault Zoning Map issued by the State Geologist for the area or based on other <br />substantial evidence of a known fault. (Refer to Division of Mines and Geology Special <br />Publication 42) <br />u) Strong seismic ground shaking. <br />iii) Seismic - related ground failure, including liquefaction. <br />iv) Landslides. <br />G -2 Result in substantial soil erosion or the loss of topsoil. <br />October 2014 Page 5.4 -9 <br />
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