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evaporates, and the structure collapses. Clay minerals particularly susceptible to this type
                of expansion and shrinkage include montrnorillonite, beidellite, nontronite, hectorite and
                saponite (Dana, 1977).



                In general, soils at the property have low to moderate shrink-swell potential (Table 3). Soils
                with low shrink-swell potential include: Gaviota, Hanford, Ojai, and Saugus soil series. Soils
                with moderate shrink-swell potential include Castaic, Millsholm, and Yolo. These latter
                soils are primarily located in the extreme western, west-central, and southwestern portions
                of the property (Figure 11).



                10.2.2 Emsign


                As discussed in Sections 5.5.1 and 5.5.2, the potential for erosion varies across the project
                property. The majority of the property is underlain by soils with moderate to very high
                erosion hazard ratings and moderate to high sheet and rill erosion potential.         Factors

                contributing to the rate of erosion include: soil type, slope length and steepness, vegetation
                cover, root development, and climatic factors such as precipitation.        Slope length and
                steepness are critical factors that control the velocity of runoff and therefore contribute
                directly to the potential for sheet and rill erosion.


                Areas within the project property identified as being highly sensitive to erosion due to
                disturbance include the eastern portion of the property, the northwestern portion of the

                property, and a small area near the west-central portion of the property (Figure 11). Two
                soil types in the eastern portion of the property underlie the majority of the proposed
                landfill footprint area. These include Caperton-Trigo, granitic substratum-Lodo families
                complex and Trigo-Modesto-San Andreas families complex, both which have very high

                erosion hazard ratings. Fairly extensive erosion was observed on aerial photographs in the
                southeastern portion of the project property underlain by Caperton-Trigo, granitic
                substratum-Lodo families complex.       Castaic and Saugus mixture soils located in the
                west-central portion of the property also have a very high erosion hazard rating and very
                high sheet and rill erosion potential. Ojai soils located in the northwestern portion of the
                property are also very susceptible to sheet and rill erosion (Figure 11).










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