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Environmental Impact Statement - Sonoma Land Trust

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California Department of Fish and Game<br />

U.S. Fish and Wildlife Service<br />

Section 3.1. Geology, Soils, and Paleontology<br />

erodible surface soils assigned to the Diablo series and underlain by the Petaluma<br />

Formation. Creation of cuts and fill embankments to support the proposed trail<br />

alignments in these areas could lead to a risk of localized slope failure if the<br />

slopes are improperly designed or implemented. This impact would be less than<br />

significant because the new levee that would be utilized for the proposed trail<br />

alignments would be designed and constructed to meet or exceed relevant<br />

standards of the U.S. Army Corps of Engineers and would therefore be built to an<br />

appropriate engineering standard of care. All earthwork required to construct the<br />

proposed trails, including levee top and upland trails, would conform with<br />

applicable codes and design standards. Furthermore, all trail designs would<br />

incorporate any additional recommendations identified in site-specific<br />

geotechnical evaluations completed during detailed design. As such, impacts are<br />

considered less than significant, and no mitigation is required.<br />

Conclusion: Less than Significant.<br />

Full-Tidal Alternative<br />

The potential for the Full-Tidal Alternative to contribute to increased exposure of<br />

persons or structures to landslide hazards would be the same as for the Project.<br />

<strong>Impact</strong>s are considered less than significant, and no mitigation is required.<br />

Conclusion: Less than Significant.<br />

<strong>Impact</strong> GEO- 4: Potential Short-Term Increase in Erosion<br />

and Sedimentation Rates during Construction 4<br />

Proposed Project<br />

Many of the activities that would be conducted during the construction of the<br />

Project would result in disturbances to soil and the existing vegetation that<br />

stabilizes it. These activities include breaching the existing levee, construction of<br />

the new levee, and dredging, removal and replacement of culverts, construction<br />

of the detention basins, internal features, excavation of pilot channels, and<br />

construction of access and maintenance roads, trails, bridges, and/or boardwalks,<br />

and/or undercrossings. This would be a particular concern in areas of the project<br />

site where the soil erosion hazard is high, such as uplands where loose and highly<br />

erodible soils are found. Depending upon the nature of the soil at a given site, site<br />

grading, and other construction-related disturbances could expose bare soil to<br />

erosion by water and wind and could increase erosion and sedimentation rates<br />

above pre-construction levels. <strong>Impact</strong>s could be significant.<br />

4 Sedimentation issues associated with dredging and the placement of dredged material and levee construction are<br />

addressed in the Water Quality section of this chapter.<br />

Sears Point Wetland and Watershed Restoration<br />

Project Final <strong>Environmental</strong> <strong>Impact</strong><br />

Report/<strong>Environmental</strong> <strong>Impact</strong> <strong>Statement</strong><br />

3.1-17<br />

April 2012

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