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Rising Tree Wind Farm Project Notice of Preparation - County of Kern

Rising Tree Wind Farm Project Notice of Preparation - County of Kern

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KERN COUNTY PLANNING & COMMUNITY DEVELOPMENT DEPARTMENT<br />

RISING TREE WIND ENERGY PROJECT<br />

structures that are not properly designed to withstand strong ground shaking. The <strong>Project</strong><br />

would potentially be subject to moderate to strong ground shaking from local and regional<br />

earthquakes. This potential impact will be evaluated in the EIR/EIS.<br />

(iii) The <strong>Project</strong> site has not been identified by the Safety Element <strong>of</strong> the <strong>Kern</strong> <strong>County</strong> General<br />

Plan as an area that is subject to liquefaction hazards. However, due to the potential for major<br />

seismic activity in the <strong>Project</strong> area, the potential for substantial adverse effects due to<br />

seismic-related ground failure, including liquefaction, will be examined in the EIR/EIS.<br />

(iv) Although the <strong>Project</strong> site is not considered to be at high-risk area for landslides, some<br />

portions <strong>of</strong> the site are within <strong>Kern</strong> <strong>County</strong>’s Steep Slope designation and the potential for<br />

adverse effects due to landslides will be analyzed in the EIR/EIS.<br />

(b) Grading and excavation would be required for foundations for each WTG tower. Grading would<br />

also be required for construction <strong>of</strong> access roads throughout the <strong>Project</strong> site and, possibly, for the<br />

transmission line corridor between the site and the <strong>Wind</strong>hub Substation. Construction activities<br />

could result in substantial soil erosion if the access roads and/or turbine sites are not properly<br />

designed. These issues and the potential for increased erosion will be evaluated in the EIR/EIS.<br />

(c) A limited feasibility level geotechnical report was prepared for the <strong>Project</strong> and addressed the<br />

stability <strong>of</strong> the soils in the <strong>Project</strong> area. Further geologic analyses would occur as part <strong>of</strong> the<br />

<strong>Project</strong> design effort. The <strong>Project</strong> would be designed such that it would not be adversely affected<br />

by the stability <strong>of</strong> the underlying soils. Because <strong>of</strong> this, potential impacts are expected to be less<br />

than significant. However, the findings <strong>of</strong> the geotechnical reports will be presented and<br />

evaluated in the EIR/EIS and mitigation measures will be identified, if necessary, to protect both<br />

structures and people from adverse effects due to landslide, lateral spreading, subsidence,<br />

liquefaction, or collapse.<br />

(d) The soils present at the site and along the transmission line route options are primarily alluvial<br />

sands, gravels and rock that typically would not exhibit shrink and swell characteristics.<br />

Expansive soils generally result from specific clay minerals that expand when saturated and<br />

shrink in volume when dry. Although clays and other fine grained soils are not expected to be<br />

common at the <strong>Project</strong> site, the EIR/EIS will confirm and evaluate the presence or absence <strong>of</strong><br />

expansive soils.<br />

(e) A septic system and leach lines are proposed by the <strong>Project</strong> applicant. Design will be as required<br />

by the <strong>Kern</strong> <strong>County</strong> Environmental Health Services Division. Therefore, the ability <strong>of</strong> the soils on<br />

the <strong>Project</strong> site to support a septic system will be examined in the EIR/EIS.<br />

July 2011 29 Initial Study/<strong>Notice</strong> <strong>of</strong> <strong>Preparation</strong>

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