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environmental assessment for the hog lake road improvement project

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Ramona Hog Lake Road Improvement Project August 2011<br />

proposed <strong>project</strong> was requested by <strong>the</strong> Sovereign Nation of <strong>the</strong> Ramona Tribe<br />

and <strong>the</strong> RTA. It would cross Federal Forest System lands and is funded by Tribal<br />

government.<br />

One comment additionally requested in<strong>for</strong>mation be more available in <strong>the</strong> local<br />

Anza publications. The <strong>project</strong> mailing list has been updated with <strong>the</strong> local<br />

contacts requested.<br />

Chapter 2 – Alternatives<br />

This chapter describes and compares <strong>the</strong> alternatives considered <strong>for</strong> <strong>the</strong> Hog Lake<br />

Road Improvement Project EA. It describes both alternatives considered in detail<br />

and those eliminated from detailed study. The end of this chapter presents <strong>the</strong><br />

alternatives in a table so that <strong>the</strong> alternatives and <strong>the</strong>ir <strong>environmental</strong> impacts can be<br />

readily compared.<br />

The Proposed Action Alternative<br />

The existing Hog Lake Road, within <strong>the</strong> Project area, will be paved and reconstructed<br />

with <strong>the</strong> installation of asphalt-concrete berms, downdrains, a box culvert, and rip-rap<br />

<strong>for</strong> <strong>the</strong> box culvert under <strong>the</strong> <strong>road</strong>. Approximately 800 lineal feet of <strong>the</strong> proposed<br />

<strong>improvement</strong>s are located on <strong>the</strong> Ramona Reservation and 6,700 feet are on National<br />

Forest System lands. The paved <strong>road</strong> specifications will be: 22 feet in width with 2 foot<br />

shoulders, within a right-of-way width of 50 feet, except <strong>for</strong> “pop outs” <strong>for</strong> some<br />

drainage structures. As illustrated below in Figure 4, a 2% cross-slope section<br />

approach is proposed which would enable natural drainage courses and patterns to be<br />

maintained, as <strong>the</strong> present <strong>road</strong> is generally at cross-slopes of approximately 2%.<br />

Figure 4: Typical Section With 2% Road Cross-Slope<br />

Frank Springer & Associates, Inc. Page 13 of 79 Environmental Assessment

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