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Fountaingrove Environmental Impact Report - City of Santa Rosa ...

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2.0 LIST OF COMMENTERS AND RESPONSE TO COMMENTS<br />

10) Onsite trees are concentrated in woodland areas, which were avoided to the degree<br />

feasible in Project design. For this reason, percent <strong>of</strong> land graded is not equal to<br />

percent <strong>of</strong> trees impacted. See also Master Response Visual Resources for additional<br />

detail on accuracy <strong>of</strong> simulations portraying visual impacts; with mitigation, impacts<br />

will be less than significant.<br />

11) As described in Section 2.4.2, the site will be contour-graded so that the buildings<br />

will blend into the hillside to the degree feasible. Visual impact analysis has<br />

determined that the building massing creates good scalar transition (see Draft EIR<br />

p. 3-23). <strong>Impact</strong>s to aesthetics and views will be less than significant with the<br />

implementation <strong>of</strong> appropriate landscaping. Therefore, mitigation to reduce building<br />

mass is not required.<br />

12) Draft EIR Section 2.4.2, Project Design Features, discusses how the Project design<br />

includes limited contour grading <strong>of</strong> portions <strong>of</strong> the site so that buildings will blend<br />

in with the overall hillside nature <strong>of</strong> the surrounding area (p. 2-11). See Response to<br />

Comment FRMA-2 and Master Response Land Use Compatibility.<br />

13) See Response to Comment FRMA-2 and Master Response Land Use Compatibility.<br />

The Project will be subject to Design Review by the <strong>City</strong> for approval <strong>of</strong> building<br />

design and grading plans.<br />

14) See Master Response Land Use Compatibility and Response to Comment FRMA-9.<br />

15) See Response to Comment Nelson July 17-1 for explanation <strong>of</strong> trips assumed in the<br />

Traffic <strong>Impact</strong> Analysis and Emissions Calculation. See Response to Comment<br />

Epperly – 14 for discussion <strong>of</strong> intersection evaluations.<br />

16) See Master Response Local Traffic.<br />

17) See Master Response Local Traffic.<br />

18) Comment noted. As described in Section 2.4.3, construction is expected to last<br />

approximately 19 months.<br />

19) See Response to Community Comment-31.<br />

20) See Master Response Noise.<br />

21) See Response to Community Comments–3.<br />

22) See Response to Comment Nelson (July 17)–1.<br />

23) Appendix P (Traffic <strong>Impact</strong> <strong>Report</strong>) describes the basis for trip generation <strong>of</strong> the<br />

Project using the traffic engineering pr<strong>of</strong>ession’s standard source <strong>of</strong> trip rate data:<br />

Trip Generation, 7th Edition, by the Institute <strong>of</strong> Transportation Engineers (ITE). As<br />

shown in Table 8 in the Traffic <strong>Impact</strong> <strong>Report</strong>, an estimated 382 non-employee<br />

round-trips per day would be generated. The 382 trips shown for “Visitors” in<br />

Table D-1 in Appendix D are for all resident and visitor trips; the “Visitors” label in<br />

Table D-1 should read “Residents and Visitors.”<br />

As described in Section 3.13.3, the parking proposed for the Project exceeds the<br />

parking required by the <strong>City</strong>.<br />

2-170 ES092008001PHX\BAO\082970001

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