FEIS - Tahoe Regional Planning Agency
FEIS - Tahoe Regional Planning Agency
FEIS - Tahoe Regional Planning Agency
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RESPONSE TO COMMENTS ON THE DEIS<br />
B o u l d e r B a y C o m m u n i t y E n h a n c e m e n t P r o g r a m P r o j e c t E I S<br />
The TSS loads calculated from the results of the pre-project monitoring program<br />
were presented in the DEIS as estimates for existing conditions. The DEIS further<br />
explains that the calculation method employed should be used with caution because<br />
of the small sample size, as is appropriate with preliminary data. The supplemental<br />
analysis using the calibrated LSPC coefficients predicts load reductions for total<br />
sediment and fine sediment. The results of the supplemental analysis (Appendix AB)<br />
further support the level of impact conclusions for HYDRO-1 of less than significant.<br />
The JBR event grab sampling data for 2008-2009 was found to be consistent with the<br />
DRI data.<br />
Using the DRI data for the <strong>Tahoe</strong> Biltmore site in the supplemental analysis,<br />
regressions between event sediment loads (kg) and nutrient loads (g) enabled<br />
computation of nutrient loads per runoff event. Nine data points were available for<br />
each regression and each data point represents the cumulative nutrient mass from<br />
multiple samples collected during the runoff hydrograph such that a total mass per<br />
event could be determined. The available data is adequate to develop a robust<br />
correlation.<br />
Comment 79-i: Comment Summary - The impact needs to distinguish between TSS and fine sediment<br />
load to understand impacts to lake clarity.<br />
Comment noted. Please see Appendix AB of the <strong>FEIS</strong>, Master Response 1, and<br />
responses to comments 79-g and 79-h.<br />
Comment Letter 83 – Henrioulle, Ann Marie, 12/10/2009<br />
Comment 83-a: Comment Summary - Proponent of electric rail.<br />
This is not a comment on the content or adequacy of the DEIS. This information is<br />
passed on to the Project proponent and decision maker(s) for consideration. No<br />
further response to this comment in relation to the DEIS is warranted.<br />
Comment Letter 93 – North <strong>Tahoe</strong> Preservation Alliance, 12/12/2009<br />
Comment 93-a: Comment Summary - LU-1: Alternative C is inconsistent with: Mariner Settlement<br />
Agreement, NSCP height maximums (requiring change to NSCP and community<br />
plan), NSCP maximum new CFA, NSCP density maximums (Chapter 21), sidewalk<br />
requirements, NSCP requirements for family destination resort, and buffering of<br />
adjacent uses.<br />
Please see response to comment 37-a.<br />
The EIS analyzed the potential impacts of amending Code Chapter 22 for additional<br />
height and concluded that the proposed amendment would not result in significant<br />
impacts. No other amendments are required for the Boulder Bay Project. As such,<br />
Alternative C is consistent with the <strong>Regional</strong> Plan, as potentially amended.<br />
The NSCP does not currently contain any Design Standards or Design Guidelines for<br />
building height. According to the NSCP, the TRPA Code of Ordinances governs any<br />
issues which are not addressed in the community plan. It has been confirmed with<br />
Washoe County Community Development and Placer County Executive Office that<br />
neither County believes that an amendment to the NSCP is required. Both counties<br />
concur that an amendment to Chapter 22 is all that is required.<br />
PAGE 8- 28 HAUGE BRUECK ASSOCIATES SEPTEMBER 8 , 2010