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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

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