HomeMy Public PortalAboutFEIR Complete VersionCCOOLLDDSSTTRREEAAMM
SSPPEECCIIFFIICC PPLLAANN
FINAL ENVIRONMENTAL IMPACT REPORT
SCH NO. 2009062029
TOWN OF TRUCKEE
10183 TRUCKEE AIRPORT ROAD
TRUCKEE, CA 96161
PREPARED BY
2729 PROSPECT PARK DRIVE, SUITE 220
RANCHO CORDOVA, CA 95670
MARCH 2014
T OWN OF T RUCKEE
C OLDSTREAM S PECIFIC P LAN
FINAL ENVIRONMENTAL IMPACT REPORT
SCH NO. 2009062029
Prepared for:
TOWN OF TRUCKEE
10183 TRUCKEE AIRPORT ROAD
TRUCKEE, CA 96161
Prepared by
PMC
2729 PROSPECT PARK DRIVE, SUITE 220
RANCHO CORDOVA, CA 95670
MARCH 2014
TABLE OF CONTENTS
1.0 INTRODUCTION
1.1 Background and Purpose of the EIR ......................................................................................... 1.0-1
1.3 Organization and Scope of the Final EIR ................................................................................. 1.0-2
2.0 EXECUTIVE SUMMARY
2.1 Purpose and Scope of the Final Environmental Impact Report .......................................... 2.0-1
2.2 Project Summary ........................................................................................................................... 2.0-1
2.3 Project Alternatives Summary .................................................................................................... 2.0-2
2.4 Summary of Environmental Impacts ......................................................................................... 2.0-3
3.0 EVALUATION OF PROJECT MODIFICATIONS AND DRAFT EIR COMMENTS AND RESPONSES
3.1 Introduction ................................................................................................................................... 3.0-1
3.2 Modifications to Project Characteristics .................................................................................. 3.0-1
3.3 Environmental Effects of Modifications to the Proposed Project ........................................ 3.0-9
3.4 List of commenters on the Draft EIR ........................................................................................ 3.0-17
3.5 Comments and Responses ....................................................................................................... 3.0-18
4.0 MINOR REVISIONS TO THE DRAFT EIR
4.1 Introduction ................................................................................................................................... 4.0-1
4.2 Minor Changes and Edits to the Draft EIR ................................................................................ 4.0-1
LIST OF TABLES
Table 2.0-1 Executive Summary ........................................................................................................ 2.0-4
Table 3.0-1 Option A and B in Comparison to the Original Specific Plan ................................ 3.0-7
Table 1.0-1 NOP Comments Received and References to Representative Information in this
EIR ....................................................................................................................................... 4.0-1
Table 4.3-9 Predicted Existing and Plus Project Deerfield Connector (Option 1) Traffic Noise
Levels ............................................................................................................................... 4.0-21
Table 4.3-11 Predicted 2030 No Project and Plus Project Deerfield Connector (Option 1) Traffic
Noise Levels .................................................................................................................... 4.0-22
Table 4.10-1 Maximum Allowable Structure Height ...................................................................... 4.0-32
Table 4.12.1-1 Planning-Level Water Demands ................................................................................ 4.0-36
LIST OF FIGURES
Figures 3.0-1 Option A ..................................................................................................................... 3.0-3
Figure 3.0-2 Option B ...................................................................................................................... 3.0-5
Corrected Figure 3.0-3 Adjacent Land Uses ................................................................................. 4.0-5
Corrected Figure 3.0-17 Utility Plan ................................................................................................... 4.0-9
Corrected Figure 4.1-2 Zoning Map .............................................................................................. 4.0-13
Town of Truckee Coldstream Specific Plan
March 2014 Final Environmental Impact Report
i
1.0 INTRODUCTION
1.0 INTRODUCTION
This Final Environmental Impact Report (FEIR) was prepared in accordance with the California
Environmental Quality Act (CEQA) and the CEQA Guidelines (Section 15132). The Town of
Truckee (Town) is the lead agency for the environmental review of the proposed Coldstream
Specific Plan (proposed project) and has the principal responsibility for approving the project.
This FEIR assesses the expected environmental impacts resulting from approval and
implementation of the proposed project, as well as responds to comments received on the Draft
EIR (DEIR).
1.1 BACKGROUND AND PURPOSE OF THE EIR
OVERVIEW OF CEQA REQUIREMENTS FOR PREPARATION OF AN EIR
The Town, acting as the lead agency, has prepared this EIR to provide the public and
responsible/trustee agencies with information about the potential environmental effects of the
proposed Coldstream Specific Plan. As set forth in the provisions of CEQA and implementing
regulations, public agencies are charged with the duty to consider the environmental impacts
of proposed development and to minimize these impacts where feasible while carrying out an
obligation to balance a variety of public objectives, including economic, environmental, and
social factors.
CEQA Guidelines Section 15121(a) states that an EIR is an informational document for decision-
makers and the general public that analyzes the significant environmental effects of a project,
identifies possible ways to minimize significant effects, and describes reasonable alternatives to
the project that could reduce or avoid its adverse environmental impacts. Public agencies with
discretionary authority are required to consider the information in the EIR, along with any other
relevant information, in making decisions on the project.
CEQA requires the preparation of an environmental impact report prior to approving any
project, which may have a significant effect on the environment. For the purposes of CEQA, the
term “project” refers to the whole of an action which has the potential for resulting in a direct
physical change or a reasonably foreseeable indirect physical change in the environment
(CEQA Guidelines Section 15378[a]). With respect to the proposed Coldstream Specific Plan, the
Town has determined that the proposed development is a “project” within the definition of
CEQA.
BACKGROUND OF ENVIRONMENTAL REVIEW PROCESS OF THE PROJECT
The following is an overview of the environmental review process for the proposed Coldstream
Specific Plan that has led to the preparation of this FEIR.
Notice of Preparation and Initial Study
In accordance with Section 15082 of the CEQA Guidelines, the Town prepared a Notice of
Preparation (NOP) of an EIR for the proposed Coldstream Specific Plan on June 5, 2009. The
Town was identified as the lead agency for the proposed project. The notice was circulated to
the public, local, state, and federal agencies, and other interested parties to solicit comments
on the proposed project. The 30-day comment period closed on July 6, 2009. A scoping meeting
was also held on June 30, 2009, to solicit input from interested agencies and the public.
Concerns raised in response to the NOP and at the scoping meeting were considered during
preparation of the Draft EIR. The NOP, responses by interested parties, and comments received
at the scoping meeting are presented in Appendix A of the Draft EIR. The NOP’s conclusions
supported preparation of an EIR for the proposed project.
Town of Truckee Coldstream Specific Plan
March 2014 Final Environmental Impact Report
1.0-1
1.0 INTRODUCTION
Following release of the original NOP, changes were made to the project description that
necessitated release of a revised NOP and a re-release of the DEIR (see below). The revised NOP
was issued January 4, 2011, and the comment period ended on February 4, 2011. A scoping
meeting was held by the Town on January 27, 2011, to solicit comments on the scope of the
analysis that should be prepared for the revised project. The revised NOP, responses by
interested parties, and comments received at the scoping meeting are presented in Appendix
A of the Draft EIR.
Draft EIR
The Draft EIR (DEIR) was released for a 45-day public and agency review on June 17, 2011, with
the review period set to end on August 1, 2011. The DEIR contains a description of the project,
description of the environmental setting, identification of project impacts, and mitigation
measures for impacts found to be significant, as well as an analysis of project alternatives. The
DEIR was provided to interested public agencies and the public and was made available for
review at the Town offices and on the Town’s website.
Partially Revised Draft EIR
The Partially Revised Draft EIR (PRDEIR) was prepared to address refinements to the project
design made by the project proponent as well as additional technical information produced as
part of the Clean Water Act (CWA) Section 404 permitting process. The PRDEIR was released for
a 45-day public and agency review on October 9, 2013, with the review period set to end on
November 22, 2013. The PRDEIR contains an introduction section and two technical sections
including descriptions of the environmental setting, identification of project impacts, and
mitigation measures for impacts found to be significant. The PRDEIR was provided to interested
public agencies and the public and was made available for review at the Town offices and on
the Town’s website.
Final EIR
Following the close of the public review period for the DEIR, the Town received 39 individual
comment letters from agencies, interest groups, and the public regarding the Draft EIR. Following
the close of the public review period for the PRDEIR, the Town received 2 additional comment
letters from agencies. This document responds to the written comments received as required by
CEQA. This document also contains minor edits to the Draft EIR as well as an analysis of
modifications of the proposed project design.
Certification of the Final EIR/Project Consideration
The Town will review and consider the Final EIR. If the Town finds that the Final EIR is “adequate
and complete,” the Town may certify the Final EIR. Upon review and consideration of the Final
EIR, the Town may act upon the proposed Coldstream Specific Plan. A decision to approve the
project would be accompanied by written findings in accordance with CEQA Guidelines
Section 15091 and, if applicable, Section 15093. The Town would also adopt a Mitigation
Monitoring and Reporting Program (MMRP) for mitigation measures that have been
incorporated into or imposed upon the project to reduce or avoid significant effects on the
environment. The MMRP will be designed to ensure that these measures are carried out during
project implementation.
Coldstream Specific Plan Town of Truckee
Final Environmental Impact Report March 2014
1.0-2
1.0 INTRODUCTION
1.3 ORGANIZATION AND SCOPE OF THE FINAL EIR
This document is organized in the following manner:
SECTION 1.0 – INTRODUCTION
Section 1.0 provides an overview of the EIR process to date and what the FEIR is required to
contain.
SECTION 2.0 – EXECUTIVE SUMMARY
Section 2.0 includes an updated Executive Summary that provides a brief project description
and presents a summary table of the project’s probable environmental effects.
SECTION 3.0 – EVALUATION OF PROJECT MODIFICATIONS AND EIR COMMENTS AND RESPONSES
Section 3.0 provides a list of commenters, copies of written comments (coded for reference),
and responses to the written comments made on the Draft EIR. This section also includes an
analysis of modifications to the proposed project in relation to the conclusions of the Draft EIR.
SECTION 4.0 – MINOR REVISIONS TO THE DRAFT EIR
Section 4.0 provides a list of minor edits made to the Draft EIR as a result of comments received.
Town of Truckee Coldstream Specific Plan
March 2014 Final Environmental Impact Report
1.0-3
1.0 INTRODUCTION
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Coldstream Specific Plan Town of Truckee
Final Environmental Impact Report March 2014
1.0-4
2.0 EXECUTIVE SUMMARY
2.0 EXECUTIVE SUMMARY
Town of Truckee Coldstream Specific Plan
March 2014 Final Environmental Impact Report
2.0-1
This section provides an overview of the proposed Coldstream Specific Plan and its
environmental analysis. For additional detail regarding specific issues, please consult the
appropriate section (4.1 through 4.14) of the Draft EIR or (4.8 through 4.9) of the PRDEIR.
2.1 PURPOSE AND SCOPE OF THE FINAL ENVIRONMENTAL IMPACT REPORT
This Final EIR, which consists of the Draft EIR, the PRDEIR, and comments and responses to
comments as well as minor revisions made in this document, provides a reasonably thorough
analysis of the potential environmental effects associated with the implementation of the
proposed project, pursuant to CEQA.
This Final EIR analysis focuses on potential environmental impacts that could arise from
implementation of the proposed project through development of the land uses within the
project site, as regulated and guided by Specific Plan policies and actions. The EIR adopts this
approach in order to provide a credible worst-case scenario of the impacts resulting from
project implementation.
2.2 PROJECT SUMMARY
The proposed project is the adoption and implementation of the Coldstream Specific Plan for
the 178.6-acre project site located approximately 2 miles west of the Town of Truckee’s historic
downtown at the entrance of Coldstream Canyon, just south of Interstate 80 in Nevada County,
California.
The originally proposed Coldstream Specific Plan that the Draft EIR evaluated included the
following components:
Commercial uses are identified in the Village Mixed-Use Commercial zone. A total of 8.6
acres allowing up to 70,000 square feet of retail and commercial uses and lodging are
proposed for this zoning district. Residential land uses are also encouraged in this district.
Residential uses are proposed for 54.4 acres total, providing up to 345 residential units
(including affordable housing) in the following residential districts: Village Green
Residential (11.4 acres), Village Green Residential Small Lot (7.0 acres), Lakeside
Residential (25.5 acres), and Forest Residential (10.5 acres).
Recreation is proposed for 7.0 acres of the project site, and 108.6 acres are proposed for
Open Space.
The proposed Coldstream Specific Plan includes a wide variety of housing types
including mixed-use residential, attached triplex and duplex units, detached residential,
and lakeside homes. The proposed project includes a public gathering area located in
the heart of the Village Mixed-Use Commercial zoning district.
Another major component of the proposed Coldstream Specific Plan is enhancement of
former mining pond areas and restoration of Cold Creek and Donner Creek. This aspect of
the proposed project presents preservation, restoration, and enhancement opportunities.
The project also proposes to create a connection from Coldstream Road to Deerfield
Drive (with a re-designation of Deerfield Drive) and to construct a new vehicular bridge
over Cold Creek to facilitate access throughout the project site.
2.0 EXECUTIVE SUMMARY
Coldstream Specific Plan Town of Truckee
Final Environmental Impact Report March 2014
2.0-2
A trail network is proposed to connect residential, commercial, and recreational areas in
and outside of the project site by providing a linked system of bikeways and recreational
trails. The trails system includes a major link to the Truckee Legacy Trail that will ultimately
connect to Donner Memorial State Park and Coldstream Canyon through the project site
via possible off-site trails.
Since release of the Draft EIR, the project applicant has prepared two new land use diagram
and roadway design options (Option A and Option B see Figures 3.0-1 and 3.0-2) for the
proposed Coldstream Specific Plan in response to feedback provided during a joint workshop
held with the Planning Commission and Town Council in September 2011. Project modifications
included the following:
The Village Mixed-Use Commercial zone acreage was increased to a total of 9.6 acres,
but now included a reduce extent of retail, commercial and lodging development
(30,000 square feet) Residential land uses are still encouraged in this district.
Residential uses are reduced to provide up to 300 residential units and changes includes
elimination of the Village Green Residential Small Lot and Forest Residential areas.
Recreation has been reduced 3.8 acres under Option A and 6.5 acres under Option B.
The project consists of only two options associated with connection to Deerfield Drive (full
access – Option A and emergency only access – Option B).
The General Plan would be amended to re-designate Cold Stream Road from a Local
Road to a Minor Collector from the project site to Donner Pass Road.
2.3 PROJECT ALTERNATIVES SUMMARY
State CEQA Guidelines Section 15126.6 requires that an EIR describe a range of reasonable
alternatives to the project that could feasibly attain the basic objectives of the project and
avoid and/or lessen the environmental effects of the project. Further, CEQA Guidelines Section
15126.6(e) requires that a “no project” alternative be evaluated in an EIR. The Draft EIR
evaluates the following alternatives:
Alternative 1A – No Project No Development Alternative. Under this alternative, no
development of the project site would occur. The project site would remain in its current
undeveloped state. This alternative would not meet the objectives of the proposed project,
the Town of Truckee General Plan, or the Truckee Redevelopment Plan, but analysis of the
No Project Alternative is required under CEQA Guidelines Section 15126.6(e).
Alternative 1B – No Project Consistent with General Plan Alternative. Under this alternative,
the project site would be developed consistent with the existing General Plan land use
designation for PC-1, which allows 300 residential units and 70,000 square feet of
commercial uses.
Alternative 2 – Reduced Residential Development and Reconfigured Roadway Alternative.
This alternative would reduce the number of residential units proposed on the project site
by 50 dwelling units east of Cold Creek in the Forest Residential zoning district, resulting in
295 residential units. The roadway system would be modified to provide only emergency
access to Deerfield Drive east of the project site (see Figure 6.0-1 of the Draft EIR). All other
aspects of this alternative would be the same as the proposed project.
2.0 EXECUTIVE SUMMARY
Town of Truckee Coldstream Specific Plan
March 2014 Final Environmental Impact Report
2.0-3
Alternative 3 – Wetland Impact Minimization Alternative. This alternative would retain the
same overall site design; however, the site design would be modified to avoid wetland
impacts in the southern portion and eastern portion of the site (see Figure 6.0-5 of the Draft
EIR). This would result in a reduction of 15 residential units for a total of 330 units. In addition,
the roadway system would be modified to provide only emergency access to Deerfield
Drive east of the project site. All other aspects of this alternative would be the same as the
proposed project.
Alternative 4 – Reduced Development Potential Alternative. This alternative would
substantially redesign the project through the reduction in the number of residential units
by 85 units for a total of 260 residential units, as well as the elimination of 70,000 square feet
of commercial uses (see Figure 6.0-6 of the Draft EIR). The roadway pattern for this
alternative would be reconfigured to provide an emergency-only access to Deerfield
Drive. This reduction in site development would minimize impacts to wetlands as well as
avoid project traffic impacts to the I-80 Westbound Ramps/Donner Pass Road intersection.
2.4 SUMMARY OF ENVIRONMENTAL IMPACTS
Table 2.0-1 displays a summary of the impacts of the proposed Coldstream Specific Plan and
proposed mitigation measures that would avoid or minimize potential impacts. In the table, the
level of significance is indicated both before and after the implementation of each mitigation
measure. The mitigation measures have been changed based on the analysis provided in
Section 3.3 of this document as well as Appendix B to match the modifications to the project
design (Options A and B) since release of the Draft EIR. These revisions (as well as revisions based
on responses to comments on the EIR) are shown in underline/strikeout format.
For detailed discussions of all mitigation measures and of proposed Specific Plan policies and
action items that would provide mitigation for each type of environmental impact addressed in
the EIR, refer to the appropriate environmental topic section (i.e., Sections 4.1 through 4.14 of the
DEIR and Sections 4.8 and 4.9 of the PRDEIR).
2.
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2.
0
EXECUTIVE SUMMARY
LS
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L
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Ma
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4
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Resulting Level of Significance
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LS
2.
0
EXE
C
U
T
I
V
E
SUM
M
A
R
Y
LS
–
L
e
s
s
T
h
a
n
S
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g
n
i
f
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c
a
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S
–
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f
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a
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B
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PS
–
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t
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l
l
y
S
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g
n
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f
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c
a
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t
SU
–
S
i
g
n
i
f
ic
a
n
t
a
n
d
U
n
a
v
o
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d
a
b
l
e
NI
–
N
o
I
m
p
a
c
t
LC
C
–
L
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s
s
T
h
a
n
C
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m
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a
t
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v
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l
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C
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s
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a
b
l
e
PC
C
–
P
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t
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l
l
y
C
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mu
l
a
t
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v
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C
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s
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CC
–
C
u
m
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l
a
t
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v
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l
y
C
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n
s
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d
e
r
a
b
l
e
CB
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C
u
m
u
l
a
t
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v
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l
y
B
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f
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c
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Town of Truckee
Fi
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l
E
n
v
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m
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t
a
l
I
m
p
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t
R
e
p
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r
t
March 2014
2.
0
-
8
Im
p
a
c
t
Le
v
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f
Si
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f
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c
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a
t
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n
Mi
t
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g
a
t
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n
M
e
a
s
u
r
e
Resulting Level of Significance
E
o
n
a
l
l
a
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C
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SUM
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LS
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2.
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C
U
T
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SUM
M
A
R
Y
LS
–
L
e
s
s
T
h
a
n
S
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g
n
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f
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a
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t
S
–
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–
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c
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n
i
f
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a
n
t
a
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d
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n
a
v
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d
a
b
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p
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C
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2.
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6
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1
3
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0
EXECUTIVE SUMMARY
LS
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v
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NS
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CC and SU
2.
0
EXECUTIVE SUMMARY
LS
–
L
e
s
s
T
h
a
n
S
i
g
n
i
f
i
c
a
n
t
S
–
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a
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t
B
–
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PS
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y
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n
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c
a
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SU
–
S
i
g
n
i
f
ic
a
n
t
a
n
d
U
n
a
v
o
i
d
a
b
l
e
NI
–
N
o
I
m
p
a
c
t
LC
C
–
L
e
s
s
T
h
a
n
C
u
m
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t
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v
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l
y
C
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n
s
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d
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r
a
b
l
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PC
C
–
P
o
t
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n
t
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a
l
l
y
Cu
m
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l
a
t
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v
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l
y
C
o
n
s
i
d
e
r
a
b
l
e
CC
–
C
u
m
u
l
a
t
i
v
e
l
y
C
o
n
s
i
d
e
r
a
b
l
e
CB
–
C
u
m
u
l
a
t
i
v
e
l
y
B
e
n
e
f
i
c
i
a
l
To
w
n
o
f
T
r
u
c
k
e
e
Coldstream Specific Plan
Ma
r
c
h
2
0
1
4
Fi
n
a
l
E
n
v
i
r
o
n
m
e
n
t
a
l
I
m
p
a
c
t
R
e
p
o
r
t
2.
0
-
3
1
Im
p
a
c
t
Le
v
e
l
o
f
Si
g
n
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f
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c
a
n
c
e
Wi
t
h
o
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t
Mi
t
i
g
a
t
i
o
n
Mi
t
i
g
a
t
i
o
n
M
e
a
s
u
r
e
Resulting Level of Significance
co
n
s
i
d
e
r
e
d
cu
m
u
l
a
t
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v
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l
y
c
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t
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un
a
v
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a
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e
.
Im
p
a
c
t
4
.
4
.
9
L
o
n
g
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t
e
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Co
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S
p
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n
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b
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t
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x
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,
a
p
p
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p
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t
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a
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t
y
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n
d
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e
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l
t
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o
f
L
a
k
e
Ta
h
o
e
.
LC
C
N
o
n
e
r
e
q
u
i
r
e
d
.
L
C
C
4.
5
G
e
o
l
o
g
y
a
n
d
S
o
i
l
s
Im
p
a
c
t
4
.
5
.
1
T
h
e
p
o
t
e
n
t
i
a
l
f
o
r
t
h
e
p
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c
t
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t
o
b
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ex
p
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t
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a
s
s
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c
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a
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d
w
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fa
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n
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m
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k
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s
c
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s
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d
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d
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n
l
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k
e
l
y
.
LS
N
o
n
e
r
e
q
u
i
r
e
d
.
LS
Im
p
a
c
t
4
.
5
.
2
Th
e
p
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c
t
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fa
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d
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q
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f
a
c
t
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o
n
a
n
d
la
n
d
s
l
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d
e
.
PS
MM
4
.
5
.
2
a
S
p
e
c
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f
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c
g
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c
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c
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f
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l
d
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n
v
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s
t
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g
a
t
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n shall be
pe
r
f
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r
m
e
d
p
r
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p
p
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v
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q
u
i
r
e
d
.
L
S
2.
0
EXECUTIVE SUMMARY
LS
–
L
e
s
s
T
h
a
n
S
i
g
n
i
f
i
c
a
n
t
S
–
S
i
gn
i
f
i
c
a
n
t
B
–
B
e
n
e
f
i
c
i
a
l
PS
–
P
o
t
e
n
t
i
a
l
l
y
S
i
g
n
i
f
i
c
a
n
t
SU
–
S
i
g
n
i
f
ic
a
n
t
a
n
d
U
n
a
v
o
i
d
a
b
l
e
NI
–
N
o
I
m
p
a
c
t
LC
C
–
L
e
s
s
T
h
a
n
C
u
m
u
l
a
t
i
v
e
l
y
C
o
n
s
i
d
e
r
a
b
l
e
PC
C
–
P
o
t
e
n
t
i
a
l
l
y
Cu
m
u
l
a
t
i
v
e
l
y
C
o
n
s
i
d
e
r
a
b
l
e
CC
–
C
u
m
u
l
a
t
i
v
e
l
y
C
o
n
s
i
d
e
r
a
b
l
e
CB
–
C
u
m
u
l
a
t
i
v
e
l
y
B
e
n
e
f
i
c
i
a
l
To
w
n
o
f
T
r
u
c
k
e
e
Coldstream Specific Plan
Ma
r
c
h
2
0
1
4
Fi
n
a
l
E
n
v
i
r
o
n
m
e
n
t
a
l
I
m
p
a
c
t
R
e
p
o
r
t
2.
0
-
3
5
Im
p
a
c
t
Le
v
e
l
o
f
Si
g
n
i
f
i
c
a
n
c
e
Wi
t
h
o
u
t
Mi
t
i
g
a
t
i
o
n
Mi
t
i
g
a
t
i
o
n
M
e
a
s
u
r
e
Resulting Level of Significance
Im
p
a
c
t
4
.
6
.
3
Th
e
p
r
o
p
o
s
e
d
p
r
o
j
e
c
t
w
o
u
l
d
n
o
t
p
h
y
s
i
c
a
l
l
y
in
t
e
r
f
e
r
e
w
i
t
h
a
n
a
d
o
p
t
e
d
e
m
e
r
g
e
n
c
y
re
s
p
o
n
s
e
p
l
a
n
o
r
e
m
e
r
g
e
n
c
y
e
v
a
c
u
a
t
i
o
n
pl
a
n
.
LS
N
o
n
e
r
e
q
u
i
r
e
d
.
L
S
Im
p
a
c
t
4
.
6
.
4
T
h
e
p
r
o
p
o
s
e
d
C
o
l
d
s
t
r
e
a
m
S
p
e
c
i
f
i
c
P
l
a
n
wo
u
l
d
p
l
a
c
e
p
e
o
p
l
e
a
n
d
s
t
r
u
c
t
u
r
e
s
i
n
a
n
ar
e
a
d
e
f
i
n
e
d
a
s
a
v
e
r
y
h
i
g
h
f
i
r
e
h
a
z
a
r
d
a
r
e
a
by
t
h
e
T
o
w
n
o
f
T
r
u
c
k
e
e
2
0
2
5
G
e
n
e
r
a
l
Pl
a
n
.
PS
MM
4
.
6
.
4
T
h
e
p
r
o
j
e
c
t
a
p
p
l
i
c
a
n
t
s
h
a
l
l
s
u
b
m
i
t
a
F
i
r
e
S
a
f
e
P
l
a
n
t
o
th
e
T
r
u
c
k
e
e
F
i
r
e
P
r
o
t
e
c
t
i
o
n
Di
s
t
r
i
c
t
f
o
r
r
e
v
i
e
w
a
n
d
ap
p
r
o
v
a
l
.
T
h
e
F
i
r
e
S
a
f
e
P
l
a
n
s
h
a
l
l
i
n
c
l
u
d
e
t
h
e
fo
l
l
o
w
i
n
g
c
o
m
p
o
n
e
n
t
s
:
Hy
d
r
a
n
t
s
a
n
d
F
i
r
e
F
l
o
w
Hy
d
r
a
n
t
s
s
h
a
l
l
b
e
s
p
a
c
e
d
a
m
a
x
i
m
u
m
d
i
s
t
a
n
c
e
of
5
0
0
f
e
e
t
a
p
a
r
t
i
n
r
e
s
i
d
e
n
t
i
a
l
a
r
e
a
s
,
s
o
t
h
a
t
n
o
po
i
n
t
o
n
a
n
y
r
o
a
d
i
s
m
o
r
e
t
h
a
n
2
5
0
f
e
e
t
f
r
o
m
a
hy
d
r
a
n
t
.
Al
l
h
y
d
r
a
n
t
s
s
h
a
l
l
b
e
o
f
t
h
e
d
r
y
b
a
r
r
e
l
t
y
p
e
a
n
d
be
i
d
e
n
t
i
f
i
e
d
w
i
t
h
a
n
8
-
f
o
o
t
s
n
o
w
s
t
a
k
e
.
If
n
e
c
e
s
s
a
r
y
,
h
y
d
r
a
n
t
s
s
h
a
l
l
b
e
p
r
o
t
e
c
t
e
d
w
i
t
h
bo
l
l
a
r
d
s
.
A
m
i
n
i
m
u
m
f
i
r
e
f
l
o
w
o
f
1
,
5
0
0
g
p
m
f
o
r
a
2
-
h
o
u
r
du
r
a
t
i
o
n
w
i
t
h
2
0
-
p
s
i
r
e
s
i
d
u
a
l
s
h
a
l
l
b
e
p
r
o
v
i
d
e
d
.
Wa
t
e
r
s
y
s
t
e
m
s
h
a
l
l
b
e
i
n
s
t
a
l
l
e
d
a
n
d
s
e
r
v
i
c
e
a
b
l
e
pr
i
o
r
t
o
a
n
y
c
o
n
s
t
r
u
c
t
i
o
n
.
Ro
a
d
s
a
n
d
D
r
i
v
e
w
a
y
s
Al
l
r
o
a
d
s
s
h
a
l
l
b
e
a
m
i
n
i
m
u
m
o
f
2
4
f
e
e
t
w
i
d
e
wi
t
h
a
n
a
l
l
-
w
e
a
t
h
e
r
s
u
r
f
a
c
e
c
a
p
a
b
l
e
o
f
su
p
p
o
r
t
i
n
g
a
4
0
,
0
0
0
-
p
o
u
n
d
v
e
h
i
c
l
e
.
Ap
p
r
o
v
e
d
t
u
r
n
o
u
t
s
a
n
d
t
u
r
n
a
r
o
u
n
d
s
s
h
a
l
l
b
e
pr
o
v
i
d
e
d
w
h
e
r
e
r
e
q
u
i
r
e
d
.
Ad
e
q
u
a
t
e
s
n
o
w
s
t
o
r
a
g
e
a
r
e
a
s
s
h
a
l
l
b
e
p
r
o
v
i
d
e
d
.
Ro
a
d
s
s
h
a
l
l
h
a
v
e
a
m
i
n
i
m
u
m
5
0
-
f
o
o
t
r
a
d
i
u
s
.
LS
2.
0
EXE
C
U
T
I
V
E
SUM
M
A
R
Y
LS
–
L
e
s
s
T
h
a
n
S
i
g
n
i
f
i
c
a
n
t
S
–
S
i
gn
i
f
i
c
a
n
t
B
–
B
e
n
e
f
i
c
i
a
l
PS
–
P
o
t
e
n
t
i
a
l
l
y
S
i
g
n
i
f
i
c
a
n
t
SU
–
S
i
g
n
i
f
ic
a
n
t
a
n
d
U
n
a
v
o
i
d
a
b
l
e
NI
–
N
o
I
m
p
a
c
t
LC
C
–
L
e
s
s
T
h
a
n
C
u
m
u
l
a
t
i
v
e
l
y
C
o
n
s
i
d
e
r
a
b
l
e
PC
C
–
P
o
t
e
n
t
i
a
l
l
y
C
u
mu
l
a
t
i
v
e
l
y
C
o
n
s
i
d
e
r
a
b
l
e
CC
–
C
u
m
u
l
a
t
i
v
e
l
y
C
o
n
s
i
d
e
r
a
b
l
e
CB
–
C
u
m
u
l
a
t
i
v
e
l
y
B
e
n
e
f
i
c
i
a
l
Co
l
d
s
t
r
e
a
m
S
p
e
c
i
f
i
c
P
l
a
n
Town of Truckee
Fi
n
a
l
E
n
v
i
r
o
n
m
e
n
t
a
l
I
m
p
a
c
t
R
e
p
o
r
t
March 2014
2.
0
-
3
6
Im
p
a
c
t
Le
v
e
l
o
f
Si
g
n
i
f
i
c
a
n
c
e
Wi
t
h
o
u
t
Mi
t
i
g
a
t
i
o
n
Mi
t
i
g
a
t
i
o
n
M
e
a
s
u
r
e
Resulting Level of Significance
Wi
l
d
l
a
n
d
F
i
r
e
P
r
o
t
e
c
t
i
o
n
Al
l
f
l
a
m
m
a
b
l
e
v
e
g
e
t
a
t
i
o
n
w
h
i
c
h
c
o
u
l
d
p
o
s
e
a
th
r
e
a
t
w
i
t
h
i
n
3
0
f
e
e
t
o
f
a
l
l
s
t
r
u
c
t
u
r
e
s
s
h
a
l
l
b
e
re
m
o
v
e
d
.
A
1
0
-
f
o
o
t
f
u
e
l
m
o
d
i
f
i
c
a
t
i
o
n
z
o
n
e
s
h
a
l
l
b
e
re
q
u
i
r
e
d
o
n
b
o
t
h
s
i
d
e
s
o
f
a
l
l
r
o
a
d
s
a
n
d
dr
i
v
e
w
a
y
s
.
An
a
p
p
r
o
v
e
d
f
u
e
l
m
o
d
i
f
i
c
a
t
i
o
n
p
l
a
n
f
o
r
t
h
e
en
t
i
r
e
s
u
b
d
i
v
i
s
i
o
n
i
n
c
l
u
d
i
n
g
s
h
a
d
e
d
f
u
e
l
b
r
e
a
k
sh
a
l
l
b
e
r
e
q
u
i
r
e
d
.
Co
n
s
t
r
u
c
t
i
o
n
Co
n
s
t
r
u
c
t
i
o
n
s
h
a
l
l
c
o
m
p
l
y
w
i
t
h
a
l
l
c
u
r
r
e
n
t
co
d
e
s
a
n
d
l
o
c
a
l
o
r
d
i
n
a
n
c
e
s
.
Th
e
p
r
o
j
e
c
t
s
h
a
l
l
c
o
m
p
l
y
w
i
t
h
a
l
l
r
e
q
u
i
r
e
m
e
n
t
s
of
t
h
e
S
t
a
t
e
P
u
b
l
i
c
R
e
s
o
u
r
c
e
s
C
o
d
e
S
e
c
t
i
o
n
42
9
0
a
n
d
4
2
9
1
.
Mi
t
i
g
a
t
i
o
n
f
e
e
s
s
h
a
l
l
b
e
a
p
p
l
i
e
d
t
o
a
l
l
b
u
i
l
d
i
n
g
co
n
s
t
r
u
c
t
i
o
n
a
t
t
h
e
a
p
p
l
i
c
a
b
l
e
r
a
t
e
.
Fu
l
l
d
r
a
w
i
n
g
s
s
h
a
l
l
b
e
s
u
b
m
i
t
t
e
d
t
o
t
h
e
T
r
u
c
k
e
e
Fi
r
e
P
r
o
t
e
c
t
i
o
n
D
i
s
t
r
i
c
t
fo
r
r
e
v
i
e
w
a
n
d
a
p
p
r
o
v
a
l
pr
i
o
r
t
o
c
o
n
s
t
r
u
c
t
i
o
n
.
No
s
h
a
k
e
s
o
r
s
h
i
n
g
l
e
s
o
f
a
n
y
k
i
n
d
w
i
l
l
b
e
al
l
o
w
e
d
t
o
b
e
u
s
e
d
f
o
r
r
o
o
f
i
n
g
m
a
t
e
r
i
a
l
s
.
Ti
m
i
n
g
/
I
m
p
l
e
m
e
n
t
a
t
i
o
n
:
T
h
e
F
i
r
e
S
a
f
e
P
l
a
n
s
h
a
l
l
b
e
a
p
p
r
o
v
e
d
p
r
i
o
r
to
t
h
e
i
s
s
u
a
n
c
e
o
f
t
h
e
f
i
r
s
t
b
u
i
l
d
i
n
g
pe
r
m
i
t
.
En
f
o
r
c
e
m
e
n
t
/
M
o
n
i
t
o
r
i
n
g
:
T
r
u
c
k
e
e
F
i
re
P
r
o
t
e
c
t
i
o
n
D
i
s
t
r
i
c
t
;
T
o
w
n
o
f
Tr
u
c
k
e
e
P
l
a
n
n
i
n
g
D
i
v
i
s
i
o
n
2.
0
EXECUTIVE SUMMARY
LS
–
L
e
s
s
T
h
a
n
S
i
g
n
i
f
i
c
a
n
t
S
–
S
i
gn
i
f
i
c
a
n
t
B
–
B
e
n
e
f
i
c
i
a
l
PS
–
P
o
t
e
n
t
i
a
l
l
y
S
i
g
n
i
f
i
c
a
n
t
SU
–
S
i
g
n
i
f
ic
a
n
t
a
n
d
U
n
a
v
o
i
d
a
b
l
e
NI
–
N
o
I
m
p
a
c
t
LC
C
–
L
e
s
s
T
h
a
n
C
u
m
u
l
a
t
i
v
e
l
y
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1
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d
2.
0
EXECUTIVE SUMMARY
LS
–
L
e
s
s
T
h
a
n
S
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g
n
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f
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c
a
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t
S
–
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t
B
–
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l
PS
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t
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a
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l
y
S
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g
n
i
f
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c
a
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t
SU
–
S
i
g
n
i
f
ic
a
n
t
a
n
d
U
n
a
v
o
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d
a
b
l
e
NI
–
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o
I
m
p
a
c
t
LC
C
–
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s
s
T
h
a
n
C
u
m
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l
a
t
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v
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l
y
C
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s
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d
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r
a
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l
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PC
C
–
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t
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a
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l
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Cu
m
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l
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v
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r
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CC
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u
m
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l
a
t
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v
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l
y
C
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s
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r
a
b
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CB
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u
m
u
l
a
t
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v
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l
y
B
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n
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f
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l
To
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Coldstream Specific Plan
Ma
r
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h
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0
1
4
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2.
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3
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Resulting Level of Significance
Do
n
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r
c
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p
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s
a
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.
2.
0
EXE
C
U
T
I
V
E
SUM
M
A
R
Y
LS
–
L
e
s
s
T
h
a
n
S
i
g
n
i
f
i
c
a
n
t
S
–
S
i
gn
i
f
i
c
a
n
t
B
–
B
e
n
e
f
i
c
i
a
l
PS
–
P
o
t
e
n
t
i
a
l
l
y
S
i
g
n
i
f
i
c
a
n
t
SU
–
S
i
g
n
i
f
ic
a
n
t
a
n
d
U
n
a
v
o
i
d
a
b
l
e
NI
–
N
o
I
m
p
a
c
t
LC
C
–
L
e
s
s
T
h
a
n
C
u
m
u
l
a
t
i
v
e
l
y
C
o
n
s
i
d
e
r
a
b
l
e
PC
C
–
P
o
t
e
n
t
i
a
l
l
y
C
u
mu
l
a
t
i
v
e
l
y
C
o
n
s
i
d
e
r
a
b
l
e
CC
–
C
u
m
u
l
a
t
i
v
e
l
y
C
o
n
s
i
d
e
r
a
b
l
e
CB
–
C
u
m
u
l
a
t
i
v
e
l
y
B
e
n
e
f
i
c
i
a
l
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l
d
s
t
r
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a
m
S
p
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c
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f
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c
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l
a
n
Town of Truckee
Fi
n
a
l
E
n
v
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r
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n
m
e
n
t
a
l
I
m
p
a
c
t
R
e
p
o
r
t
March 2014
2.
0
-
4
0
Im
p
a
c
t
Le
v
e
l
o
f
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g
n
i
f
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c
a
n
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t
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a
t
i
o
n
Mi
t
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g
a
t
i
o
n
M
e
a
s
u
r
e
Resulting Level of Significance
Al
l
s
e
n
s
i
t
i
v
e
a
r
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a
s
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e
a
r
c
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t
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c
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t
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n
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.
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r
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c
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t
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a
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t
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n
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d
s
,
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d
Cr
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k
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n
d
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o
n
n
e
r
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k
En
f
o
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e
m
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t
/
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o
n
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t
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n
g
:
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o
w
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f
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n
g
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r
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g
D
i
v
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s
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o
n
;
La
h
o
n
t
a
n
R
W
Q
C
B
Im
p
a
c
t
4
.
7
.
2
D
e
v
e
l
o
p
m
e
n
t
o
f
t
h
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p
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p
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d
C
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l
d
s
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a
m
Sp
e
c
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f
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l
a
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d
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n
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a
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f
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d
t
o
ex
i
s
t
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g
c
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n
d
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t
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o
n
s
.
PS
MM
4
.
7
.
2
a
Co
l
d
s
t
r
e
a
m
S
p
e
c
i
f
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l
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s
,
in
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l
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d
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f
f
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2
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r
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t
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m
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:
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d
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c
t
LS
2.
0
EXECUTIVE SUMMARY
LS
–
L
e
s
s
T
h
a
n
S
i
g
n
i
f
i
c
a
n
t
S
–
S
i
gn
i
f
i
c
a
n
t
B
–
B
e
n
e
f
i
c
i
a
l
PS
–
P
o
t
e
n
t
i
a
l
l
y
S
i
g
n
i
f
i
c
a
n
t
SU
–
S
i
g
n
i
f
ic
a
n
t
a
n
d
U
n
a
v
o
i
d
a
b
l
e
NI
–
N
o
I
m
p
a
c
t
LC
C
–
L
e
s
s
T
h
a
n
C
u
m
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l
a
t
i
v
e
l
y
C
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n
s
i
d
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r
a
b
l
e
PC
C
–
P
o
t
e
n
t
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a
l
l
y
Cu
m
u
l
a
t
i
v
e
l
y
C
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n
s
i
d
e
r
a
b
l
e
CC
–
C
u
m
u
l
a
t
i
v
e
l
y
C
o
n
s
i
d
e
r
a
b
l
e
CB
–
C
u
m
u
l
a
t
i
v
e
l
y
B
e
n
e
f
i
c
i
a
l
To
w
n
o
f
T
r
u
c
k
e
e
Coldstream Specific Plan
Ma
r
c
h
2
0
1
4
Fi
n
a
l
E
n
v
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r
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n
m
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t
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l
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m
p
a
c
t
R
e
p
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r
t
2.
0
-
4
1
Im
p
a
c
t
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v
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f
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g
n
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f
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c
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Wi
t
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t
Mi
t
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a
t
i
o
n
Mi
t
i
g
a
t
i
o
n
M
e
a
s
u
r
e
Resulting Level of Significance
im
p
r
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v
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m
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n
t
p
l
a
n
s
.
C
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f
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m
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/
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t
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g
:
T
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w
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T
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k
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g
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D
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s
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MM
4
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7
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2
b
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t
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me
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e
M
M
4
.
7
.
2
a
a
b
o
v
e
.
Th
i
s
r
e
q
u
i
r
e
m
e
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t
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be
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m
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g
a
t
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on
m
e
a
s
u
r
e
M
M
4
.
7
.
1
a
.
Ti
m
i
n
g
/
I
m
p
l
e
m
e
n
t
a
t
i
o
n
:
D
e
s
i
g
n
of
d
r
a
i
n
a
g
e
f
a
c
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l
i
t
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s
s
h
a
l
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co
m
p
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p
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p
p
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t
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a
d
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n
g
a
n
d
d
r
a
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n
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e
p
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a
n
s
.
C
o
n
s
t
r
u
c
t
i
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n
to
b
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c
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m
p
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d
p
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m
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s
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En
f
o
r
c
e
m
e
n
t
/
M
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n
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t
o
r
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n
g
:
T
o
w
n
o
f
T
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c
k
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B
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l
d
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g
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g
D
i
v
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s
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n
s
Im
p
a
c
t
4
.
7
.
3
De
v
e
l
o
p
m
e
n
t
o
f
t
h
e
p
r
o
p
o
s
e
d
C
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l
d
s
t
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a
m
Sp
e
c
i
f
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c
P
l
a
n
w
o
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l
d
i
n
t
r
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d
u
c
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s
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d
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m
e
n
t
s
an
d
c
o
n
s
t
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t
u
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n
t
p
o
l
l
u
t
a
n
t
s
t
y
p
i
c
a
l
l
y
as
s
o
c
i
a
t
e
d
w
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t
h
u
r
b
a
n
d
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v
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l
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p
m
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n
t
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n
t
o
st
o
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m
w
a
t
e
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r
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n
o
f
f
.
T
h
e
s
e
p
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l
l
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t
a
n
t
s
w
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l
d
ha
v
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t
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p
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t
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t
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a
l
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f
d
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r
a
d
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n
g
do
w
n
s
t
r
e
a
m
s
t
o
r
m
w
a
t
e
r
q
u
a
l
i
t
y
.
PS
T
h
e
f
o
l
l
o
w
i
n
g
m
i
t
i
g
a
t
i
o
n
m
e
a
s
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r
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s
a
r
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r
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q
u
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r
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d
t
o
r
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d
u
c
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t
h
e
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m
p
a
c
t
of
r
u
n
o
f
f
g
e
n
e
r
a
t
e
d
b
y
d
e
v
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l
o
p
m
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n
t
o
f
t
h
e
p
r
o
p
o
s
e
d
p
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o
j
e
c
t
o
n
su
r
f
a
c
e
w
a
t
e
r
q
u
a
l
i
t
y
:
MM
4
.
7
.
3
a
Pr
i
o
r
t
o
t
h
e
i
s
s
u
a
n
c
e
o
f
g
r
a
d
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n
g
p
e
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m
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t
s
,
t
h
e
p
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c
t
ap
p
l
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a
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p
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p
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p
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t
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n
pr
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t
i
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n
p
l
a
n
(
S
W
P
P
P
)
c
o
n
s
i
s
t
e
n
t
w
i
t
h
t
h
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re
q
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m
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a
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R
W
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B
.
F
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l
o
w
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pr
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p
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n
g
o
f
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S
W
P
P
P
,
t
h
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p
r
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j
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c
t
a
p
p
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c
a
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s
h
a
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su
b
m
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a
N
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c
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f
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t
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n
t
t
o
t
h
e
L
a
h
o
n
t
a
n
R
W
Q
C
B
.
LS
2.
0
EXE
C
U
T
I
V
E
SUM
M
A
R
Y
LS
–
L
e
s
s
T
h
a
n
S
i
g
n
i
f
i
c
a
n
t
S
–
S
i
gn
i
f
i
c
a
n
t
B
–
B
e
n
e
f
i
c
i
a
l
PS
–
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C
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SUM
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LS
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2.
0
EXECUTIVE SUMMARY
LS
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L
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s
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f
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v
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2.
0
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LS
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2.
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C
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SUM
M
A
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LS
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v
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2.
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EXECUTIVE SUMMARY
LS
–
L
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s
T
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f
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v
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NI
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f
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4
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Resulting Level of Significance
En
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4
.
8
.
1
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2
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2.
0
EXECUTIVE SUMMARY
LS
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L
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v
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C
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B
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To
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Coldstream Specific Plan
Ma
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0
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4
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n
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M
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Resulting Level of Significance
th
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D
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4
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8
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2
c
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f
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b
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D
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v
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s
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n
2.
0
EXE
C
U
T
I
V
E
SUM
M
A
R
Y
LS
–
L
e
s
s
T
h
a
n
S
i
g
n
i
f
i
c
a
n
t
S
–
S
i
gn
i
f
i
c
a
n
t
B
–
B
e
n
e
f
i
c
i
a
l
PS
–
P
o
t
e
n
t
i
a
l
l
y
S
i
g
n
i
f
i
c
a
n
t
SU
–
S
i
g
n
i
f
ic
a
n
t
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L
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2.
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6
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o
f
2.
0
EXECUTIVE SUMMARY
LS
–
L
e
s
s
T
h
a
n
S
i
g
n
i
f
i
c
a
n
t
S
–
S
i
gn
i
f
i
c
a
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t
B
–
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e
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f
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c
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a
l
PS
–
P
o
t
e
n
t
i
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l
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y
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n
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f
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c
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SU
–
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i
g
n
i
f
ic
a
n
t
a
n
d
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n
a
v
o
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d
a
b
l
e
NI
–
N
o
I
m
p
a
c
t
LC
C
–
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s
s
T
h
a
n
C
u
m
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l
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v
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l
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C
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m
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m
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f
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c
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l
To
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Coldstream Specific Plan
Ma
r
c
h
2
0
1
4
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n
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l
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n
v
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m
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-
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3
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p
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Mi
t
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M
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a
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r
e
Resulting Level of Significance
cl
u
s
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r
s
o
f
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s
p
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p
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a
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s
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n
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a
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h
o
w
n
on
a
l
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p
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c
t
p
l
a
n
s
.
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i
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s
,
c
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s
t
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c
t
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a
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s
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la
m
i
n
a
t
e
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s
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a
t
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to
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d
i
n
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t
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n
s
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e
.
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r
a
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g
(
g
r
a
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e
c
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s
or
f
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)
s
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i
n
e
s
o
f
p
r
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t
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c
t
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d
t
r
e
e
s
.
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t
r
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n
c
h
i
n
g
s
h
a
l
l
b
e
a
l
l
o
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d
w
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t
h
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e
dr
i
p
l
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o
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p
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t
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d
t
r
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s
.
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f
i
t
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s
a
b
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e
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o
f
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,
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t
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l
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sh
a
l
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b
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b
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d
a
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d
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k
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d
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a
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d
a
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t
.
Ti
m
i
n
g
/
I
m
p
l
e
m
e
n
t
a
t
i
o
n
:
P
r
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t
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d
t
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s
a
n
d
a
s
s
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d
d
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ar
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l
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p
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m
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t
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d
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d
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p
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s
En
f
o
r
c
e
m
e
n
t
/
M
o
n
i
t
o
r
i
n
g
:
T
o
w
n
of
T
r
u
c
k
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e
P
l
a
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n
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g
D
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v
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o
n
Im
p
a
c
t
4
.
8
.
8
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m
p
l
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n
t
a
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l
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a
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p
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l
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4
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7
,
H
y
d
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y
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d
W
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a
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.
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LCC
2.
0
EXE
C
U
T
I
V
E
SUM
M
A
R
Y
LS
–
L
e
s
s
T
h
a
n
S
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f
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t
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t
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n
t
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a
l
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y
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g
n
i
f
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c
a
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t
SU
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g
n
i
f
ic
a
n
t
a
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d
U
n
a
v
o
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d
a
b
l
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NI
–
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m
p
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LC
C
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v
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2.
0
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6
4
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p
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Resulting Level of Significance
4.
9
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PS
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9
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2
a
Pr
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C
A
-
N
E
V
-
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2.
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C
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SUM
M
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LS
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LS
2.
0
EXECUTIVE SUMMARY
LS
–
L
e
s
s
T
h
a
n
S
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g
n
i
f
i
c
a
n
t
S
–
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gn
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f
i
c
a
n
t
B
–
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f
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l
PS
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P
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t
e
n
t
i
a
l
l
y
S
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n
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f
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c
a
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t
SU
–
S
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g
n
i
f
ic
a
n
t
a
n
d
U
n
a
v
o
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d
a
b
l
e
NI
–
N
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I
m
p
a
c
t
LC
C
–
L
e
s
s
T
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a
n
C
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m
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t
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v
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l
y
C
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s
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r
a
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PC
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l
y
Cu
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l
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v
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y
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s
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r
a
b
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CC
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C
u
m
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t
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l
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C
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o
v
e
d
de
v
e
l
o
p
m
e
n
t
i
n
t
h
e
T
T
U
S
D
s
e
r
v
i
c
e
a
r
e
a
,
wo
u
l
d
i
n
c
r
e
a
s
e
t
h
e
d
e
m
a
n
d
f
o
r
s
c
h
o
o
l
se
r
v
i
c
e
s
p
r
o
v
i
d
e
d
b
y
t
h
e
T
T
U
S
D
.
LC
C
N
o
n
e
r
e
q
u
i
r
e
d
.
L
C
C
4.
1
2
U
t
i
l
i
t
i
e
s
a
n
d
S
e
r
v
i
c
e
S
y
s
t
e
m
s
Im
p
a
c
t
4
.
1
2
.
1
.
1
Im
p
l
e
m
e
n
t
a
t
i
o
n
o
f
t
h
e
p
r
o
p
o
s
e
d
Co
l
d
s
t
r
e
a
m
S
p
e
c
i
f
i
c
P
l
a
n
w
o
u
l
d
i
n
c
r
e
a
s
e
de
m
a
n
d
f
o
r
w
a
t
e
r
s
e
r
v
i
c
e
a
n
d
w
o
u
l
d
LS
N
o
n
e
r
e
q
u
i
r
e
d
.
L
S
2.
0
EXECUTIVE SUMMARY
LS
–
L
e
s
s
T
h
a
n
S
i
g
n
i
f
i
c
a
n
t
S
–
S
i
gn
i
f
i
c
a
n
t
B
–
B
e
n
e
f
i
c
i
a
l
PS
–
P
o
t
e
n
t
i
a
l
l
y
S
i
g
n
i
f
i
c
a
n
t
SU
–
S
i
g
n
i
f
ic
a
n
t
a
n
d
U
n
a
v
o
i
d
a
b
l
e
NI
–
N
o
I
m
p
a
c
t
LC
C
–
L
e
s
s
T
h
a
n
C
u
m
u
l
a
t
i
v
e
l
y
C
o
n
s
i
d
e
r
a
b
l
e
PC
C
–
P
o
t
e
n
t
i
a
l
l
y
Cu
m
u
l
a
t
i
v
e
l
y
C
o
n
s
i
d
e
r
a
b
l
e
CC
–
C
u
m
u
l
a
t
i
v
e
l
y
C
o
n
s
i
d
e
r
a
b
l
e
CB
–
C
u
m
u
l
a
t
i
v
e
l
y
B
e
n
e
f
i
c
i
a
l
To
w
n
o
f
T
r
u
c
k
e
e
Coldstream Specific Plan
Ma
r
c
h
2
0
1
4
Fi
n
a
l
E
n
v
i
r
o
n
m
e
n
t
a
l
I
m
p
a
c
t
R
e
p
o
r
t
2.
0
-
7
1
Im
p
a
c
t
Le
v
e
l
o
f
Si
g
n
i
f
i
c
a
n
c
e
Wi
t
h
o
u
t
Mi
t
i
g
a
t
i
o
n
Mi
t
i
g
a
t
i
o
n
M
e
a
s
u
r
e
Resulting Level of Significance
re
q
u
i
r
e
t
h
e
e
x
t
e
n
s
i
o
n
o
f
w
a
t
e
r
d
i
s
t
r
i
b
u
t
i
o
n
fa
c
i
l
i
t
i
e
s
t
o
s
e
r
v
e
t
h
e
p
r
o
j
e
c
t
s
i
t
e
.
Im
p
a
c
t
4
.
1
2
.
1
.
2
Im
p
l
e
m
e
n
t
a
t
i
o
n
o
f
t
h
e
p
r
o
p
o
s
e
d
Co
l
d
s
t
r
e
a
m
S
p
e
c
i
f
i
c
P
l
a
n
,
i
n
c
o
m
b
i
n
a
t
i
o
n
wi
t
h
c
u
m
u
l
a
t
i
v
e
d
e
v
e
l
o
p
m
e
n
t
u
n
d
e
r
t
h
e
To
w
n
o
f
T
r
u
c
k
e
e
G
e
n
e
r
a
l
P
l
a
n
,
w
o
u
l
d
in
c
r
e
a
s
e
t
h
e
c
u
r
r
e
n
t
d
e
m
a
n
d
f
o
r
w
a
t
e
r
su
p
p
l
y
a
n
d
d
i
s
t
r
i
b
u
t
i
o
n
f
a
c
i
l
i
t
i
e
s
.
LC
C
N
o
n
e
r
e
q
u
i
r
e
d
.
L
C
C
Im
p
a
c
t
4
.
1
2
.
2
.
1
Im
p
l
e
m
e
n
t
a
t
i
o
n
o
f
t
h
e
p
r
o
p
o
s
e
d
Co
l
d
s
t
r
e
a
m
S
p
e
c
i
f
i
c
P
l
a
n
w
o
u
l
d
r
e
q
u
i
r
e
th
e
e
x
t
e
n
s
i
o
n
o
f
w
a
s
t
e
w
a
t
e
r
i
n
f
r
a
s
t
r
u
c
t
u
r
e
to
t
h
e
p
r
o
j
e
c
t
s
i
t
e
.
LS
N
o
n
e
r
e
q
u
i
r
e
d
.
L
S
Im
p
a
c
t
4
.
1
2
.
2
.
2
I
m
p
l
e
m
e
n
t
a
t
i
o
n
o
f
t
h
e
p
r
o
p
o
s
e
d
p
r
o
j
e
c
t
wo
u
l
d
g
e
n
e
r
a
t
e
a
d
d
i
ti
o
n
a
l
w
a
s
t
e
w
a
t
e
r
fl
o
w
s
t
h
a
t
w
o
u
l
d
b
e
t
r
e
a
t
e
d
a
t
t
h
e
T
T
S
A
wa
t
e
r
r
e
c
l
a
m
a
t
i
o
n
p
l
a
n
t
.
LS
N
o
n
e
r
e
q
u
i
r
e
d
.
L
S
Im
p
a
c
t
4
.
1
2
.
2
.
3
Im
p
l
e
m
e
n
t
a
t
i
o
n
o
f
t
h
e
p
r
o
p
o
s
e
d
Co
l
d
s
t
r
e
a
m
S
p
e
c
i
f
i
c
P
l
a
n
,
i
n
c
o
m
b
i
n
a
t
i
o
n
wi
t
h
o
t
h
e
r
a
p
p
r
o
v
e
d
a
n
d
p
l
a
n
n
e
d
de
v
e
l
o
p
m
e
n
t
i
n
t
h
e
T
T
S
A
a
n
d
T
S
D
s
e
r
v
i
c
e
ar
e
a
s
,
w
o
u
l
d
i
n
c
r
e
a
s
e
t
h
e
c
u
r
r
e
n
t
d
e
m
a
n
d
fo
r
w
a
s
t
e
w
a
t
e
r
c
o
l
l
e
c
t
i
o
n
a
n
d
t
r
e
a
t
m
e
n
t
se
r
v
i
c
e
s
.
LC
C
N
o
n
e
r
e
q
u
i
r
e
d
.
L
C
C
Im
p
a
c
t
4
.
1
2
.
3
.
1
Im
p
l
e
m
e
n
t
a
t
i
o
n
o
f
t
h
e
p
r
o
p
o
s
e
d
Co
l
d
s
t
r
e
a
m
S
p
e
c
i
f
i
c
P
l
a
n
w
o
u
l
d
n
o
t
c
a
u
s
e
a
s
u
b
s
t
a
n
t
i
a
l
i
n
c
r
e
a
s
e
i
n
d
e
m
a
n
d
f
o
r
s
o
l
i
d
wa
s
t
e
d
i
s
p
o
s
a
l
s
e
r
v
i
c
e
s
a
b
o
v
e
t
h
a
t
f
o
r
wh
i
c
h
t
h
e
a
f
f
e
c
t
e
d
a
g
e
n
c
y
o
r
u
t
i
l
i
t
y
h
a
s
pl
a
n
n
e
d
.
LS
N
o
n
e
r
e
q
u
i
r
e
d
.
L
S
Im
p
a
c
t
4
.
1
2
.
3
.
2
Im
p
l
e
m
e
n
t
a
t
i
o
n
o
f
t
h
e
p
r
o
p
o
s
e
d
p
r
oj
e
c
t
L
S
N
o
n
e
r
e
q
u
i
r
e
d
.
L
S
2.
0
EXE
C
U
T
I
V
E
SUM
M
A
R
Y
LS
–
L
e
s
s
T
h
a
n
S
i
g
n
i
f
i
c
a
n
t
S
–
S
i
gn
i
f
i
c
a
n
t
B
–
B
e
n
e
f
i
c
i
a
l
PS
–
P
o
t
e
n
t
i
a
l
l
y
S
i
g
n
i
f
i
c
a
n
t
SU
–
S
i
g
n
i
f
ic
a
n
t
a
n
d
U
n
a
v
o
i
d
a
b
l
e
NI
–
N
o
I
m
p
a
c
t
LC
C
–
L
e
s
s
T
h
a
n
C
u
m
u
l
a
t
i
v
e
l
y
C
o
n
s
i
d
e
r
a
b
l
e
PC
C
–
P
o
t
e
n
t
i
a
l
l
y
C
u
mu
l
a
t
i
v
e
l
y
C
o
n
s
i
d
e
r
a
b
l
e
CC
–
C
u
m
u
l
a
t
i
v
e
l
y
C
o
n
s
i
d
e
r
a
b
l
e
CB
–
C
u
m
u
l
a
t
i
v
e
l
y
B
e
n
e
f
i
c
i
a
l
Co
l
d
s
t
r
e
a
m
S
p
e
c
i
f
i
c
P
l
a
n
Town of Truckee
Fi
n
a
l
E
n
v
i
r
o
n
m
e
n
t
a
l
I
m
p
a
c
t
R
e
p
o
r
t
March 2014
2.
0
-
7
2
Im
p
a
c
t
Le
v
e
l
o
f
Si
g
n
i
f
i
c
a
n
c
e
Wi
t
h
o
u
t
Mi
t
i
g
a
t
i
o
n
Mi
t
i
g
a
t
i
o
n
M
e
a
s
u
r
e
Resulting Level of Significance
wo
u
l
d
n
o
t
i
n
h
i
b
i
t
s
o
l
i
d
w
a
s
t
e
s
o
u
r
c
e
re
d
u
c
t
i
o
n
p
r
o
g
r
a
m
s
o
f
t
h
e
T
o
w
n
o
f
Tr
u
c
k
e
e
.
Im
p
a
c
t
4
.
1
2
.
3
.
3
Im
p
l
e
m
e
n
t
a
t
i
o
n
o
f
t
h
e
p
r
o
p
o
s
e
d
p
r
o
j
e
c
t
co
u
l
d
r
e
s
u
l
t
i
n
a
s
h
o
r
t
-
t
e
r
m
i
n
c
r
e
a
s
e
i
n
de
m
a
n
d
a
t
t
h
e
E
a
s
t
e
r
n
R
e
g
i
o
n
a
l
L
a
n
d
f
i
l
l
MR
F
d
u
r
i
n
g
p
r
o
j
e
c
t
c
o
n
s
t
r
u
c
t
i
o
n
.
LS
N
o
n
e
r
e
q
u
i
r
e
d
.
L
S
Im
p
a
c
t
4
.
1
2
.
3
.
4
Th
e
p
r
o
p
o
s
e
d
C
o
l
d
s
t
r
e
a
m
S
p
e
c
i
f
i
c
P
l
a
n
,
i
n
co
m
b
i
n
a
t
i
o
n
w
i
t
h
o
t
h
e
r
p
l
a
n
n
e
d
a
n
d
ap
p
r
o
v
e
d
p
r
o
j
e
c
t
s
i
n
T
T
S
D
’
s
s
e
r
v
i
c
e
a
r
e
a
,
wo
u
l
d
c
o
n
t
r
i
b
u
t
e
t
o
c
u
m
u
l
a
t
i
v
e
d
e
m
a
n
d
s
fo
r
s
o
l
i
d
w
a
s
t
e
d
i
s
p
o
s
a
l
s
e
r
v
i
c
e
s
.
LC
C
N
o
n
e
r
e
q
u
i
r
e
d
.
L
C
C
Im
p
a
c
t
4
.
1
2
.
4
.
1
Im
p
l
e
m
e
n
t
a
t
i
o
n
o
f
t
h
e
p
r
o
p
o
s
e
d
Co
l
d
s
t
r
e
a
m
S
p
e
c
i
f
i
c
P
l
a
n
w
o
u
l
d
i
n
c
r
e
a
s
e
th
e
d
e
m
a
n
d
f
o
r
e
l
e
c
t
r
i
c
a
l
,
n
a
t
u
r
a
l
g
a
s
,
te
l
e
p
h
o
n
e
,
a
n
d
c
a
b
l
e
s
e
r
v
i
c
e
.
Se
r
v
i
c
e
pr
o
v
i
d
e
r
s
h
a
v
e
i
n
d
i
c
a
t
e
d
t
h
a
t
i
n
f
r
a
s
t
r
u
c
t
u
r
e
is
a
v
a
i
l
a
b
l
e
a
n
d
c
a
n
b
e
e
x
t
e
n
d
e
d
t
o
s
e
r
v
e
th
e
p
r
o
j
e
c
t
s
i
t
e
.
LS
N
o
n
e
r
e
q
u
i
r
e
d
.
LS
Im
p
a
c
t
4
.
1
2
.
4
.
2
Im
p
l
e
m
e
n
t
a
t
i
o
n
o
f
t
h
e
p
r
o
p
o
s
e
d
Co
l
d
s
t
r
e
a
m
S
p
e
c
i
f
i
c
P
l
a
n
w
o
u
l
d
c
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4.
1
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q
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4
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C
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SUM
M
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LS
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f
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d
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v
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d
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NI
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p
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LC
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3.0 EVALUATION OF PROJECT
MODIFICATIONS AND DRAFT EIR
COMMENTS AND RESPONSES
3.0 EVALUATION OF PROJECT MODIFICATIONS AND EIR COMMENTS AND RESPONSES
3.1 INTRODUCTION
This section of the Final EIR includes the following:
• Evaluation of modifications to the proposed Coldstream Specific Plan since release of
the Draft EIR.
• Comments on the Draft EIR and Partially Revised Draft EIR and response to those
comments.
3.2 MODIFICATIONS TO PROJECT CHARACTERISTICS
As further described below, the proposed Coldstream Specific Plan land use plan has been
modified and the extent of development intensity has been reduced with only two roadway
connection options now proposed. In addition, further details on the proposed restoration of
Cold Creek have been provided for consideration in the Final EIR.
PROPOSED MODIFICATIONS TO THE COLDSTREAM SPECIFIC PLAN LAND USE DIAGRAM
Since preparation of the Draft EIR, the project applicant has prepared two new land use
diagram and roadway design options (Option A and Option B see Figures 3.0-1 and 3.0-2) for
the proposed Coldstream Specific Plan in response to feedback provided during a joint
workshop held with the Planning Commission and Town Council in September 2011. Table 3.0-1
provides a summary of proposed land use changes as compared to the originally proposed
Coldstream Specific Plan.
Town of Truckee Coldstream Specific Plan
March 2014 Final Environmental Impact Report
3.0-1
3.0 EVALUATION OF PROJECT MODIFICATIONS AND EIR COMMENTS AND RESPONSES
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Coldstream Specific Plan Town of Truckee
Final Environmental Impact Report March 2014
3.0-2
3.0 EVALUATION OF PROJECT MODIFICATIONS AND EIR COMMENTS AND RESPONSES
FIGURES 3.0-1 OPTION A
Town of Truckee Coldstream Specific Plan
March 2014 Final Environmental Impact Report
3.0-3
3.0 EVALUATION OF PROJECT MODIFICATIONS AND EIR COMMENTS AND RESPONSES
Page 2
Coldstream Specific Plan Town of Truckee
Final Environmental Impact Report March 2014
3.0-4
3.0 EVALUATION OF PROJECT MODIFICATIONS AND EIR COMMENTS AND RESPONSES
FIGURE 3.0-2 OPTION B
Town of Truckee Coldstream Specific Plan
March 2014 Final Environmental Impact Report
3.0-5
3.0 EVALUATION OF PROJECT MODIFICATIONS AND EIR COMMENTS AND RESPONSES
Page 2
Coldstream Specific Plan Town of Truckee
Final Environmental Impact Report March 2014
3.0-6
3.0 EVALUATION OF PROJECT MODIFICATIONS AND EIR COMMENTS AND RESPONSES
TABLE 3.0-1
OPTION A AND B IN COMPARISON TO THE ORIGINAL SPECIFIC PLAN
Zoning District Originally Proposed
Specific Plan
Option A
Acreage/Square Feet/Units
Option B
Acreage/Square Feet/Units
Commercial
Village Mixed-Use
Commercial (MUC)
8.6 acres allowing up to
70,000 square feet of
retail and commercial
uses and lodging.
Residential land uses
are also encouraged in
this district.
9.6 acres allowing up to
30,000 square feet of retail
and commercial uses and
lodging. Residential land uses
are also encouraged in this
district.
9.6 acres allowing up to
30,000 square feet of retail
and commercial uses and
lodging. Residential land uses
are also encouraged in this
district.
Residential
Residential 54.4 acres total
providing up to 345
residential units
(including affordable
housing) including the
following residential
districts (Note – while
not identified in the
Specific Plan, the Draft
EIR assumed that up to
141 second units could
be developed on the
site – Draft EIR page
4.0-2):
60.2 acres total providing up
to 300 residential units
(including affordable
housing), and up to 75
secondary dwelling units,
including the following
residential districts:
56.8 acres total providing up
to 300 residential units
(including affordable
housing), and up to 75
secondary dwelling units,
including the following
residential districts:
Village Green Residential
(VGR)
11.4 acres 20.4 acres 20.4 acres
Village Green Residential
Small Lot
7.0 acres 0 acres 0 acres
Forest Residential 10.5 acres 0 acres 0 acres
Lakeside Residential (LR) 25.5 acres 39.8 acres 36.4 acres
Recreation
Recreation 7.0 acres 3.8 acres 6.5 acres
Open Space
Open Space 108.6 acres 105.3 acres 106 acres
Source: Stonebridge Properties, April 2012
Option A
As shown in Figure 3.0-1 and Table 3.0-1, proposed Option A would have a reduced intensity of
residential and commercial development as well as provide a full connection to Deerfield Drive to
the east through the project site utilizing a circuitous roadway system to discourage vehicle trips
that pass through the site to access Deerfield Drive and State Route 89 south of Interstate 80.
Modifications to the project design also include the following:
Town of Truckee Coldstream Specific Plan
March 2014 Final Environmental Impact Report
3.0-7
3.0 EVALUATION OF PROJECT MODIFICATIONS AND EIR COMMENTS AND RESPONSES
• The Lakeside Residential area has been expanded to generally follow the revised street
pattern, and the previously proposed Forest Residential has been eliminated; a portion of
these lots is now proposed to be located directly east of the Recreation area.
• The Village Green Residential area has been modified to increase buffer areas between
the proposed home sites and Donner Memorial State Park consistent with the
requirements of Draft EIR mitigation measure MM 4.1.3; a portion of these lots has been
shifted to include around the MUC area of the project.
• Provision of on-site trailhead parking.
• The General Plan would be amended to re-designate Cold Stream Road from a Local
Road to a Minor Collector from the project site to Donner Pass Road.
All other aspects of Option A are similar to the original Coldstream Specific Plan.
Option B
Option B would have the same reduced intensity of development and development pattern as
Option A. However, Option B would consist of an emergency-only access to Deerfield Drive and
the development of a neighborhood park at this location. All other aspects of Option B are
similar to the original Coldstream Specific Plan.
COLDSTREAM RESTORATION AND MANAGEMENT PLAN/COLD CREEK FLOODPLAIN RESTORATION
PLAN
As described in Section 3.0, Project Description, of the Draft EIR, a key component of the
proposed Coldstream Specific Plan is enhancement of former mining pond areas and
restoration of Cold Creek and Donner Creek (see Draft EIR pages 3.0-20 through -27). This
information is included in Chapter 3, Section 3.2, of the Coldstream Specific Plan. In addition,
Appendix B in the Coldstream Specific Plan provides additional detailed information regarding
the proposed project’s Restoration and Management Plan, which includes mitigation and
enhancement objectives, design criteria for slope stabilization and wetland creation and
enhancement, habitat enhancement, monitoring programs, and long-term management.
Since preparation of the Draft EIR, the project applicant provided 25 percent submittal plans for
the Cold Creek Floodplain Restoration, and the plans have been included as Appendix A of the
Final EIR. The plans provide details for restoration of approximately 2,300 linear feet of Cold
Creek. Construction activities include demolition and replacement of the existing bridge
located on the project site, channel bank grading, placement of log and boulder structures,
and revegetation with native riparian species. The objectives of the restoration work include
restoring geomorphically appropriate channel dimensions, restoring vegetation density along
the creek channel, improving habitat by creation of inset floodplain and in-stream structures,
and reduction in erosion of the stream banks to improve water quality. The plan set includes
detailed topography, locations for material stockpiling and equipment staging, plan view and
cross-section details of in-stream and floodplain work areas, cross-section details of in-stream
work areas, best management practice (BMP) notes and details, and revegetation details. The
plans were prepared in consultation with the Truckee River Watershed Council and the
California State Department of Parks and Recreation, and a portion of the work is proposed to
occur on State Parks property located south and west of the proposed Coldstream Specific Plan
area boundaries.
Coldstream Specific Plan Town of Truckee
Final Environmental Impact Report March 2014
3.0-8
3.0 EVALUATION OF PROJECT MODIFICATIONS AND EIR COMMENTS AND RESPONSES
3.3 ENVIRONMENTAL EFFECTS OF MODIFICATIONS TO THE PROPOSED PROJECT
Although the proposed Coldstream Specific Plan has been modified since circulation of the
Draft EIR (as described above), no new significant impacts were identified as a result of the
modifications. CEQA Guidelines Section 15088.5(a) (Recirculation of an EIR Prior to Certification)
states, “New information added to an EIR is not ‘significant’ unless the EIR is changed in a way
that deprives the public of a meaningful opportunity to comment upon a substantial adverse
environmental effect of the project or a feasible way to mitigate or avoid such an effect…”
Significant new information includes:
1) A new significant environmental impact resulting from the project or from a new
mitigation measure proposed to be implemented.
2) A substantial increase in the severity of an environmental impact unless mitigation
measures are adopted that reduce the impact to a level of insignificance.
3) A feasible project alternative or mitigation measure considerably different from others
previously analyzed would clearly lessen the significant environmental impacts of the
project, but the project’s proponents decline to adopt it.
4) The Draft EIR was so fundamentally and basically inadequate and conclusory in nature
that meaningful public review and comment were precluded.
As none of the above scenarios resulted from modifications of the project, recirculation of the
EIR is not necessary, consistent with the provisions of CEQA Guidelines Section 15088.5. An
analysis of the environmental effects of the modifications for each issue area is provided in the
following discussion. Minor modifications to the mitigation measures have been made to match
Options A and B and are shown in Table 2.0-1 and Section 4.0.
Land Use
The Draft EIR identified one potentially significant land use impact associated with potential land
use conflicts with the operation of the Donner Memorial State Park that would be mitigated to
less than significant with the modification of the site design with the provision of a enhanced
buffer and fencing (see Draft EIR pages 4.1-17 through -22 and mitigation measure MM 4.1.3). As
shown in Figures 3.0-1 and 3.0-2, proposed Options A and B would incorporate the modification
to the site design and would minimize this impact originally identified in the Draft EIR.
Transportation and Circulation
A revised Traffic Impact Analysis prepared by LSC has been prepared to evaluate these options
and is included in Appendix B of the Final EIR. Options A and B would generate the same
number of vehicle trips and would result in 369 total summer PM peak hour trips (see Appendix B
page 14) as compared to the originally proposed Coldstream Specific Plan that was estimated
to generate 491 total PM peak hour trips (see Draft EIR page 4.2-32).
Construction Impacts
Draft EIR Impact 4.2.1 identified that project construction activities could temporarily generate
construction traffic volumes that could exceed Town LOS standards on area intersections (I-80
Eastbound Ramps/Coldstream Road/Donner Pass). This impact would be mitigated through
Town of Truckee Coldstream Specific Plan
March 2014 Final Environmental Impact Report
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3.0 EVALUATION OF PROJECT MODIFICATIONS AND EIR COMMENTS AND RESPONSES
implementation of mitigation measure MM 4.2.1 that requires the development and
implementation of a Construction Management Plan.
Proposed Options A and B could result in the same impact, but would not result in any changes or
increased severity of the identified impact given that development potential is less than the
original project design.
Intersection Operational Impacts for Year 2010 and 2030 Conditions
Draft EIR Impacts 4.2.2 and 4.2.11 identified significant LOS impacts to the following intersections:
• SR 89 South/Donner Pass Road – for all Specific Plan options under 2010 and 2030
conditions
• I-80 Westbound Ramps/Donner Pass Road (western interchange) – for Specific Plan
options 2, 3, and 4 for 2010 conditions and all Specific Plan options under 2030 conditions
• I-80 Eastbound Ramps/Donner Pass Road/Coldstream Road – for all Specific Plan options
under 2010 and 2030 conditions
Option A would avoid year 2010 impacts to the I-80 Westbound Ramps/Donner Pass Road
intersection, while Option B would not. All other significant intersection impacts identified in the
Draft EIR for year 2010 and 2030 conditions would also occur for Option A and B. However, these
options would reduce their contribution to summer P.M. peak hour traffic at the intersections
from 2 to 6 percent as compared to the original project design (see Appendix B pages 52
through 56 as compared to Draft EIR pages 4.2-58 and -59). Implementation of mitigation
measures MM 4.2.2a, b, and c would mitigate these impacts for Options A and B. LSC
conducted a phasing analysis of project development under year 2010 conditions to determine
at what extent of development would mitigation be required to address deficient level of
service operation (full access connection to Deerfield Drive or improvement to the I-80
Westbound Ramps/Donner Pass Road [western interchange] – mitigation measure MM 4.2.2b).
The analysis identified the following (see Appendix B):
• Assuming all of the proposed project commercial uses are constructed, all of the PC-1
dwelling units to the west of Cold Creek could be constructed. In addition,
approximately 37 dwelling units (assumed to consist of 33 primary residences and 4
vacation homes) could be constructed in PC-1 to the east of Cold Creek. A total of
about 13 secondary units are estimated to be included to the east of the creek.
• Assuming all of the proposed project dwelling units to the west of Cold Creek are
constructed, all of the project commercial uses could be constructed in 2010.
• Conversely, if all of the project dwelling units are constructed in 2010 without the
commercial uses, either the Deerfield Drive connection or improvement to the I-80
Westbound Ramps/Donner Pass Road would be needed, due to an exceedance of the
LOS threshold at the I-80 Westbound Ramps/Donner Pass Road intersection.
Intersection Queuing Exceeding Storage Capacity Under 2010 and 2030 Conditions
Draft EIR Impacts 4.2.3 and 4.2.12 identify potential queuing issues where traffic volumes would
exceed available storage lengths at intersections that would obstruct driveways and through
lanes at the following intersections:
Coldstream Specific Plan Town of Truckee
Final Environmental Impact Report March 2014
3.0-10
3.0 EVALUATION OF PROJECT MODIFICATIONS AND EIR COMMENTS AND RESPONSES
• SR 89/Deerfield Drive (year 2010 and 2030 conditions)
• I-80 Westbound Ramps/Donner Pass Road (year 2030 conditions)
• I-80 Eastbound Ramps/Donner Pass Road/Coldstream Road (year 2010 and 2030
conditions)
Options A and B would avoid significant queuing impacts under year 2010 conditions for the I-80
Eastbound Ramps/Donner Pass Road/Coldstream Road intersection, but would result in
significant queuing impacts for the SR 89/Deerfield Drive. Under 2030 conditions Options A and B
result in significant queuing impacts to the SR 89/Deerfield Drive intersection, while only Option B
would result in significant queuing impacts to the I-80 Westbound Ramps/Donner Pass Road and
the I-80 Eastbound Ramps/Donner Pass Road/Coldstream Road intersections. These queuing
impacts would be mitigated through the implementation of mitigation measures MM 4.2.2c and
4.2.3b that include intersection improvements, pavement marks and signage. Options A and B
would have reduced queue lengths in comparison to the original project design.
Exceedance of Level of Service Thresholds at Study Roadways
Draft EIR Impacts 4.2.4 and 4.2.13 identified that the proposed project would not result in an
exceedance of LOS for project area roadways under 2010 or 2030 conditions. Options A and B
would result in the same LOS conditions (LOS D) under 2010 and 2030 conditions similar to the
proposed project (though traffic volumes would be reduced).
Conflicts with Existing Goals and Policies
Draft EIR Impact 4.2.5 identified that the proposed project options 2, 3, and 4 would conflict with
General Plan Circulation Element Policy 2.4 and Goal CIR-4 and result in a significant impact.
Under Option A, average daily traffic (ADT) one-way trips on the local roadway segment of
Deerfield Drive east of the project area would be reduced to 950 trips and would be consistent
with Policy 2.4 and Goal CIR-4. Option B would conflict with these policy provisions similar to
originally proposed Coldstream Specific Plan options 2, 3, and 4. This impact would remain
significant and unavoidable for Option B.
Inadequate Emergency Access
Draft EIR Impact 4.2.6 identified that the proposed project would be consistent with the Town’s
emergency access standards. Options A and B would also be consistent with these standards.
Inadequate Parking Capacity
Draft EIR Impact 4.2.7 identified that the proposed project would provide adequate parking.
Options A and B would also provide adequate parking.
Pedestrian/Bicycle Conflicts and Consistency with Trails and Bikeways Master Plan
Draft EIR Impact 4.2.8 identified that the proposed project would not result in substantial conflicts
between motor vehicles and pedestrians/bicyclists and is consistent with the Town of Truckee’s
Trails and Bikeways Master Plan. Options A and B include the same proposed trail system design
as the originally proposed Coldstream Specific Plan as well as trailhead parking that was not
originally proposed.
Town of Truckee Coldstream Specific Plan
March 2014 Final Environmental Impact Report
3.0-11
3.0 EVALUATION OF PROJECT MODIFICATIONS AND EIR COMMENTS AND RESPONSES
Conflicts with Transit Policies, Plans or Programs
Draft EIR Impact 4.2.9 identified that the proposed project would not result in substantial conflicts
with policies, plans, or programs for transit service. Options A and B would also not result in any
substantial conflicts.
Exacerbation of an Existing Traffic Safety Deficiency
Draft EIR Impact 4.2.10 identified that the proposed project may exacerbate an existing traffic
safety deficiency within the project site. Mitigation measures MM 4.2.10a through d were
identified to address this impact. Options A and B would also result in the same potential traffic
safety impacts. In addition to mitigation measures MM 4.2.10a through c, LSC has identified an
additional mitigation measure that would require the project site’s Primary Road internal “T”
intersection to be either modified as through movement or provide signage directing through
traffic away from the cul-de-sac.
Noise
The Draft EIR identified the following significant noise impacts for the proposed project:
• Construction Noise Impacts (Impact 4.3.1) – reduced to less than significant by
implementation of mitigation measures MM 4.3.1a and b
• Exterior Traffic Noise Impacts at the Project Site Under Project and Cumulative Conditions
(Impacts 4.3.3 and 4.3.9) – reduced to less than significant by implementation of
mitigation measure MM 4.3.3
• Interior Traffic Noise Impacts on the Project Site (Impact 4.3.4) – reduced to less than
significant by implementation of mitigation measure MM 4.3.4
• Traffic Noise Impacts to Existing Residents along Deerfield Drive for Option 1 Under Project
and Cumulative Conditions (Impacts 4.3.5 and 4.3.9) – reduced to less than significant by
implementation of mitigation measure MM 4.3.5
• On-Site Retail/Commercial Noise Source Impacts Under Project and Cumulative
Conditions (Impacts 4.3.8 and 4.3.9) – reduced to less than significant by implementation
of mitigation measures MM 4.3.8a through c
While Options A and B would reduce the overall development intensity on the project site, it
would still result in the same significant but mitigable noise impacts. Options A and B would
reduce the extent of future resident exposure to traffic noise as well as reduce the potential
extent of retail and commercial noise.
Air Quality
The Draft EIR identified the following significant air quality impacts for the proposed project:
• Construction Air Quality Impacts (Impact 4.4.1) – reduced to less than significant by
implementation of mitigation measures MM 4.4.1a and b
• Operational Air Quality Impacts (Impacts 4.4.3 and 4.3.9) – reduced to less than
significant by implementation of mitigation measure MM 4.4.3a and b
Coldstream Specific Plan Town of Truckee
Final Environmental Impact Report March 2014
3.0-12
3.0 EVALUATION OF PROJECT MODIFICATIONS AND EIR COMMENTS AND RESPONSES
• Exposure to Mobile-Source Toxic Air Contaminants (Impact 4.4.6) – reduced to less than
significant by implementation of mitigation measure MM 4.4.6
• Cumulative Air Quality Operational Impacts (Impact 4.48) – significant and unavoidable
even with implementation of mitigation measures MM 4.4.3a and b
While Options A and B would reduce the overall development intensity on the project site and
associated air pollutant emissions (stationary and mobile), it would still result in the same
significant air quality impacts. However, no new air quality impacts would occur beyond what
was identified in the Draft EIR.
Geology and Soils
The Draft EIR identified the following significant geologic impacts for the proposed project:
• Geologic and Seismic Stability Impacts (Impacts 4.5.2 and 4.5.3) – reduced to less than
significant by implementation of mitigation measures MM 4.5.2a and b
• Stability Issues Associated with Shallow Groundwater (Impact 4.5.4) – reduced to less
than significant by implementation of mitigation measure MM 4.5.4a and b
• Radon Exposure (Impact 4.5.5) – reduced to less than significant by implementation of
mitigation measure MM 4.5.5
The development areas of Options A and B are substantially the same as those analyzed in the
Draft EIR for the originally proposed Coldstream Specific Plan and would not result in new or
increase severity of geologic impacts beyond what was identified in the Draft EIR.
Hazards and Risk of Upset
As described in the Draft EIR, the project site is located within an area designated as a very high
fire hazard area (see Impact 4.6.4). This impact would be reduced to less than significant with
the implementation of mitigation measure MM 4.6.4. Development of Options A and B would
also place residents and structures in this very high fire hazard area (though less development
would occur) would not result in new or increase severity of fire hazard impacts beyond what
was identified in the Draft EIR.
Hydrology and Water Quality
The Draft EIR identified the following significant hydrologic impacts for the proposed project:
• Construction Water Quality Impacts (Impact 4.7.1) – reduced to less than significant by
implementation of mitigation measures MM 4.7.1a through c
• Increase in Stormwater Runoff Rates (Impact 4.7.2) – reduced to less than significant by
implementation of mitigation measure MM 4.7.2a and b
• Operational Water Quality Impacts (Impacts 4.7.3 and 4.7.4) – reduced to less than
significant by implementation of mitigation measures MM 4.7.3a and b
• Flood Hazards (Impact 4.7.5) – reduced to less than significant by implementation of
mitigation measures MM 4.7.5a through c
Town of Truckee Coldstream Specific Plan
March 2014 Final Environmental Impact Report
3.0-13
3.0 EVALUATION OF PROJECT MODIFICATIONS AND EIR COMMENTS AND RESPONSES
• Cumulative Hydrologic Impacts (Impact 4.7.6) – reduced to less than significant by
implementation of mitigation measures MM 4.7.1a through c, MM 4.7.2a and b, MM
4.7.3a and b, and MM 4.7.5a through c
Project modifications would result in similar construction water quality impacts to those identified
in the Draft EIR and would not substantially increase project water quality impacts beyond those
that were disclosed and mitigated in the Draft EIR, given the land area to be developed under
Options A and B would be similar. Stormwater runoff rates and volumes would increase under
Options A and B compared to existing conditions; however not beyond those analyzed in the
Draft EIR.
Development of Options A and B would increase local runoff production and would introduce
constituents (sediments, heavy metals, petroleum hydrocarbons, pesticides, and fertilizers) into
stormwater that are typically associated with urban runoff. However, impacts to surface water
quality and groundwater quality would not be greater than those identified in the Draft EIR due
to the reduced development intensity of the proposed project modifications.
Since preparation of the Draft EIR, the project applicant has provided additional detail on
project-proposed restoration, which consists of 25 percent submittal plans for the Cold Creek
Floodplain Restoration (see Appendix A). The plans provide details for restoration of
approximately 2,300 linear feet of Cold Creek. The construction water quality impact of this
restoration activity was addressed in Draft EIR Impact 4.7.1 and mitigation measure MM 4.7.1c
specifically addresses this water quality impact with the identification of Best Management
Practices. No new or increased severity of environmental effects from the proposed restoration
would occur beyond what was addressed in the Draft EIR.
As with the proposed project evaluated in the Draft EIR, some of the proposed site development
areas in Options A and B would place structures in the Special Flood Hazard Area (100-year
floodplain) and within and adjacent to areas currently occupied by ponds associated with prior
aggregate mining activities. See Figure 4.7-5 in the DEIR for the areas of the project site that are
within the currently designated FEMA 100-year floodplain. However, as described in the Draft EIR,
Brown and Caldwell (2002) performed a hydraulic analysis utilizing USACE’s HEC-RAS computer
model to determine the boundaries of the 100-year floodplains for Donner Creek and Cold
Creek in greater detail than the level of detail employed to develop the Flood Insurance Rate
Maps (FIRMs). The analysis utilized updated and detailed topographic mapping (1-foot contour
interval, which is of substantially greater detail than was used by FEMA) as a basis for modeling
the passage of the 100-year discharge and for mapping the boundaries of the 100-year
floodplain. In particular, the hydraulic analysis and mapping of the 100-year floodplain for Cold
Creek was substantially more detailed than the analysis performed by FEMA. Brown and
Caldwell utilized the 100-year discharges for Donner Creek published in the FEMA FIS and an
estimated 100-year discharge magnitude of 2,480 cfs for Cold Creek as a basis for completing
their hydraulic analysis. The flood boundaries determined per the Brown and Caldwell analysis
are depicted on Draft EIR Figure 4.7-6, which consists of Plate 1 from the Brown and Caldwell
analysis report. The flood boundaries resulting from this more detailed analysis utilizing updated
topographic mapping were generally narrower and more confined to channel areas,
particularly along Cold Creek, than the boundaries represented on the FEMA Flood Insurance
Rate Maps.
In addition, Options A and B would include safety factors built into the proposed site design that
would be adequate to address greater variability in flow regimes in Cold Creek that could occur
in association with climate change.
Coldstream Specific Plan Town of Truckee
Final Environmental Impact Report March 2014
3.0-14
3.0 EVALUATION OF PROJECT MODIFICATIONS AND EIR COMMENTS AND RESPONSES
Biological and Natural Resources
The Draft EIR identified the following significant project and cumulative biological resource
impacts for the proposed project:
• Impacts to Habitats and Individuals of Endangered, Threatened, and Rare Plant and
Wildlife Species (Impacts 4.8.1 and 4.8.8) – reduced to less than significant by
implementation of mitigation measures MM 4.8.1a through g
• Impacts to Habitats and Individuals of “Fully Protected” Plant and Animal Species
(Impacts 4.8.2 and 4.8.8) – reduced to less than significant by implementation of
mitigation measure MM 4.8.2a through c
• Impacts to Sensitive Biological Communities (Impacts 4.8.3 and 4.8.8) – reduced to less
than significant by implementation of mitigation measure MM 4.8.3a through c
• Wetland Impacts (Impacts 4.8.4 and 4.8.8) – reduced to less than significant by
implementation of mitigation measure MM 4.8.4
• Tree Removal Impacts (Impacts 4.8.7 and 4.8.8) – reduced to less than significant by
implementation of mitigation measure MM 4.8.7a through c
While Options A and B result in less development intensity than the originally proposed
Coldstream Specific Plan evaluated in the Draft EIR, the development footprint and associated
habitat disturbance would be substantially similar. However, impacts to biological resources
would not be greater than those identified in the Draft EIR.
Since preparation of the Draft EIR, the project applicant has provided additional detail on
project-proposed restoration consisting of 25 percent submittal plans for the Cold Creek
Floodplain Restoration (see Appendix A). The plans provide details for restoration of
approximately 2,300 linear feet of Cold Creek. The construction water quality impact of this
restoration activity was addressed in Draft EIR Impact 4.7.1, and mitigation measure MM 4.7.1c
specifically addresses this water quality impact with the identification of Best Management
Practices. In addition, Draft EIR Impacts 4.8.1, 4.8.2, 4.8.3, and 4.8.4 and associated mitigation
measures also address potential restoration impacts. No new or increased severity of
environmental effects from the proposed restoration would occur beyond what was addressed
in the Draft EIR.
Historic and Cultural Resources
The Draft EIR identified the following significant project and cumulative cultural resource impacts
for the proposed project:
• Impacts to Undiscovered Prehistoric and/or Historic Resources (Impacts 4.9.2 and 4.9.5) –
reduced to less than significant by implementation of mitigation measures MM 4.9.2a
and MM 4.9.2b
• Impacts to Paleontological Resources (Impacts 4.9.3 and 4.9.6) – reduced to less than
significant by implementation of mitigation measure MM 4.9.3
• Impacts to Human Remains (Impacts 4.9.4 and 4.9.5) – reduced to less than significant by
implementation of mitigation measures MM 4.9.2a, MM 4.9.2b, and MM 4.9.4
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Options A and B could potentially impact prehistoric, historic and paleontological resources,
and human remains in the project area on both a project-specific and cumulative level to a
similar extent as identified in Section 4.9, Historic and Cultural Resources, of the Draft EIR.
However, the reduction in proposed development intensity would not result in greater impacts
than those identified in the Draft EIR.
Visual Resources/Light and Glare
The Draft EIR identified no significant visual impacts associated with the originally proposed
Coldstream Specific Plan. Options A and B could reduce the overall development intensity on
the project site including the mixed-use commercial area. In addition, the project modifications
include increased buffer areas along the western boundary of the project site adjacent to
Donner Memorial State Park. Due to implementation of extensive design guidelines provided for
in the Coldstream Specific Plan and standards contained in the Town of Truckee Development
Code, impacts to degradation of visual character or a scenic vista, nighttime lighting and
daytime glare, and cumulative degradation of scenic resources are considered less than
significant, as discussed in the Draft EIR. No mitigation measures are required.
Community Services
The Draft EIR identified the following significant project community service impacts for the
proposed project:
• Increased Demand for Fire Protection and Emergency Medical Services (Impact 4.11.1.1)
– reduced to less than significant by implementation of mitigation measure MM 4.6.4
• Impacts From Increased Recreation Use of Donner Memorial State Park (Impact 4.11.3.2)
– reduced to less than significant by implementation of mitigation measure MM 4.11.3.2
Options A and B reduce the overall development intensity on the project site and would not
increase the number of residential units or amount of commercial square footage that may
require fire protection and emergency medical services beyond what was addressed in the
Draft EIR. Potential increase the use of existing trails and associated facilities in Donner Memorial
State Park would also be reduced under Options A and B. No new or increased severity of
environmental impacts would occur beyond what was addressed in the Draft EIR.
Utilities and Service Systems
The Draft EIR did not identify any significant environmental effects associated with utility service
for the proposed project. Options A and B would result in reduced utility service demand as
compared to the originally proposed Coldstream Specific Plan. No new or increased severity of
environmental impacts would occur beyond what was addressed in the Draft EIR.
Population, Housing, and Socioeconomics
The Draft EIR did not identify any significant environmental effects associated with
population/housing or employment for the proposed project. Options A and B would result in
reduced population and employment generation potential as compared to the originally
proposed Coldstream Specific Plan. No new or increased severity of environmental impacts
would occur beyond what was addressed in the Draft EIR.
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Greenhouse Gases and Climate Change
The Draft EIR identified that the proposed project may conflict with the greenhouse gas (GHG)
emission reduction goals of AB 32 and identified that implementation of mitigation measure MM
4.14.1 would reduce this impact to less than significant. Options A and B reduce the overall
development intensity on the project site that would result in reduced GHG emissions. No new or
increased severity of environmental impacts would occur beyond what was addressed in the
Draft EIR.
3.4 LIST OF COMMENTERS ON THE DRAFT EIR AND PARTIALLY REVISED DRAFT EIR
The following individuals and representatives of organizations and agencies submitted written
comments on the Draft EIR and the Partially Revised Draft EIR.
Letter Individual or Signatory Affiliation Date
A Scott Morgan State of California, Governor’s Office of Planning and
Research, State Clearinghouse and Planning Unit 8/2/11
B Jeff Dowling California Department of Forestry and Fire Protection 7/29/11
C Eric Hong California Department of Water Resources 5/27/11
D Neil Kaufman, P.E. Truckee Donner Public Utility District 6/30/11
E Joe Horvath, P.E. Truckee Donner Public Utility District 7/12/11
F Tamara Sasaki State of California Natural Resources Agency,
Department of Parks and Recreation 8/26/11
G Blake Tresan, P.E. Truckee Sanitary District 8/23/11
H Ken Chiang, P.E. California Public Utilities Commission 11/5/13
I Dan Shaw State of California Natural Resources Agency,
Department of Parks and Recreation 11/22/13
1 Mark Wirth & Laurie Persons 7/26/11
2 Lorna Lee Smart 7/28/11
3 Ken & Sue Maples 8/1/11
4 Stephanie Pintar Carmel Ski Club 7/22/11
5 Michael & Mary Cruz 7/29/11
6 Sharon J. Smith 7/27/11
7 Stephanie Wilhelms & Paul
Dillon 7/20/11
8 Jim Miller Carmel Ski Club 7/15/11
9 Diana & Charles Monte 7/15/11
10 Thomas Meggett & Maxine
Mattson-Meggett 7/15/11
11 Gary & Lotten Bishop 7/18/11
12 Fred & Betty Deal 8/8/11
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Letter Individual or Signatory Affiliation Date
13 Randy Dresselhaus 8/10/11
14 Roger L. Harry Vorlage Ski Club 8/12/11
15 Denise Sullivan In His Care Preschool 8/12/11
16 Patrick & Laura Fahey 8/3/11
17 Unknown (initials MB) 8/12/11
18 Kim Goode 8/12/11
19 Peter M. Morris 8/15/11
20 Anton Stinauer Vorlage Ski Club 8/15/11
21 Setal Judge 8/26/11
22 Allan & Shirley Marshall 8/25/11
23 Karen Pilaar 8/23/11
24 Karen Pilaar 8/23/11
25 Sharon Raney 8/24/11
26 Eric Rohlf 8/26/11
27 Charles & Lisa Smith, Ralph &
Brenda Coronado 8/10/11
28 Eddi Tolentino 8/26/11
29 Beth Christman Truckee River Watershed Council 8/23/11
30 Allison Pedley Truckee Trails Foundation 8/25/11
31 Jesse J. Yang Taylor & Wiley (applicant attorneys) 8/26/11
32 Douglas Creech 8/12/11
3.5 COMMENTS AND RESPONSES
REQUIREMENTS FOR RESPONDING TO COMMENTS ON THE EIR
CEQA Guidelines Section 15088 requires that lead agencies evaluate all comments on
environmental issues received on the EIR and prepare a written response to each comment. The
written response must address the significant environmental issue raised and must be detailed,
especially when specific comments or suggestions (e.g., additional mitigation measures) are not
accepted. In addition, there must be a good faith and reasoned analysis in the written
response. However, lead agencies need only respond to significant environmental issues
associated with the project and do not need to provide all the information requested by
commenters, as long as a good faith effort at full disclosure is made in the EIR (CEQA Guidelines
Section 15204).
CEQA Guidelines Section 15204 recommends that commenters provide detailed comments that
focus on the sufficiency of the EIR in identifying and analyzing the possible impacts on the
environment and ways in which the significant effects of the project might be avoided or
mitigated. CEQA Guidelines Section 15204 also notes that commenters should provide an
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explanation and evidence supporting their comments. Pursuant to CEQA Guidelines Section
15064, an effect shall not be considered significant in the absence of substantial evidence
supporting such a conclusion.
CEQA Guidelines Section 15088 also recommends that where a response to comments results in
revisions to the EIR, those revisions be incorporated as a revision to the EIR or as a separate
section of the Final EIR.
RESPONSES TO COMMENT LETTERS
Written comments on the Draft EIR and Partially Revised Draft EIR are reproduced on the
following pages, along with responses to those comments. To assist in referencing comments
and responses, the following coding system is used:
• Agency and service provider comment letters are coded by letters and each issue
raised in the comment letter is assigned a number (e.g., Comment Letter A, comment 1
is referred to as A-1).
• Individual and interest group comment letters are coded by numbers and each issue
raised in the comment letter is assigned a number (e.g., Comment Letter 1, comment 1 is
referred to as 1-1).
Where changes to the EIR text result from responding to comments, those changes are included
in Section 4.0 of this Final EIR and demarcated with revision marks (underline for new text,
strikeout for deleted text).
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Letter A Scott Morgan, State of California, Governor’s Office of Planning and
Research, State Clearinghouse and Planning Unit
Response A-1: The commenter states that the Draft EIR was released to selected state
agencies for review as required by CEQA. The commenter acknowledges
that no state agencies submitted comments to the State Clearinghouse
by close of the public review period and that the project has complied
with the State Clearinghouse review requirements for Draft EIRs pursuant
to CEQA. The comment is noted.
Response A-2: The commenter attaches a Document Details Report for the State
Clearinghouse Data Base. The comment is noted.
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Letter B Jeff Dowling, California Department of Forestry and Fire Protection
Response B-1: The commenter states that if the project involves removal of a crop of
trees of commercial species, a Timberland Conversion Permit and/or
Timber Harvest Plan is required to be filed with the California Department
of Forestry and Fire Protection per California Code of Regulations Section
1103 and Public Resources Code 4581.
It is noted on page 4.1-7, in Section 4.1, Land Use, of the Draft EIR, that a
Timberland Conversion Permit would be required for the project.
Mitigation measure MM 4.8.7a of the EIR requires that a Timber Harvest
Plan be prepared by a licensed professional forester if the trees removed
from the site are to be sold commercially.
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Town of Truckee Coldstream Specific Plan
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Letter C Eric Hong, California Department of Water Resources
Response C-1: The commenter states that the California Department of Water Resources
(DWR) represented California in negotiations leading up to the signing of
the Truckee River Operating Agreement (TROA), which contains an
interstate allocation of water between California and Nevada. The DWR
believes it is important to keep potentially affected parties informed of the
TROA.
The TROA is discussed in Section 4.12, Utilities and Service Systems, on pages
4.12-1 through -2, of the Draft EIR.
Response C-2: The commenter recommends that the project be reviewed in terms of
Public Law 101-618 (1990) and the TROA for applicability of the proposed
project. The commenter also states that a pre-condition to the TROA
going into effect is the resolution of recently initiated federal litigation. The
commenter further states that the pending interstate allocation and any
applicable provisions regarding the TROA should be referenced in
environmental documents for projects that include new wells or diversions
of water in the Lake Tahoe and Truckee Basins.
The TROA and Public Law 101-618 (1990) are discussed on pages 4.12-1
through -2 of the Draft EIR. As stated in the Draft EIR, the process of
negotiating the agreement is ongoing, and details are not fully
developed. In addition, the litigation surrounding the TROA is currently
ongoing and no specific time frame has been established as to when the
litigation may be resolved. It should be noted that the project would
obtain its water supply from the Truckee Donner Public Utility District, which
consists of groundwater supply.
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Letter D Neil Kaufman, P.E., Truckee Donner Public Utility District
Response D-1: The commenter notes that while page 3.0-46 of the Draft EIR states that
the TDPUD receives its electricity from Idaho Power, it has a diversified
portfolio of electricity sources and obtains wholesale power from a
number of different entities.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR. The commenter is also referred to
Response E-1.
Response D-2: The commenter notes that while the Draft EIR states on page 3.0-46 that
the existing 8-inch pipeline owned by Kinder Morgan in the project area
conveys natural gas, the pipeline is in fact used to convey liquid
petroleum products.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response D-3: The commenter notes that while the Draft EIR states on page 3.0-49 that
the off-site utility improvements will occur in Coldstream Road, other off-
site water improvements may be necessary.
As stated in Section 4.12, Utilities and Service Systems, on pages 4.12-8 and
-9 of the Draft EIR, the proposed project’s water distribution system would
be designed in conformance with the provisions of the TDPUD Water
Master Plan. The system would also be designed to be compatible with
the future regional distribution facilities. Currently, no additional project-
specific off-site improvements (beyond those identified in the Draft EIR)
have been identified.
Response D-4: The commenter notes that while the Draft EIR states on page 4.12-1 that
Donner Lake is owned and operated by Sierra Pacific and the Truckee-
Carson Irrigation District, this statement conflicts with Table 4.7.2 of the
Draft EIR.
The indicated text on Table 4.7.2 of the Draft EIR has been revised. The
reader is referred to Section 4.0, Minor Revisions to the EIR.
Response D-5: The commenter notes that “Hirschdale” is misspelled on page 4.12-2 of
the Draft EIR.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response D-6: The commenter notes that while the Draft EIR states on page 4.12-2 that
TDPUD operates three water systems, the district operates two systems
(Hirschdale and Truckee). The water serving the Lahontan subdivision is
owned by the Placer County Water Agency (PCWA), is currently operated
by the Northstar Community Services District under contract with PCWA,
and is known as the PCWA Zone IV system.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
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Response D-7: The commenter notes that the water system serving the Donner Lake and
Glenshire areas was acquired by TDPUD and integrated in the TDPUD
Truckee system and that this information should be added to page 4.12-2.
The indicated text in the DEIR has been revised. The reader is referred to
Section 4.0, Minor Revisions to the EIR.
Response D-8: The commenter states that the TDPUD provides water service to nearby
areas of Nevada County and Placer County outside of the Town of
Truckee boundaries and that the project site is located within the
“Gateway Planning Area” (not the “Deerfield Drive Planning Area” as
stated on page 4.12-2 of the Draft EIR).
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response D-9: The commenter states that the rationale for discontinuing springs and
Donner Lake as water sources is not necessarily related to water quality,
as is stated on page 4.12-2 of the Draft EIR, and that TDPUD reserves the
right to utilize these sources.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response D-10: The commenter provides additional information regarding the history of
the TDPUD’s groundwater management plan as discussed on page 4.12-2
of the Draft EIR.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response D-11: The commenter recommends deletion of the first paragraph on page
4.12-3 of the Draft IER, as the information in this paragraph is outdated
and not relevant to the EIR.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response D-12: The commenter provides additional information regarding the TDPUD
water system outside of the Town of Truckee related to system
improvements and water meters to add to the discussion on page 4.12-3
of the Draft EIR.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response D-13: The commenter states that the TDPUD operates 13 potable water wells,
which are used to supply water throughout the service area, including the
project site, and that this information should be added to page 4.12-3 of
the Draft EIR.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
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Response D-14: The commenter states that the TDPUD operates 25 pumping stations
containing 66 pumps and that this information should be added to page
4.12-3 of the Draft EIR.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response D-15: The commenter states that the TDPUD operates 33 storage tanks with a
total capacity of about 9.5 million gallons and that this information should
be added to page 4.12-3 of the Draft EIR.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response D-16: The commenter states that the TDPUD does not use chlorine gas for
disinfection, but instead uses liquid sodium hypochlorite. The commenter
further states arsenic removal equipment is installed at the Hirschdale and
Northside wells to ensure the finished water supplied to customers is in
compliance with state and federal standards and that this information
should be added to page 4.12-3 of the Draft EIR.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response D-17: The commenter states that the TDPUD’s current Urban Water
Management Plan was adopted on June 1, 2011, where a copy of the
document can be found, and that page 4.12-4 of the Draft EIR should be
updated to reflect this current data.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response D-18: The commenter provides updated information regarding the TDPUD’s
maximum day potable water demand and potable water supply
capacity to be added to page 4.12-4 of the Draft EIR.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response D-19: The commenter states that the project site is located within the “Gateway
Planning Area” instead of the “Deerfield Drive Planning Area” as stated
on page 4.12-8 of the Draft EIR.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response D-20: The commenter states that the developer will not be required to construct
a pipeline from one of the TDPUD’s wells to the project site, as is stated on
page 4.12-8 of the Draft EIR.
It is stated on page 4.12-9 of the Draft EIR that the water distribution
system for the project site would be designed in conformance with the
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provisions of the TDPUD Water Master Plan, and the project applicant
would be responsible for the construction of expanded facilities. The
indicated text in the Draft EIR has been revised. The reader is referred to
Section 4.0, Minor Revisions to the EIR.
Response D-21: The commenter states that the North Donner Pump Station No. 1a and the
Deerfield Pump Station are wastewater conveyance facilities owned by
the Truckee Sanitary District (not the TDPUD) and have no function within
the TDPUD’s potable water system, as is stated on page 4.12-8 of the Draft
EIR.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR. In addition, discussion regarding
the North Donner Pump Station and Deerfield Pump Station is located on
pages 4.12-10 and -11 of the Draft EIR.
Response D-22: The commenter notes that due to current requirements of the Uniform
Building Code, the TDPUD does not allow the installation of new 6-inch
mains, as is stated on page 4.12-8 of the Draft EIR.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response D-23: The commenter notes that while page 4.12-23 of the Draft EIR states that
the TDPUD receives its electricity from Idaho Power, it in fact has a
diversified portfolio of electricity sources and obtains wholesale power
from a number of different entities.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
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Letter E Joe Horvath, P.E., Truckee Donner Public Utility District
Response E-1: The commenter notes that while page 3.0-46 of the Draft EIR states the
TDPUD receives its electricity from Idaho Power, it in fact is physically
connected to NV Energy’s high voltage transmission system, has a
diversified portfolio of electricity sources, and obtains wholesale power
from a number of different entities, including Utah Associated Municipal
Power Systems, Northern California Power Agency, and Western Area
Power Administration.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response E-2: The commenter references their first comment as it relates to Section
4.12.4 of the Draft EIR.
The commenter is referred to Response E-1 above.
Response E-3: The commenter states that with regard to Subsection 4.12.4 of the Draft
EIR, electric service will be supplied from the district’s Donner Lake
Substation. During contingencies, backup supply can be provided from
the district’s Tahoe Donner, Truckee, or Martis Valley substations as
required.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response E-4: The commenter notes that with regard to Subsection 4.12.4 of the Draft
EIR, all costs associated with the extension of electric service, including
design and installation costs, shall be at the expense of the applicant.
These costs include district labor, materials, connection fees, and facility
fees.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response E-5: The commenter details the district’s existing electric facilities in the project
area and undergrounding requirements with regard to Subsection 4.12.4
of the Draft EIR.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response E-6: The commenter provides information discussed in Subsection 4.12.4 on
page 4.12-23 of the Draft EIR pertaining to the requirements for installation
of underground facilities. The commenter also details undergrounding
requirements for electric utilities at multi-family and commercial buildings,
and land parcels that are to be divided into four or more individual lots.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
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Response E-7: The commenter gives updated information regarding the California Public
Utilities Commission for the regulatory discussion in Subsection 4.12.4.2 of
the Draft EIR.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
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Letter F Tamara Sasaki, State of California, Natural Resources Agency, Department
of Parks and Recreation
Response F-1: The commenter states that the California Department of Parks and
Recreation (California State Parks) is a trustee agency as defined by
CEQA. The commenter further states that the California State Parks owns
and operates Donner Memorial State Park adjacent to the proposed
project site and owns another parcel adjacent to the project that is
isolated from access by Cold Creek and the Stonebridge properties.
The comment does not pertain to the adequacy of the Draft EIR. The
comment is noted.
Response F-2: The commenter states that on page 2.0-6 of the Draft EIR, the first bullet
under mitigation measure MM 4.1.3 should be revised to read Donner
Memorial State Park.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response F-3: The commenter notes that on page 3.0-2 of the Draft EIR, text indicates
that the Specific Plan shall include policies and design measures to ensure
development on the project site is compatible with and shall not
adversely affect the historic or natural character of Donner Memorial
State Park. The commenter then states that while some modifications to
the proposed project have been made to address this, they believe that
Donner Memorial State Park will be adversely affected by the proposed
project if additional mitigation measures are not addressed.
The commenter does not provide specific information regarding the
adequacy of the Draft EIR and does not provide additional
recommended mitigation measures to address their concerns. Town staff
has determined that the Draft EIR provides an adequate analysis of the
proposed project’s physical environmental impacts to Donner Memorial
State Park.
Response F-4: The commenter summarizes the discussion on page 3.0-20 of the Draft EIR
related to enhancements of the former mining areas (pond areas) and
restoration to Cold Creek and Donner Creek, and claims the Draft EIR’s
statement regarding the lack of detailed improvement plans being
prepared resulted in this aspect of the project being analyzed at a
programmatic level is inaccurate. The commenter further states they have
been working with the project applicant over the past several years to
develop floodplain enhancements for Cold Creek, and the 25 percent
design report for the Final Cold Creek Floodplain Enhancement project
prepared in August 2010 by Waterways and River Run Consulting is
sufficient for the impact analysis and inclusion in the EIR. The commenter
further states that the enhancement components are proposed for
Phase I of project as noted on page 3.0-50 of the Draft EIR and that these
improvements should be constructed prior to other site improvements and
in conjunction with the bridge replacement.
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Since preparation of the Draft EIR, the project applicant has provided
additional detail on project-proposed restoration consist of 25 percent
submittal plans for the Cold Creek Floodplain Restoration (see Appendix
A). The plans provide details for restoration of approximately 2,300 linear
feet of Cold Creek. The construction water quality impact of this
restoration activity was addressed in Draft EIR Impact 4.7.1 and mitigation
measure MM 4.7.1c specifically addresses this water quality impact with
the identification of Best Management Practices. In addition, Draft EIR
Impacts 4.8.1, 4.8.2, 4.8.3, and 4.8.4 and associated mitigation measures
address potential restoration impacts as well. No new or increased
severity of environmental effects from the proposed restoration would
occur beyond what was addressed in the Draft EIR.
Response F-5: The commenter notes that Number 4 (Cold Creek) on Figure 3.0-7 of the
Draft EIR should not be referred to as “potential future enhancement,” as
this aspect of the project is included in Phase I and provides water quality,
flood protection, and habitat benefit, along with aesthetic and
recreational enhancements to the proposed project.
The commenter is referred to Response F-4.
Response F-6: The commenter notes discussion on page 3.0-39 of the Draft EIR pertaining
to the project’s proposed new bridge to be constructed over Cold Creek,
replacing the existing bridge. The commenter states they have been
working with the applicant and its consultants (Waterways and River Run)
to coordinate the bridge replacement, and HECras modeling has
determined the existing 40-foot-long bridge will need to be replaced with
a 60-foot-long bridge to accommodate a broader floodplain, along with
other proposed enhancements for Cold Creek. The commenter further
states this component of the project must be analyzed in the EIR.
The Draft EIR analyzed the development footprint of the proposed primary
road to be constructed between Coldstream Road and Deerfield Drive,
including the bridge crossing over Cold Creek. The length specific design
details of the bridge are not required for evaluation in the Draft EIR, as the
Draft EIR assumed impacts to the development footprint area wherein this
roadway and bridge crossing will be constructed. The fact that the bridge
crossing would be 60 feet long instead of 40 feet long does not affect the
analysis in the Draft EIR, because the roadway on either side of the bridge
crossing would be reduced by a total of 20 feet. However, it is still within
the development footprint analyzed in the Draft EIR.
Response F-7: The commenter notes the discussion on page 3.0-40 and Figure 3.0-15 of
the Draft EIR pertaining to trail connections from the proposed project to
Donner Memorial State Park. The commenter supports mitigation measure
MM 4.11.3.2 regarding the project’s requirement to coordinate with the
California Department of Parks and Recreation staff and Town staff on
future trail alignments and compatibility of uses, as well as on signage.
The commenter is acknowledging support of mitigation measure MM
4.11.3.2 being required as part of the proposed project. The comment is
noted.
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Response F-8: The commenter notes the discussion on page 3.0-49 of the Draft EIR
pertaining to soil import. The commenter states that the discussion does
not include material that will be imported to the proposed project site
from the adjacent CA State Park Floodplain Creation project. The
excavated material is approximately 7,000 cubic yards of clean gravels
and sands that will be transferred to a disturbed area on the proposed
project site by truck less than ¼ mile in distance all on internal roads not
used by the public, and will be used by the proposed project at a later
date as subgrade and fill material.
The addition of 7,000 cubic yards of material, on top of the 60,000 cubic
yards described in the Draft EIR, constitutes results in an increase of
approximately 12 percent of additional imported soil material. Spread out
over the developed areas of the project site, this amount of imported soil
material does not result in a significant increase in project soils. The
material would be clean gravels and sand, and therefore pose no risk
from hazardous materials. Importing the soil material from the adjacent
CA State Park Floodplain Creation project would not result in impacts to
traffic on local roadways or additional construction air quality impacts as
the materials would be moved internal to the project site using on-site
construction equipment already anticipated as part of Phase 1. The
commenter is referred to Appendix A of this document for plans showing
the storage location of the material
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR. The revisions made to the text do
not alter the analysis or conclusions contained in the Draft EIR and would
not result in additional or more severe environmental impacts than those
addressed in the Draft EIR.
Response F-9: The commenter states that the Mixed-Use Commercial (MUC) area of the
proposed project needs to incorporate a 100-foot defensible space area
around structures per Public Resources Code 4291 and that the California
State Parks will not allow this defensible space to occur on park land.
Draft EIR mitigation measure MM 4.6.4 includes Town and Truckee Fire
Protection District requirements for fuel modification, access, hydrant
location and fire flow. No defensible space for the project is proposed on
State Park lands.
Response F-10: The commenter requests that native conifer trees and shrubs be
established between the MUC area and Coldstream Road for visual
screening from Donner Memorial State Park.
As noted on pages 4.10-26 and -27 of the Draft EIR, the existing
recreational uses (campsites) in Donner Memorial State Park west of the
MUC zoning district are set back from Coldstream Road and are at a
substantially lower grade than Coldstream Road and the project site.
Existing trees and vegetation, coupled with the project’s proposed
landscape buffer along the western boundary of the project site, would
provide a visual screen of future development in the MUC area from
Donner Memorial State Park. In addition, Draft EIR Figure 4.10-4d depicts a
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visual simulation of future vegetation along the project’s western
boundary adjacent to the VGR zoning district. No additional mitigation is
required. The commenter is also referred to the modifications in the
project design (Options A and B) since release of the Draft EIR shown in
Figures 3.0-1 and 3.0-2.
Response F-11: The commenter requests that a continuous fence be installed along the
project boundary between the proposed project and Donner Memorial
State Park so future residents and visitors are aware of private and public
property jurisdictions. The commenter further states the fence should be
constructed at the start of the first phase of the development’s
construction and maintained in perpetuity by the project.
The commenter is referred to Figures 3.0-1 and 3.0-2 in this document
associated with new project design Options A and B since release of the
Draft EIR that include fencing between the project and Donner Memorial
State Park.
Response F-12: The commenter provides suggested changes to the Draft EIR text on page
4.1-18, second paragraph, to include additional language regarding
adjacent land uses west of the project site.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR. The revisions made to the text do
not alter the analysis or conclusions contained in the Draft EIR and would
not result in additional or more severe environmental impacts than those
addressed in the Draft EIR.
Response F-13: The commenter notes that mitigation measure MM 4.1.3 on page 4.1-21 of
the Draft EIR modifies the western buffer and residential parcels along the
Village Green Residential Small Lot area on the western boundary of the
proposed project adjacent to Donner Memorial State Park to include a
100-foot residential setback and 6-foot durable fence. The commenter
supports mitigation measure MM 4.1.3 as long as the 100-foot setback is
provided and fencing is maintained in perpetuity by the project or its
homeowners association.
The commenter is acknowledging support of mitigation measure MM
4.11.3.2 being required as part of the proposed project. As the 100-foot
setback will be from the western property line of the project site,
maintenance of this area will be the responsibility of the current and future
property owners. This mitigation measure has been incorporated into the
design of Option A and B that have modified the project design and
reduced the intensity of development (see Figures 3.0-1 and 3.0-2).
Response F-14: The commenter notes that mitigation measure MM 4.1.3 on page 4.1-21 of
the Draft EIR provides for gated access to the proposed project’s
Recreation parcel from the California State Parks property for use only by
the California State Parks and requests a legally recorded, deeded
access easement across the proposed project’s property.
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The commenter is acknowledging support of MM 4.1.3 being required as
part of the proposed project. Mitigation measure MM 4.1.3 has been
modified to include the easement language. The commenter is also
referred to Figures 3.0-1 and 3.0-2 associated with the new project
designs for Options A and B that now show this access point.
Response F-15: The commenter notes that there is a typo on Figure 4.1-5 of the Draft EIR
and requests the state park located west of the proposed project be
referred to as “Donner Memorial State Park.”
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response F-16: The commenter suggests an Open Space Management Plan needs to be
expanded beyond the document submitted in the Coldstream Specific
Plan, Appendix B, Cold Stream Restoration and Management Plan. The
commenter suggests that the Open Space Management Plan document
existing conditions and address issues that can threaten the integrity of
the preserved and enhanced areas of the development including
processes that influence or maintain the habitats, detection and
eradication/control of invasive non-native terrestrial and aquatic invasive
species, and management of upland vegetation and forest health, as
well as administrative aspects, such as identification and responsibilities of
the open space manager(s), long-term funding sources, etc. The
commenter offers to work cooperatively with the open space manager(s)
to provide consistent open space management for the adjacent
properties.
The comment pertains to preparation of the proposed project’s Specific
Plan Restoration and Management Plan and does not pertain to the
adequacy of the Draft EIR. These comments are noted. Mitigation
measures identified in Sections 4.7, Hydrology and Water Quality, and 4.8,
Biological and Natural Resources, address several of the concerns
identified by the commenter.
Response F-17: The commenter states that noise associated with permitted and
temporarily permitted events occurring in the proposed project’s various
zoning districts should not impact Donner Memorial State Park and that
the noise associated with events should be no greater than the park’s
existing ambient noise levels when in Donner Memorial State Park.
This comment is associated with the Specific Plan and is noted. No
specific special events have been identified as part of the project. Draft
EIR Section 4.3, Noise, provides an analysis of the project’s potential
impact to existing ambient noise conditions in relation to Town noise
standards.
Response F-18: The commenter expresses concerns with noise being transferred between
the proposed project site and Donner Memorial State Park, and cites a
demonstration that was conducted in May 2011 wherein a chainsaw was
started on the park’s campground property as an example of noise
transfer (in addition to noise associated with Caltrans operations). The
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commenter suggests installing a noise berm similar to the one proposed in
mitigation measure MM 4.3.3 between the proposed boundary fencing
and the Village Green and Small Lot Residential uses to decrease transfer
of noise between the park and the proposed project as well as address
vehicle headlight impacts on the park.
Noise associated with the current operation of Donner Memorial State
Park and Caltrans are part of the existing setting and are not considered
impacts of the project under CEQA. As shown in Draft EIR Table 4.3-2,
ambient noise measurements of the project site generally showed that
on-site noise levels are within the Town’s noise standards. The noise
analysis prepared for the Draft EIR did not identify any ambient noise
impacts associated with uses at Donner Memorial State Park operation.
While occasional chainsaw noise coming from the campground site on
the park property may be audible at the proposed project’s Village
Green and Small Lot Residential uses, this type of noise source is
considered temporary, thus does not require a permanent mitigation
measure such as that proposed in mitigation measure MM 4.3.3. The
commenter is also referred the visual simulation on Draft EIR Figure 4.10-4d
that demonstrates adequate screening to avoid any potential lighting
impact in addition to the fact that the residential lots face the park rather
than the project roadway.
Response F-19: The commenter states that pursuant to mitigation measure MM 4.3.1a,
they would like to be notified with information on the construction
schedule and telephone number for noise complaints.
Mitigation measure MM 4.3.1a requires the proposed project to designate
a “disturbance coordinator” responsible for responding to any local
complaints about construction noise and includes a requirement that the
project applicant send a notice to neighbors in the project vicinity with
information on the construction schedule and the telephone number for
noise complaints. This would include California Department of State Parks
and Recreation, as they are a neighbor of the proposed project.
Response F-20: The commenter refers to mitigation measure MM 4.3.1b and requests
additional restrictions be placed on the proposed project’s construction
activities adjacent to Donner Memorial State Park’s campground
between Memorial Day and Labor Day to be between the hours of 8 AM
to 5 PM Monday through Friday, with no construction activity on
Saturdays, Sundays, or holidays. The commenter states this will reduce
noise impacts to the campground during the summer months when
camping activities are occurring, which generates money to help keep
the park open and operating.
As described in mitigation measure MM 4.3.1a, construction activities
associated with the proposed project shall adhere to the requirements of
the Town of Truckee with respect to hours of operation, muffling of internal
combustion engines, and other factors which affect construction noise
generation and its impacts on noise-sensitive land uses such as the park’s
campground. Additional restrictions on construction periods are not
required to mitigate this temporary noise impact.
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Response F-21: The commenter requests text changes to Impact 4.4.3 on page 4.4-22 of
the Draft EIR pertaining to exposure to wood smoke from prescribed burns
at Donner Memorial State Park.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response F-22: The commenter describes ongoing prescribed fire suppression activities
related to thinning vegetation at Donner Memorial State Park. The
commenter states that smoke generated by the prescribed fire
suppression activities (pile and understory burning) settles in low-lying
areas such as the proposed project, exposing sensitive receptors
(humans) to smoke.
Comment noted. Mitigation measure MM 4.3.3b provides disclosure to
future residents regarding this activity.
Response F-23: The commenter states that they disagree with the statement on page
4.4-22 of the Draft EIR related to exposure to wood smoke from prescribed
burns at Donner Memorial State Park which states, “The occurrence of
such events is expected to be infrequent and not an ambient air quality
condition in the project.” The commenter further indicates they conduct
prescribe burns under permit when weather and other environmental
conditions are met.
As noted by the commenter prescribed burns are only conduct on
specific environmental conditions and are not a year-round or ambient
condition. No change to the Draft EIR is recommended.
Response F-24: The commenter states that they would like the proposed project to
cooperatively work with the California Department of State Parks and
Recreation in an effort to educate future residents about the benefits of
prescribed fire.
The commenter is referred to mitigation measure MM 4.4.3b on pages
4.4-23 through -24 of the Draft EIR.
Response F-25: The commenter requests that the word “occasional” be dropped from
the last sentence of the first paragraph on page 4.4-24 under mitigation
measure MM 4.4.3b of the Draft EIR.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR. The revisions made to the text do
not alter the analysis or conclusions contained in the Draft EIR and would
not result in additional or more severe environmental impacts than those
addressed in the Draft EIR.
Response F-26: The commenter refers to the third bullet under mitigation measure MM
4.6.4 of the Draft EIR under the subheading Wildland Fire Protection,
stating this mitigation measure needs to include a 100-foot defensible
space buffer around structures in the proposed project and that this
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defensible space is not allowed to be located on Donner Memorial State
Park land.
Mitigation measure MM 4.6.4 is consistent with the fire protection
standards of the Town and the Truckee Fire Protection District and does
not require a 100-foot defensible space buffer. The commenter is also
referred to Response F-9 above.
Response F-27: The commenter refers to Impact 4.7.2 of the Draft EIR related to
stormwater runoff generation and surface water drainage patterns, and
states that the entire development shall not drain water or have surface
water runoff onto California State Parks property.
The commenter is referred to mitigation measures MM 4.7.2a, MM 4.7.2b,
and MM 4.7.3a of the Draft EIR pertaining to stormwater runoff and
surface water drainage. These mitigation measures ensure that the
proposed project shall be designed to result in drainage flow conditions
below pre-project flow rates and would not discharge to the park.
Response F-28: The commenter refers to mitigation measure MM 4.7.5b on page 4.7-39 of
the Draft EIR regarding a new bridge crossing of Cold Creek and to their
comment made related to page 3.0-39 of the Project Description.
The commenter is referred to Response F-6.
Response F-29: The commenter suggests the use of native plant species for seeding,
planting, or revegetating disturbed areas adjacent to Donner Memorial
State Park.
The commenter is referred to Table 4-2, Restoration Plant Palette, in
Chapter 4 of the Coldstream Specific Plan for a list of plant materials
suitable for preservation, restoration, and enhancement activities that are
proposed to be used within the project area.
Response F-30: The commenter requests avoidance of using non-native invasive plants for
all plant palettes. The commenter further requests that Russian olive
(Elaeagnus angustifolia) and cranberry cotoneaster (Cotoneaster
apiculatus) be removed from the Community Plant Palette due to their
invasive nature and that this be included in mitigation measure MM 4.8.1g
on page 4.8-61 of the Draft EIR.
The indicated text in the DEIR was revised in the PRDEIR. The reader is
referred to page 2.0-8 and 4.8-61 of the PRDEIR.
Response F-31: The commenter suggests adding language to mitigation measure MM
4.8.2c of the Draft EIR to include additional measures and best
management practices to avoid accidental transport and spread of
invasive species and weeds.
The indicated text in the DEIR was revised in the PRDEIR. The reader is
referred to page 2.0-11 and 4.8-64 of the PRDEIR.
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Response F-32: The commenter provides a comment to item b. on page 3.7 of the
Coldstream Specific Plan with regard to “snags” being provided
throughout the project site.
The comment is associated with the Specific Plan and not the Draft EIR.
The comment is noted.
Response F-33: The commenter recommends the Plant Communities and Habitat Types
section under Subsection 4.8.1 Existing Setting of the Draft EIR only
including plant and animal species that are local to the area to
characterize plant communities and habitat types.
Subsection 4.8.1 on page 4.8-1 (see Section 4.8, Biological and Natural
Resources) of the Draft EIR properly describes the existing conditions of the
project site, which have been altered over time by the extensive
aggregate mining and reclamation activities occurring on the site. The
environmental setting of the project site is properly described as required
by Section 15125 of the CEQA Guidelines.
Response F-34: The commenter states that black oak does not occur in the project
vicinity.
The reference to black oak acorns providing a forage resource essential
for wildlife on page 4.8-17 of the Draft EIR references its existence in a
range of mixed conifer forests that typically occurs at various elevations in
the Sierra Nevada.
Response F-35: The commenter states that while western scrub jay and American crow
are identified as a native species that occur in ruderal communities, these
species are not known to occur in the Town of Truckee.
The reference on page 4.8-20 of the Draft EIR to native species occurring
in ruderal habitat, including the western scrub jay and American crow, is
describing the existing setting for species typically occurring in ruderal
(disturbed) habitat areas.
Response F-36: The commenter states that both kokanee salmon and mackinaw were
introduced species, not native species as stated on page 4.8-21 of the
Draft EIR. The commenter further states that mackinaw is strictly a lake
species.
The indicated text in the DEIR was revised in the PRDEIR. The reader is
referred to page 4.8-21 of the PRDEIR.
Response F-37: The commenter refers to Table 4.8-6 of the Draft EIR and states that while
both the mountain yellow-legged frog and the Sierra Nevada yellow-
legged frog are listed, they are not independently occurring species but
rather a change in taxonomy. The commenter further states the mountain
yellow-legged frog was split into the Sierra Nevada and the southern
Sierra, of which only the Sierra Nevada has the potential to occur in the
project area.
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All references to mountain yellow-legged frog were stricken from the Draft
EIR text, and Table 4.8-6 was amended as part of the PRDEIR. The reader is
referred to Section 4.8, Biological and Natural Resources, of the PRDEIR.
Response F-38: The commenter asks why the California spotted owl is addressed in the
appendices, but not in the text of the Draft EIR.
As stated in the Table B-1 in Appendix H, California spotted owl was not
considered in the analyses due the following reasons: “Suitable habitat is
not present within the Plan Area. There are no previously recorded
occurrences within a ten mile radius of the Plan Area.”
Response F-39: The commenter suggests that special-status bat species should appear
under all vegetation types and that they may roost in various forest types
and forage above the open water and wetlands.
Table 4.8-6 of the Draft EIR was amended to address this comment in the
PRDEIR. The reader is referred to page 4.8-31 of the PRDEIR.
Response F-40: The commenter notes that the scientific name for osprey is misspelled on
page 4.8-33 in the Draft EIR. The commenter further states the osprey
described in the Draft EIR as foraging in June 2009 must have been an
adult, as young hatch around the first of June, and that ospreys nesting in
the vicinity of the proposed project regularly forage at the existing ponds
on the project site.
The indicated text in the Draft EIR was revised in the PRDEIR. The reader is
referred to page 4.8-33 of the PRDEIR.
Response F-41: The commenter notes that there is another reference on page 4.8-34 of
the Draft EIR to a juvenile osprey observed foraging in June.
The commenter is referred to Response F-40 above.
Response F-42: The commenter references an informal consultation letter from the US Fish
and Wildlife Service (USFWS) regarding Lahontan cutthroat trout that
determined impacts to this fish are unlikely, but states the letter does not
include potential for in-stream work associated with the proposed project.
The commenter requests that an updated consultation with USFWS be
completed and that it also address the potential for fuel entering the
water system, as described on page 4.8-51 of the Draft EIR under the
discussion of yellow-legged frog.
Prior to beginning restoration work in Cold Creek, the applicant will
coordinate with the U.S. Army Corps of Engineers and the U.S. Fish &
Wildlife Service to determine whether a new or updated Section 7
consultation is required to address potential impacts to Lahontan
cutthroat trout as a result of those restoration activities. If the agencies
determine that such consultation is required, the applicant will comply
with any conditions which result from that consultation. The indicated text
in the Draft EIR was revised in the PRDEIR. The reader is referred to page
4.8-51 of the PRDEIR. The commenter is also referred to Section 3.3,
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Environmental Effects of Modifications to the Proposed Project, in this
document that identifies that mitigation measures in Draft EIR Sections 4.7,
Hydrology and Water Quality, and 4.8, Natural and Biological Resources,
specifically address and mitigate impacts associated with restoration work
on Cold Creek and Donner Creek.
Response F-43: The commenter requests additional discussion in the Draft EIR related to
impacts on the yellow-legged frog from proposed restoration work, as the
discussion regarding minimal direct impacts to the creeks on page 4.8-51
is insufficient.
The commenter provides no addition data to support the conjecture that
analysis is insufficient. The commenter is referred to Section 3.3,
Environmental Effects of Modifications to the Proposed Project, in this
document that identifies that mitigation measures in Draft EIR Sections 4.7,
Hydrology and Water Quality, and 4.8, Natural and Biological Resources,
specifically address and mitigate impacts associated restoration work on
Cold Creek and Donner Creek. The indicated text in the Draft EIR was
revised in the PRDEIR. The reader is referred to page 4.8-51 of the PRDEIR.
Response F-44: The commenter requests that the bald eagle nest minimum buffer
described on page 4.8-51 of the Draft EIR be increased from 500 feet to
1,500 feet.
The appropriate nest avoidance criteria are dependent on specifics of
the nesting circumstance and include the physical context of the nest
location, the species involved, the timing of the impact, the type of
impact, and timing of the impact relative to the reproduction cycle.
Specific active nest set backs are provided for guidance. As identified in
mitigation measure MM 4.8.1c, if active nests are found, the California
Department of Fish and Game (CDFG) and/or USFWS shall be notified and
these agencies will determine the avoidance conditions, including buffer,
that are necessary specific to the active nesting circumstances.
Response F-45: The commenter requests that surveys for the absence of active raptor
nests described in mitigation measure MM 4.8.1c on page 4.8-59 of the
Draft EIR be increased from 500 feet outside of the project site boundaries
to 1,500 feet.
The commenter is referred to Response F-44 above.
Response F-46: The commenter believes the maximum allowable structure height for the
proposed MUC, VGR, and VSL uses adjacent to Donner Memorial State
Park will cause substantial degradation of the visual character as viewed
by park visitors. The commenter requests that structures on the boundary
to the park be limited to one story in height for the VSL and REC zoning
districts and two stories in height for the MUC and VGR zoning districts.
The commenter does not provide any technical analysis related to their
concern about substantial visual degradation of the site’s visual
character. The commenter is referred to discussion on pages 4.10-15
through -27 and Figure 4.10-4d of the Draft EIR related to substantial
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degradation of visual character. The Draft EIR concludes that views of the
project site from surrounding existing uses would be adequately screened
by existing and proposed vegetation, walls and/or fences, naturally
vegetated setbacks, and landscaped buffers. In addition, the proposed
roadway improvements, landscaping, and undergrounding of existing
telephone and utility poles could result in beneficial changes to existing
views from the surrounding uses. Furthermore, the project site’s natural
features would be restored and enhanced to create significant visual
amenities throughout the site that better represent the surrounding natural
environment of the region. Existing trees would be preserved where
feasible and some would be replaced through implementation of
mitigation measure MM 4.8.7b. Finally, implementation of the extensive
design guidelines provided in the proposed Coldstream Specific Plan (see
Chapters 3 and 4 of the Specific Plan) and the standards contained in the
Town of Truckee Development Code would ensure that the proposed
development would meet the Town’s high visual and architectural
standards.
The commenter is referred to Section 3.2, Modifications to Project
Characteristics, of this document that identifies modification of the project
design since release of the Draft EIR. The now proposed Options A and B
consist of reduced development potential as compared to the originally
proposed Coldstream Specific Plan.
Response F-47: The commenter requests the use of colors that blend in with the natural
environment to disguise all buildings and structures constructed adjacent
to Donner Memorial State Park, and references colors listed on page 4.22
in the Coldstream Specific Plan document.
The comment refers to the design of the proposed project and is not
related to the adequacy of the Draft EIR. No further comment is required.
Response F-48: The commenter references the post-project views on Figures 4.10-4a, -4b,
and -4c and requests that the proposed project retain existing evergreen
conifer trees where possible and plant more native evergreen trees than
native deciduous trees to provide year-round visual screening of the
project.
The comment refers to the design of the proposed project. This comment
is noted.
Response F-49: The commenter references Section 3.6, Lighting Program, of the
Coldstream Specific Plan document and supports efforts to protect the
night sky and decrease the potential for lighting impacts to Donner
Memorial State Park.
The comment on Section 3.6 of the Specific Plan is noted.
Response F-50: The commenter references pages 3.42, 3.53, and 3.55 of the Coldstream
Specific Plan document related to residential exterior lighting and
questions the rationale of having residential porch lights automatically
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turn on and off at predetermined times, as this seems contrary to the
lighting plan and the desire to decrease light pollution.
The comment on the exterior lighting provisions of the Specific Plan is
noted. Project nighttime lighting impacts are addressed in the Draft EIR on
pages 4.10-27 through -29 and include consideration of Town
Development Code lighting standards.
Response F-51: The commenter references page 3.58 of the Coldstream Specific Plan
document and questions whether the Forest Residential Zone lighting will
be similar to the automatic lighting scheme as defined in other residential
zones.
The comment on the exterior lighting provisions of the Specific Plan is
noted. Project nighttime lighting impacts are addressed in the Draft EIR on
pages 4.10-27 through -29 and include consideration of Town
Development Code lighting standards.
Response F-52: The commenter requests that the proposed project minimize the potential
reflection/glare from windows, skylights, photovoltaic panels, etc., that
would impact the viewshed from higher elevations in Coldstream Canyon
at Donner Memorial State Park.
Project nighttime lighting and daytime glare impacts are addressed in the
Draft EIR on pages 4.10-27 through -29 and include consideration of Town
Development Code lighting standards.
Response F-53: The commenter references mitigation measure MM 4.11.3.2 on page
4.11-15 of the Draft EIR and supports working cooperatively with the Town
of Truckee on finalization of connection points for the proposed project’s
trails and signage notifying trail users when entering State Park property.
The commenter further requests that the California Department of Parks
and Recreation be removed from the enforcement/monitoring obligation
under this mitigation measure due to lack of funding to fulfill this
obligation.
The commenter is acknowledging support of mitigation measure MM
4.11.3.2 being required as part of the proposed project. The indicated text
in the Draft EIR has been revised. The reader is referred to Section 4.0,
Minor Revisions to the EIR.
Response F-54: The commenter references mitigation measure MM 4.11.3.2 on page
4.11-15 of the Draft EIR and is concerned that users of the Truckee Legacy
Trail Recreational Segment would park within the boundaries of the
proposed project, thereby not paying daily vehicle parking fees at
Donner Memorial State Park’s parking areas, which generate revenue
that support the operations and maintenance of the park’s facilities.
The comment refers to the design of the proposed project and potential
economic impacts on the State associated with trail connectivity from the
proposed project to Donner Memorial State Park. Economic impacts are
not considered physical effects on the environment that subject to
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consideration under CEQA and thus are not considered in the Draft EIR
(CEQA Guidelines Section 15131).
Response F-55: The commenter indicates that the Town of Truckee could contribute
Quimby Act funding generated by the proposed project to the State to
help fund a portion of the maintenance costs of Donner Memorial State
Park to offset increased use from the proposed project. The commenter
further states that this funding could provide the monetary support for
enforcement and monitoring by the State under mitigation measure MM
4.11.3.2.
Economic impacts are not considered physical effects on the
environment that subject to consideration under CEQA and thus are not
considered in the Draft EIR (CEQA Guidelines Section 15131).
Response F-56: The commenter suggests that the proposed project’s common areas
include playground areas and equipment for the youth of the project’s
future residents to use. The commenter further states the proposed project
should allow recreational access to the ponds onsite, thereby reducing
the potential to increase use and resource damage at the Donner
Memorial State Park pond located south of the proposed project.
The proposed project provides a Recreation zoning district that includes
3.8 to 6.5 acres (depending on which project option design is approved)
of future recreation uses for residents of the proposed project, and trails
connecting to and located around the pond features as depicted on
Figures 3.0-1 and 3.0-2 for Options A and B. The recreational amenities
included as part of the proposed project will reduce the potential
increase use and resource damage at Donner Memorial State Park.
Response F-57: The commenter states that they are conceptually in favor of Project
Alternative 4 – Reduced Development Potential; however, they request
additional information regarding the buildout of this alternative because
the Draft EIR description on pages 6.0-54 through -61 lacks details
regarding the density and type of housing that would occupy the MUC
zoning district and regarding changes in traffic circulation.
The intent of Project Alternative 4 is to provide information regarding a
reduction of impacts from the proposed project associated with reduced
development. Providing the specific location where residential housing
units would be reduced is not a required detail for evaluation of the
environmental impacts of this alternative. As discussed under Alternative 4
in the Draft EIR, the proposed project would reduce the number of
residential units by 85 units and eliminate 70,000 square feet of
commercial uses. This reduction would minimize impacts to wetlands as
well as avoid project traffic impacts to the I-80 Westbound Ramps/Donner
Pass Road intersection. Traffic circulation patterns would remain the same
as shown on Draft EIR Figure 6.0-6, with the exception of providing
emergency access only to Deerfield Drive.
The commenter is also referred to Section 3.2, Modifications to Project
Characteristics, of this document that identifies modification of the project
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design since release of the Draft EIR. The now proposed Options A and B
consist of reduced development potential as compared to the originally
proposed Coldstream Specific Plan.
Response F-58: The commenter states that if no further information is provided for
Alternative 4 of the Draft EIR and the MUC area becomes residential
housing, the California State Park’s previous comments related to the VGR
and VSL zoning districts adjacent to Donner Memorial State Park would
apply.
Residential housing is proposed as an encouraged use in the MUC zoning
district of the Coldstream Specific Plan. The commenter is referred to
Responses F-13, F-18, and F-46 above regarding concerns associated with
residential uses adjacent to Donner Memorial State Park.
The commenter is also referred to Section 3.2, Modifications to Project
Characteristics, of this document that identifies modification of the project
design since release of the Draft EIR. The now proposed Options A and B
consist of reduced development potential as compared to the originally
proposed Coldstream Specific Plan.
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Letter G Blake Tresan, P.E., Truckee Sanitation District
Response G-1: The commenter provides updated information regarding Truckee
Sanitation District (TSD) assets and requests that this information be revised
on page 4.12-10 of the Draft EIR.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response G-2: The commenter states that the North Donner Pump Station should be
referred to as Lift Station 1A on page 4.12-10 of the Draft EIR.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response G-3: The commenter states that the Deerfield Pump Station should be referred
to as Sub O on page 4.12-10 of the EIR.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response G-4: The commenter states that Sub O discharges directly into the 10-inch
force main, not into the 12-inch gravity main as indicated on page 4.12-10
of the Draft EIR.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response G-5: The commenter states that the gravity main to the south of Lift Station 1A
has a 6-inch diameter, not an 8-inch diameter.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response G-6: The commenter states that there cannot be any connection of a gravity
main directly into the 10-inch force main.
It is not clear from the commenter’s comment where the Draft EIR
indicates a gravity main is called out as connecting directly into the 10-
inch force main. The comment is noted.
Response G-7: The commenter states that for approximately 700 feet underneath Cold
Stream, the 10-inch force main is split into two parallel pipes of 8-inch and
12-inch diameter.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response G-8: The commenter indicates there are five bypass ports located on the force
main as it passes through the project site and that all bypass ports must be
protected.
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The comment does not pertain to the adequacy of the Draft EIR. It is
assumed that the requirement for protecting existing bypass ports
associated with sewer facilities serving the project site will be protected,
and this can be made a requirement on future underground
improvement plans during the plan check process.
Response G-9: The commenter states that the proposed realignment of the 10-inch force
main from Lift Station 1A may create the need to upgrade the pump and
generator at Lift Station 1A, and that the current diesel-powered
generator at Lift Station 1A operates under a permit from the Air
Resources Board.
The comment does not pertain to the adequacy of the Draft EIR. It is
assumed that the potential requirement for upgrading the pump and
generator system at Lift Station 1A can be made a requirement on future
underground improvement plans during the plan check process.
Response G-10: The commenter references the discussion on page 4.12-11 of the Draft EIR
and states that the TSD uses a fixture count to estimate commercial flows,
but the proposed flow from the commercial units of 0.08 gallons per day
per square foot is not a value TSD utilizes.
The comment’s statements regarding this flow rate is correct. The Draft EIR
utilized this flow rate for analysis given that the number of fixtures in the
commercial development is not known at this time.
Response G-11: The commenter indicates that on page 4.12-14 of the Draft EIR, the
current TSD Code should reference Ordinance 1-2008.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response G-12: The commenter references Figure 3.0-17 and states the sewer pipeline
shown in the southwest portion of the map as an 8-inch pipe is only 6
inches in diameter. The commenter also indicates that if an 8-inch pipe is
required, the 6-inch pipe will have to be upgraded by the project
developer.
Draft EIR Figure 3.0-17 has been revised to reflect that the existing sewer
pipe in this location is 6 inches in diameter. The reader is referred to
Section 4.0, Minor Revisions to the EIR.
Response G-13: The commenter references Figure 3.0-17. The commenter states that the
map indicates there will be a connection to the existing 10-inch force
main on the northern portion of the project site and that no connection
can be made to the 10-inch force main.
Figure 3.0-17 uses the term “connect to existing/begin realignment,”
indicating the existing line will begin realignment at this location. This does
not include a new connection, but simply realigns the existing 10-inch
force main through the proposed project site to be located under the
future roadway alignment in this area of the project site. In addition, sewer
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service improvement plans will be prepared and submitted to the Truckee
Sanitation District for review and approval, along with payment of
appropriate fees, prior to any physical sewer improvements being
installed for the proposed project.
Response G-14: The commenter references Figure 3.0-17 and states that the proposed
new lift station at the northeast portion of the project site will require a
new force main to be installed along Deerfield Drive to the beginning of
the 12-inch gravity main.
Based on information provided by the proposed project’s civil engineer, a
force main would be designed and installed from the new lift station to a
point of connection with the existing 12-inch gravity main in Deerfield
Drive located approximately 400 feet east of the eastern project site
boundary. In addition, sewer service improvement plans will be prepared
and submitted to the Truckee Sanitation District for review and approval,
along with payment of appropriate fees, prior to any physical sewer
improvements being installed for the proposed project.
Response G-15: The commenter references Figure 3.0-17 and states that it is unclear what
is meant by the “end realignment of 10-inch sewer line” in the note in the
northeast portion of the map.
The “end of realignment of 10-inch sewer line” note refers to the potential
need to realign the existing sewer line within the proposed project site
boundaries.
Response G-16: The commenter references Figure 3.0-17 and states that any relocated
sewer facilities will need to be placed within sanitary sewer or public utility
easements.
The comment does not pertain to the adequacy of the Draft EIR. It is
assumed that the potential requirement for placing relocated sewer
facilities within sanitary sewer or public utility easements can be made a
requirement on future underground improvement plans during the plan
check process.
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Letter H Ken Chiang, P.E., California Public Utilities Commission
Response H-1: The commenter describes the Commission’s jurisdiction over highway-rail
crossings and states that the Commission has received the PRDEIR.
The Town acknowledges the Commission’s jurisdiction over highway-rail
crossings in the project area.
Response H-2: The commenter states that the project area includes active railroad
tracks. The commenter further recommends that the Town amend the
Specific Plan to consider the safety of the rail corridor including
pedestrian/bike circulation patterns and compliance with the Americans
with Disabilities Act. The commenter provides suggested mitigation
measures including the planning for grade separations for major
thoroughfares, improvements to existing at-grade crossings, and the use
of appropriate barriers to limit access of trespassers onto the railroad right-
of-way (ROW).
Page 3.0-1 of the DEIR, Surrounding Uses, states that the Union Pacific
Railroad (UPRR) is located along the southern boundary of the project site.
As described in DEIR Section 4.2, Transportation and Circulation, and as
shown on DEIR Figure 3.0-29, the Specific Plan provides for a safe and
efficient circulation plan that considers the existing circulation network
including roadways, trails and the UPRR line. The site would be accessed
from the north via Donner Pass Road and Deerfield Drive. All project traffic
traveling south of the site would be directed to SR 89 which currently has a
grade-separated crossing of the UPRR line. No new railroad crossings are
proposed and no increase in traffic would occur at an existing at-grade
crossing. Furthermore, as shown on Figure 3.0-16 of the DEIR, existing and
proposed trails do not cross the UPRR line. Proposed residential and
commercial uses would be separated from the UPRR line by open space
limiting access to the railroad ROW.
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Letter I Dan Shaw, California Department of Parks and Recreation
Response I-1: The commenter states that the California Department of Parks and
Recreation (California State Parks) is a trustee agency as defined by
CEQA. The commenter further states that the California State Parks owns
and operates Donner Memorial State Park adjacent to the proposed
project site and owns another parcel adjacent to the project that is
isolated from access by Cold Creek and the Stonebridge properties.
The comment is noted.
Response I-2: The commenter states that archaeological resource CA-NEV-13/H is listed
on the National Register of Historic Places, not Donner Memorial State Park
as is stated in the PRDEIR.
The indicated text on Page 4.9-4 of the PRDEIR has been revised. The
reader is referred to Section 4.0, Minor Revisions to the EIR.
Response I-3: The commenter provides a description of archaeological resource CA-
NEV-13/H.
The comment is noted. Archaeological resource CA-NEV-13/H is not
located within the project site and would not be impacted by project
implementation. Therefore, a detailed description of this resource is not
warranted in the PRDEIR.
Response I-4: The commenter states that one additional archaeological resource,
Coldstream-01-2007, is located southwest of the project site near the
boundary of Donner Memorial State Park and the adjacent Caltrans
property.
The comment is noted. Archaeological resource Coldstream-01-2007 is
not located within the project site and would not be impacted by project
implementation. Therefore, the resource is not discussed in the PRDEIR.
Response I-5: The commenter requests a copy of the Archaeological Inventory Report
prepared for the proposed project by Genesis Society.
The Archaeological Inventory Report prepared for the proposed project is
a confidential document. All pertinent information from the report was
provided in Section 4.8 of the DEIR and PRDEIR.
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Letter 1 Mark Wirth & Laurie Persons
Response 1-1: The commenter asks that the Town consider options 2, 3, and 4 rather
than the proposed project and keep Deerfield Drive closed with an
emergency gate.
Section 4.2, Traffic and Circulation, of the Draft EIR addresses all options in
detail in regards to traffic impacts. The commenter is also referred to
Section 3.2, Modifications to Project Characteristics, of this document that
identifies modification of the project design since release of the Draft EIR.
The now proposed Options A and B consist of reduced development
potential as compared to the originally proposed Coldstream Specific
Plan (see Figures 3.0-1 and 3.0-2). Both options reduce the extent of
development on the site. Option A would retain the open roadway
connection to Deerfield Drive, but would modify the site design to provide
a circuitous roadway system to discourage vehicle trips that pass through
the site to access Deerfield Drive and State Route 89 south of Interstate 80.
The reduced development intensity and site design would reduce the
average daily traffic one-way trips on Deerfield Drive east of the project
site to 950 trips (as compared to the originally proposed Coldstream
Specific Plan that would generate 2,340 trips).
Option B would consist of an emergency-only access to Deerfield Drive
and the development of a neighborhood park at this location.
Response 1-2: The commenter states that an open connection to Deerfield Drive would
make their front yard as noisy as their back yard (noisy due to I-80).
Section 4.3, Noise, of the Draft EIR provides a noise analysis for the
proposed project and includes a series of mitigation measures that would
ensure that noise impacts from construction and operational sources are
less than significant under the proposed project. The commenter is also
referred to Section 3.3, Environmental Effects of Modifications to the
Proposed Project, of this document that identifies Option A and B would
result in reduced development potential and its impacts in relation to the
originally proposed Coldstream Specific Plan.
Response 1-3: The commenter expresses concern about use on Deerfield Drive when I-80
gets congestion, leading to congestion on Donner Pass Road and
Deerfield Drive.
Section 4.2, Transportation and Circulation, of the Draft EIR provides a
traffic analysis for the proposed project and includes a series of mitigation
measures that would ensure traffic impacts, including those to local
roadways, are less than significant under the proposed project. The
revised Traffic Impact Analysis prepared for the newly proposed Options A
and B resulted in similar conclusions. The Draft EIR identified a significant
and unavoidable impact regarding General Plan Circulation Element
consistency, but it was only found to be significant and unavoidable for
Options 2, 3, and 4. The newly proposed Option B would also result in a
significant and unavoidable impact regarding General Plan Circulation
Element consistency, as this option does not provide a through roadway
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connection to Deerfield Drive east of the project site. The commenter is
also referred to Response 1-1 above.
Response 1-4: The commenter states that pedestrian and bicycle access would be a
sufficient connection between the neighborhoods and would allow for
safer, quieter streets in an area already noisy from vehicle use.
The environmental effects of the construction and operation of pedestrian
and bicycle trails have been addressed in the technical sections of the
Draft EIR, including a Class III bike route along Deerfield Drive connecting
this existing neighborhood with the proposed project.
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Letter 2 Lorna Lee Smart
Response 2-1: The commenter asks that the Town consider Alternatives 2, 3, and 4 rather
than the proposed project, as the proposed project does not comply with
the 2025 General Plan and it unnecessarily impacts existing and future
Deerfield/Coldstream residents.
Section 4.2, Traffic and Circulation, of the Draft EIR addresses all options in
detail in regards to traffic impacts. The commenter is also referred to
Section 3.2, Modifications to Project Characteristics, of this document that
identifies modification of the project design since release of the Draft EIR.
The now proposed Options A and B consist of reduced development
potential as compared to the originally proposed Coldstream Specific
Plan (see Figures 3.0-1 and 3.0-2). Both options reduce the extent of
development on the site. Option A would retain the open roadway
connection to Deerfield Drive, but would modify the site design to provide
a circuitous roadway system to discourage vehicle trips that pass through
the site to access Deerfield Drive and State Route 89 south of Interstate 80.
The reduced development intensity and site design would reduce the
average daily traffic one-way trips on Deerfield Drive east of the project
site to 950 trips (as compared to the originally proposed Coldstream
Specific Plan that would generate 2,340 trips).
Option B would consist of an emergency-only access to Deerfield Drive
and the development of a neighborhood park at this location.
Section 4.2, Transportation and Circulation, of the Draft EIR provides a
traffic analysis for the proposed project and includes a series of mitigation
measures that would ensure traffic impacts, including those to local
roadways, are less than significant under the proposed project. The
revised Traffic Impact Analysis prepared for the newly proposed Options A
and B resulted in similar conclusions. The Draft EIR identified a significant
and unavoidable impact regarding General Plan Circulation Element
consistency, but it was only found to be significant and unavoidable for
Options 2, 3, and 4. The newly proposed Option B would also result in a
significant and unavoidable impact regarding General Plan Circulation
Element consistency, as this option does not provide a through roadway
connection to Deerfield Drive east of the project site.. The physical effects
of connecting Deerfield Drive with the project site as a through roadway
have been analyzed in the various technical sections of the Draft EIR and
the revised Traffic Impact Analysis prepared for Options A and B, and no
new significant environmental effects were identified.
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Letter 3 Ken & Sue Maples
Response 3-1: The commenter asks that Option 1 not be considered, as it is not
consistent with the General Plan, does not solve any traffic issues, and
unnecessarily impacts the existing and future Deerfield/Coldstream
residents.
Section 4.2, Traffic and Circulation, of the Draft EIR addresses all options in
detail in regards to traffic impacts. The commenter is also referred to
Section 3.2, Modifications to Project Characteristics, of this document that
identifies modification of the project design since release of the Draft EIR.
The now proposed Options A and B consist of reduced development
potential as compared to the originally proposed Coldstream Specific
Plan (see Figures 3.0-1 and 3.0-2). Both options reduce the extent of
development on the site. Option A would retain the open roadway
connection to Deerfield Drive, but would modify the site design to provide
a circuitous roadway system to discourage vehicle trips that pass through
the site to access Deerfield Drive and State Route 89 south of Interstate 80.
The reduced development intensity and site design would reduce the
average daily traffic one-way trips on Deerfield Drive east of the project
site to 950 trips (as compared to the originally proposed Coldstream
Specific Plan that would generate 2,340 trips).
Option B would consist of an emergency-only access to Deerfield Drive
and the development of a neighborhood park at this location.
The Draft EIR identified a significant and unavoidable impact regarding
General Plan Circulation Element consistency, but it was only found to be
significant and unavoidable for Options 2, 3, and 4. The newly proposed
Option B would also result in a significant and unavoidable impact
regarding General Plan Circulation Element consistency, as this option
does not provide a through roadway connection to Deerfield Drive east
of the project site. The physical effects of connecting Deerfield Drive with
the project site as a through roadway have been analyzed in the various
technical sections of the Draft EIR and the revised Traffic Impact Analysis
prepared for Options A and B, and no new significant environmental
effects were identified.
Response 3-2: The commenter asks that Options 2, 3, and 4 be considered, as they
maintain neighborhood character and provide safe trails and emergency
access.
The commenter is referred to Response 3-1 above.
Response 3-3: The commenter states that the proposed roadway connector would
impact neighborhood character, noise, and safety.
The commenter is referred to Response 3-1 above. Traffic safety issues
are addressed in Impact 4.2.10 of the Draft EIR. Mitigation measures MM
4.2.10a through MM 4.2.10d were found to reduce traffic safety impacts
to a less than significant level.
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Letter 4 Stephanie Pintar, Carmel Ski Club
Response 4-1: The commenter states that the proposed project would not be consistent
with the General Plan Circulation Element local residential roadway
standard and would substantially impact residences along both sides of
Deerfield Drive.
Section 4.2, Traffic and Circulation, of the Draft EIR addresses all options in
detail in regards to traffic impacts. The commenter is also referred to
Section 3.2, Modifications to Project Characteristics, of this document that
identifies modification of the project design since release of the Draft EIR.
The now proposed Options A and B consist of reduced development
potential as compared to the originally proposed Coldstream Specific
Plan (see Figures 3.0-1 and 3.0-2). Both options reduce the extent of
development on the site. Option A would retain the open roadway
connection to Deerfield Drive, but would modify the site design to provide
a circuitous roadway system to discourage vehicle trips that pass through
the site to access Deerfield Drive and State Route 89 south of Interstate 80.
The reduced development intensity and site design would reduce the
average daily traffic one-way trips on Deerfield Drive east of the project
site to 950 trips (as compared to the originally proposed Coldstream
Specific Plan that would generate 2,340 trips).
Option B would consist of an emergency-only access to Deerfield Drive
and the development of a neighborhood park at this location.
The Draft EIR identified a significant and unavoidable impact regarding
General Plan Circulation Element consistency, but it was only found to be
significant and unavoidable for Options 2, 3, and 4. The newly proposed
Option B would also result in a significant and unavoidable impact
regarding General Plan Circulation Element consistency, as this option
does not provide a through roadway connection to Deerfield Drive east
of the project site. The physical effects of connecting Deerfield Drive with
the project site as a through roadway have been analyzed in the various
technical sections of the Draft EIR and the revised Traffic Impact Analysis
prepared for Options A and B, and no new significant environmental
effects were identified.
Response 4-2: The commenter states that Options 2, 3, and 4 do not provide for opening
Deerfield Drive as a thoroughfare.
The comment noted. The commenter is referred to Response 4-1.
Response 4-3: The commenter states that the use of rubberized or open-gap asphalt as
described in mitigation measure MM 4.3.5 on page 4.3-25 of the Draft EIR
is not likely to have a significant mitigating effect upon a roadway that is
frozen, snowed over, or wet at least five months each year.
The anticipated traffic volumes along Deerfield Drive that could cause
traffic noise impacts would occur during the summer months.
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Response 4-4: The commenter states that they would not object to Deerfield Drive being
used for emergency access to the project site and would welcome the
development of an improved bicycle/pedestrian trail through the
neighborhood.
The commenter is referred to Responses 4-1 above.
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March 2014 Final Environmental Impact Report
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Letter 5 Michael & Mary Cruz
Response 5-1: The commenter states that Deerfield Drive should remain a local-serving
road and that amending the General Plan would be backward planning.
The commenter is referred to Section 3.2, Modifications to Project
Characteristics, of this document that identifies modification of the project
design since release of the Draft EIR. The now proposed Options A and B
consist of reduced development potential as compared to the originally
proposed Coldstream Specific Plan (see Figures 3.0-1 and 3.0-2). Both
options reduce the extent of development on the site. Option A would
retain the open roadway connection to Deerfield Drive, but would modify
the site design to provide a circuitous roadway system to discourage
vehicle trips that pass through the site to access Deerfield Drive and State
Route 89 south of Interstate 80. The reduced development intensity and
site design would reduce the average daily traffic one-way trips on
Deerfield Drive east of the project site to 950 trips (as compared to the
originally proposed Coldstream Specific Plan that would generate 2,340
trips).
Option B would consist of an emergency-only access to Deerfield Drive
and the development of a neighborhood park at this location.
Response 5-2: The commenter asks that the Town consider Options 2, 3, and 4, as Option
1 does not comply with the General Plan or solve traffic issues.
The commenter is referred to Response 5-1. The Draft EIR identified a
significant and unavoidable impact regarding General Plan Circulation
Element consistency, but it was only found to be significant and
unavoidable for Options 2, 3, and 4. The newly proposed Option B would
also result in a significant and unavoidable impact regarding General
Plan Circulation Element consistency, as this option does not provide a
through roadway connection to Deerfield Drive east of the project site.
The physical effects of connecting Deerfield Drive with the project site as
a through roadway have been analyzed in the various technical sections
of the Draft EIR and the revised Traffic Impact Analysis prepared for
Options A and B, and no new significant environmental effects were
identified.
Response 5-3: The commenter asks that the Town consider an alternative that would
maintain the neighborhood character and provide safe trails and
emergency access.
The commenter is referred to Response 5-1. The Draft EIR Impact 4.2.10 on
pages 4.2-70 and -71 addresses safety concerns with trail facilities and
identifies mitigation measures MM 4.2.10 b through d to mitigate potential
safety impacts to less than significant.
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March 2014 Final Environmental Impact Report
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Coldstream Specific Plan Town of Truckee
Final Environmental Impact Report March 2014
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Letter 6 Sharon J. Smith
Response 6-1: The commenter requests that Option One not be considered in the Town’s
final decision.
The commenter is referred to Section 3.2, Modifications to Project
Characteristics, of this document that identifies modification of the project
design since release of the Draft EIR. The now proposed Options A and B
consist of reduced development potential as compared to the originally
proposed Coldstream Specific Plan (see Figures 3.0-1 and 3.0-2). Both
options reduce the extent of development on the site. Option A would
retain the open roadway connection to Deerfield Drive, but would modify
the site design to provide a circuitous roadway system to discourage
vehicle trips that pass through the site to access Deerfield Drive and State
Route 89 south of Interstate 80. The reduced development intensity and
site design would reduce the average daily traffic one-way trips on
Deerfield Drive east of the project site to 950 trips (as compared to the
originally proposed Coldstream Specific Plan that would generate 2,340
trips).
Option B would consist of an emergency-only access to Deerfield Drive
and the development of a neighborhood park at this location.
Response 6-2: The commenter asks that an option where Deerfield Drive is kept closed
be considered.
The commenter is referred to Response 6-1 above.
Response 6-3: The commenter states that the increase in traffic associated with the
proposed project does not comply with the General Plan standards.
The Draft EIR identified a significant and unavoidable impact regarding
General Plan Circulation Element consistency, but it was only found to be
significant and unavoidable for Options 2, 3, and 4. The newly proposed
Option B would also result in a significant and unavoidable impact
regarding General Plan Circulation Element consistency, as this option
does not provide a through roadway connection to Deerfield Drive east
of the project site. The physical effects of connecting Deerfield Drive with
the project site as a through roadway have been analyzed in the various
technical sections of the Draft EIR and the revised Traffic Impact Analysis
prepared for Options A and B, and no new significant environmental
effects were identified.
Response 6-4: The commenter states that potentially significant roadway noise on
Deerfield Drive is proposed to be mitigated in the Draft EIR with a
rubberized asphalt surface on the roadway.
Comment noted.
Response 6-5: The commenter states that potentially significant impacts regarding
hazards to pedestrians and trail users are proposed to be mitigated using
sidewalks.
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The Draft EIR Impact 4.2.10 on pages 4.2-70 and -71 also addresses safety
concerns with trail facilities and identifies mitigation measures MM 4.2.10 b
through d to mitigate potential safety impacts to less than significant.
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March 2014 Final Environmental Impact Report
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Final Environmental Impact Report March 2014
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Letter 7 Stephanie Wilhelms & Paul Dillon
Response 7-1: The commenter expresses support for Alternative 4 due to it having fewer
housing units, no commercial space, and emergency access only on
Deerfield Drive.
This comment is noted. The commenter is referred to Section 3.2,
Modifications to Project Characteristics, of this document that identifies
modification of the project design since release of the Draft EIR. The now
proposed Options A and B consist of reduced development potential as
compared to the originally proposed Coldstream Specific Plan (see
Figures 3.0-1 and 3.0-2). Both options reduce the extent of development
on the site. Option A would retain the open roadway connection to
Deerfield Drive, but would modify the site design to provide a circuitous
roadway system to discourage vehicle trips that pass through the site to
access Deerfield Drive and State Route 89 south of Interstate 80. The
reduced development intensity and site design would reduce the
average daily traffic one-way trips on Deerfield Drive east of the project
site to 950 trips (as compared to the originally proposed Coldstream
Specific Plan that would generate 2,340 trips).
Option B would consist of an emergency-only access to Deerfield Drive
and the development of a neighborhood park at this location.
Response 7-2: The commenter states that the economic downturn and increased cost of
fuel should be considered in the transportation study for the project.
Economic impacts are not considered physical effects on the
environment that subject to consideration under CEQA and thus are not
considered in the Draft EIR (CEQA Guidelines Section 15131).
Response 7-3: The commenter asks why the project is proposing large commercial
space when more suitable space exists in the downtown core area.
The commenter question is noted. The commenter is referred to Response
7-1 regarding modifications to the project since release of the Draft EIR
that includes a reduction in the retail/commercial square footage.
Response 7-4: The commenter quotes the project’s Economic Impact Analysis in regard
to the proposed project’s ability to support a modest amount of retail
demand, even though projections indicate insufficient demand to
support all of Truckee’s approved retail projects by 2020.
The commenter’s input on the project’s economic analysis is noted. The
commenter is referred to Response 7-1 regarding modifications to the
project since release of the Draft EIR that includes a reduction in the
retail/commercial square footage.
Response 7-5: The commenter asks why the project is proposing lodging development
when there are already struggling hotel rooms within the town and other
lodging units that are already approved.
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The comment’s questions on lodging development are noted. The
commenter question is noted. The commenter is referred to Response 7-1
regarding modifications to the project since release of the Draft EIR that
includes a reduction in the retail/commercial square footage.
Response 7-6: The commenter states that Alternative 4 provides a better, less dense
housing plan.
The commenter’s support of Alternative 4 is noted.
Response 7-7: The commenter states that the Lakeside units should be eliminated from
the project, as the Town of Truckee already has a sufficient amount of
high-end housing opportunities.
The comment input on the project design is noted. The commenter is
referred to Response 7-1 regarding modifications to the project since
release of the Draft EIR.
Response 7-8: The commenter states that the proposed project would be subject to
constant loud highway noise near houses and further states that the
lakeside area should be used as recreation space for the development.
Exposure to traffic noise from Interstate 80 is addressed in Draft EIR Section
4.3, Noise. As shown in Draft EIR Table 4.3-2, ambient noise measurements
of the project site generally showed that on-site noise levels are within the
Town’s noise standards. However, mitigation measure MM 4.3.3 and MM
4.3.4 would require noise attenuation features for the project. Regarding
access to the lakeside area for recreational use, the commenter is
referred to Figure 3.0-1 and 3.0-2 for Options A and B depicting the
proposed trail system, including trails around the entire lake frontage for
recreational purposes.
Response 7-9: The commenter states that using Deerfield Drive as a through street would
encourage additional use on the road and is inconsistent with the
General Plan policy regarding accommodating and encouraging
alternate forms of transportation.
Appendix B of the Draft EIR presents an analysis of the project’s
consistency with the Town of Truckee 2025 General Plan. This analysis
found that the project, with the mitigation proposed in the Draft EIR,
would be consistent with all applicable General Plan policies. The Draft EIR
identified a significant and unavoidable impact regarding General Plan
Circulation Element consistency, but it was only found to be significant
and unavoidable for Options 2, 3, and 4. The newly proposed Option B
would also result in a significant and unavoidable impact regarding
General Plan Circulation Element consistency, as this option does not
provide a through roadway connection to Deerfield Drive east of the
project site.
Response 7-10: The commenter states that the project should consider a multi-use trail
and bikeway system rather than open Deerfield Drive.
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The proposed project (as modified by Options A and B) include trail
connections to Deerfield Drive (see Figures 3.0-1 and 3.0-2)
Response 7-11: The commenter restates their support for Alternative 4 and their opposition
to using Deerfield Drive as a through street.
This comment is noted.
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March 2014 Final Environmental Impact Report
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Final Environmental Impact Report March 2014
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Letter 8 Jim Miller, Carmel Ski Club
Response 8-1: The commenter states that the proposed project would not be consistent
with the General Plan Circulation Element local residential roadway
standard and would substantially impact residences along both sides of
Deerfield Drive.
Draft EIR Section 4.2, Traffic and Circulation, does not identify any traffic
operational issues associated with the connection to Deerfield Drive.
However, it does identify potential safety concerns on Draft EIR pages
4.2-70 and -71 and identifies mitigation measures MM 4.2.10b through d to
address this impact. The commenter is referred to Section 3.2,
Modifications to Project Characteristics, of this document that identifies
modification of the project design since release of the Draft EIR. The now
proposed Options A and B consist of reduced development potential as
compared to the originally proposed Coldstream Specific Plan (see
Figures 3.0-1 and 3.0-2). Both options reduce the extent of development
on the site. Option A would retain the open roadway connection to
Deerfield Drive, but would modify the site design to provide a circuitous
roadway system to discourage vehicle trips that pass through the site to
access Deerfield Drive and State Route 89 south of Interstate 80. The
reduced development intensity and site design would reduce the
average daily traffic one-way trips on Deerfield Drive east of the project
site to 950 trips (as compared to the originally proposed Coldstream
Specific Plan that would generate 2,340 trips). Option B would consist of
an emergency-only access to Deerfield Drive and the development of a
neighborhood park at this location.
The Draft EIR identified a significant and unavoidable impact regarding
General Plan Circulation Element consistency, but it was only found to be
significant and unavoidable for Options 2, 3, and 4. The newly proposed
Option B would also result in a significant and unavoidable impact
regarding General Plan Circulation Element consistency, as this option
does not provide a through roadway connection to Deerfield Drive east
of the project site. The physical effects of connecting Deerfield Drive with
the project site as a through roadway have been analyzed in the various
technical sections of the Draft EIR and the revised Traffic Impact Analysis
prepared for Options A and B, and no new significant environmental
effects were identified.
Response 8-2: The commenter states that Options 2, 3, and 4 do not provide for opening
Deerfield Drive as a thoroughfare.
This comment is noted. The commenter is referred to Response 8-1.
Response 8-3: The commenter states that the use of rubberized or open-gap asphalt as
described in mitigation measure MM 4.3.5 on page 4.3-25 of the Draft EIR
is not likely to have a significant mitigating effect upon a roadway that is
frozen, snowed over, or wet at least five months each year.
The anticipated traffic volumes along Deerfield Drive that could cause
traffic noise impacts would occur during the summer months.
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Response 8-4: The commenter states that they would not object to Deerfield Drive being
used for emergency access to the project site and would welcome the
development of an improved bicycle/pedestrian trail through the
neighborhood.
The commenter is referred to Responses 8-1 above.
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Final Environmental Impact Report March 2014
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Letter 9 Diana & Charles Monte
Response 9-1: The commenter states that they do not want Deerfield Drive connected
to the Coldstream project.
This comment is noted. The commenter is referred to Section 3.2,
Modifications to Project Characteristics, of this document that identifies
modification of the project design since release of the Draft EIR. The now
proposed Options A and B consist of reduced development potential as
compared to the originally proposed Coldstream Specific Plan (see
Figures 3.0-1 and 3.0-2). Both options reduce the extent of development
on the site. Option A would retain the open roadway connection to
Deerfield Drive, but would modify the site design to provide a circuitous
roadway system to discourage vehicle trips that pass through the site to
access Deerfield Drive and State Route 89 south of Interstate 80. The
reduced development intensity and site design would reduce the
average daily traffic one-way trips on Deerfield Drive east of the project
site to 950 trips (as compared to the originally proposed Coldstream
Specific Plan that would generate 2,340 trips). Option B would consist of
an emergency-only access to Deerfield Drive and the development of a
neighborhood park at this location.
Response 9-2: The commenter states that the project would make Deerfield Drive a
speedway and unsafe for children.
Draft EIR Section 4.2, Traffic and Circulation, does not identify any traffic
operational issues associated with the connection to Deerfield Drive.
However, it does identify potential safety concerns on Draft EIR pages
4.2-70 and -71 and identifies mitigation measures MM 4.2.10b through d to
address this impact.
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Final Environmental Impact Report March 2014
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Letter 10 Thomas Meggett & Maxine Mattson-Meggett
Response 10-1: The commenter asks that Options 2, 3, or 4 be considered, since Option 1
does not comply with traffic issues.
The commenter is referred to Section 3.2, Modifications to Project
Characteristics, of this document that identifies modification of the project
design since release of the Draft EIR. The now proposed Options A and B
consist of reduced development potential as compared to the originally
proposed Coldstream Specific Plan (see Figures 3.0-1 and 3.0-2). Both
options reduce the extent of development on the site. Option A would
retain the open roadway connection to Deerfield Drive, but would modify
the site design to provide a circuitous roadway system to discourage
vehicle trips that pass through the site to access Deerfield Drive and State
Route 89 south of Interstate 80. The reduced development intensity and
site design would reduce the average daily traffic one-way trips on
Deerfield Drive east of the project site to 950 trips (as compared to the
originally proposed Coldstream Specific Plan that would generate 2,340
trips). Option B would consist of an emergency-only access to Deerfield
Drive and the development of a neighborhood park at this location.
The Draft EIR identified a significant and unavoidable impact regarding
General Plan Circulation Element consistency, but it was only found to be
significant and unavoidable for Options 2, 3, and 4. The newly proposed
Option B would also result in a significant and unavoidable impact
regarding General Plan Circulation Element consistency, as this option
does not provide a through roadway connection to Deerfield Drive east
of the project site. The physical effects of connecting Deerfield Drive with
the project site as a through roadway have been analyzed in the various
technical sections of the Draft EIR and the revised Traffic Impact Analysis
prepared for Options A and B, and no new significant environmental
effects were identified.
Response 10-2: The commenter states that Deerfield Drive is a local roadway and
increased traffic and noise would decrease quality of life for surrounding
residents.
This comment is noted. The commenter is referred to Response 10-1
regarding modifications to the project design since release of the Draft
EIR.
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Final Environmental Impact Report March 2014
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Letter 11 Gary & Lotten Bishop
Response 11-1: The commenter asks that Option 1 not be considered, as it does not
comply with the General Plan.
The commenter is referred to Section 3.2, Modifications to Project
Characteristics, of this document that identifies modification of the project
design since release of the Draft EIR. The now proposed Options A and B
consist of reduced development potential as compared to the originally
proposed Coldstream Specific Plan (see Figures 3.0-1 and 3.0-2). Both
options reduce the extent of development on the site. Option A would
retain the open roadway connection to Deerfield Drive, but would modify
the site design to provide a circuitous roadway system to discourage
vehicle trips that pass through the site to access Deerfield Drive and State
Route 89 south of Interstate 80. The reduced development intensity and
site design would reduce the average daily traffic one-way trips on
Deerfield Drive east of the project site to 950 trips (as compared to the
originally proposed Coldstream Specific Plan that would generate 2,340
trips). Option B would consist of an emergency-only access to Deerfield
Drive and the development of a neighborhood park at this location.
The Draft EIR identified a significant and unavoidable impact regarding
General Plan Circulation Element consistency, but it was only found to be
significant and unavoidable for Options 2, 3, and 4. The newly proposed
Option B would also result in a significant and unavoidable impact
regarding General Plan Circulation Element consistency, as this option
does not provide a through roadway connection to Deerfield Drive east
of the project site. The physical effects of connecting Deerfield Drive with
the project site as a through roadway have been analyzed in the various
technical sections of the Draft EIR and the revised Traffic Impact Analysis
prepared for Options A and B, and no new significant environmental
effects were identified.
Response 11-2: The commenter asks that one of the alternative project options be
considered that provides safe trails and emergency access, as noise is
already a concern without the proposed project.
Noise impacts associated with the proposed Deerfield connection are
addressed on Draft EIR pages 4.3-25 and -26 and include the
implementation of mitigation measure MM 4.3.5 to reduce the increase in
traffic noise with the use of rubberized or open-gap asphalt. The
commenter is also referred to Response 11-1.
Response 11-3: The commenter states that the proposed Deerfield Drive connector would
reduce safety and increase noise in the Deerfield neighborhood.
Draft EIR Section 4.2, Traffic and Circulation, does not identify any traffic
operational issues associated with the connection to Deerfield Drive.
However, it does identify potential safety concerns on Draft EIR pages
4.2-70 and -71 and identifies mitigation measures MM 4.2.10b through d to
address this impact. The commenter is also referred to Response 11-1
regarding changes to the project since release of the Draft EIR.
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Final Environmental Impact Report March 2014
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Letter 12 Fred & Betty Deal
Response 12-1: The commenter states that opening Deerfield Road is in conflict with the
current General Plan policy, which calls for minimally impacting existing
neighborhoods and keeping neighborhood character as well as safe trails
and bikeways.
The commenter is referred to Section 3.2, Modifications to Project
Characteristics, of this document that identifies modification of the project
design since release of the Draft EIR. The now proposed Options A and B
consist of reduced development potential as compared to the originally
proposed Coldstream Specific Plan (see Figures 3.0-1 and 3.0-2). Both
options reduce the extent of development on the site. Option A would
retain the open roadway connection to Deerfield Drive, but would modify
the site design to provide a circuitous roadway system to discourage
vehicle trips that pass through the site to access Deerfield Drive and State
Route 89 south of Interstate 80. The reduced development intensity and
site design would reduce the average daily traffic one-way trips on
Deerfield Drive east of the project site to 950 trips (as compared to the
originally proposed Coldstream Specific Plan that would generate 2,340
trips). Option B would consist of an emergency-only access to Deerfield
Drive and the development of a neighborhood park at this location.
The Draft EIR identified a significant and unavoidable impact regarding
General Plan Circulation Element consistency, but it was only found to be
significant and unavoidable for Options 2, 3, and 4. The newly proposed
Option B would also result in a significant and unavoidable impact
regarding General Plan Circulation Element consistency, as this option
does not provide a through roadway connection to Deerfield Drive east
of the project site. The physical effects of connecting Deerfield Drive with
the project site as a through roadway have been analyzed in the various
technical sections of the Draft EIR and the revised Traffic Impact Analysis
prepared for Options A and B, and no new significant environmental
effects were identified.
Draft EIR Section 4.2, Traffic and Circulation, does not identify any traffic
operational issues associated with the connection to Deerfield Drive.
However, it does identify potential safety concerns on Draft EIR pages
4.2-70 and -71 and identifies mitigation measures MM 4.2.10b through d to
address this impact.
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Final Environmental Impact Report March 2014
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Letter 13 Randy Dresselhaus
Response 13-1: The commenter asks that Option 1 not be considered, as it does not
comply with the General Plan or solve any traffic concerns.
The commenter is referred to Section 3.2, Modifications to Project
Characteristics, of this document that identifies modification of the project
design since release of the Draft EIR. The now proposed Options A and B
consist of reduced development potential as compared to the originally
proposed Coldstream Specific Plan (see Figures 3.0-1 and 3.0-2). Both
options reduce the extent of development on the site. Option A would
retain the open roadway connection to Deerfield Drive, but would modify
the site design to provide a circuitous roadway system to discourage
vehicle trips that pass through the site to access Deerfield Drive and State
Route 89 south of Interstate 80. The reduced development intensity and
site design would reduce the average daily traffic one-way trips on
Deerfield Drive east of the project site to 950 trips (as compared to the
originally proposed Coldstream Specific Plan that would generate 2,340
trips). Option B would consist of an emergency-only access to Deerfield
Drive and the development of a neighborhood park at this location.
The Draft EIR identified a significant and unavoidable impact regarding
General Plan Circulation Element consistency, but it was only found to be
significant and unavoidable for Options 2, 3, and 4. The newly proposed
Option B would also result in a significant and unavoidable impact
regarding General Plan Circulation Element consistency, as this option
does not provide a through roadway connection to Deerfield Drive east
of the project site. The physical effects of connecting Deerfield Drive with
the project site as a through roadway have been analyzed in the various
technical sections of the Draft EIR and the revised Traffic Impact Analysis
prepared for Options A and B, and no new significant environmental
effects were identified.
Response 13-2: The commenter proposes an alternative roadway option that would
continue West River to access the Teichert property on the south side of
the railroad tracks, which could improve traffic flow. The commenter
further states that they are already impacted by buried gas transmission
lines, freeway noise, airplane flyovers, and train traffic.
The proposed extension of West River would impact several wetland
features on-site resulting in greater physical environmental effects than
the project as proposed. The commenter is referred to Response 13-1
regarding modifications in the project design since release of the Draft
EIR.
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Letter 14 Roger L. Harry, Volage Ski Club
Response 14-1: The commenter asks that one of the project alternatives, Options 2, 3, or 4,
be considered, and states that Option 1does not comply with the 2025
General Plan and unnecessarily impacts existing and future
Deerfield/Coldstream residents.
The commenter is referred to Section 3.2, Modifications to Project
Characteristics, of this document that identifies modification of the project
design since release of the Draft EIR. The now proposed Options A and B
consist of reduced development potential as compared to the originally
proposed Coldstream Specific Plan (see Figures 3.0-1 and 3.0-2). Both
options reduce the extent of development on the site. Option A would
retain the open roadway connection to Deerfield Drive, but would modify
the site design to provide a circuitous roadway system to discourage
vehicle trips that pass through the site to access Deerfield Drive and State
Route 89 south of Interstate 80. The reduced development intensity and
site design would reduce the average daily traffic one-way trips on
Deerfield Drive east of the project site to 950 trips (as compared to the
originally proposed Coldstream Specific Plan that would generate 2,340
trips). Option B would consist of an emergency-only access to Deerfield
Drive and the development of a neighborhood park at this location.
The Draft EIR identified a significant and unavoidable impact regarding
General Plan Circulation Element consistency, but it was only found to be
significant and unavoidable for Options 2, 3, and 4. The newly proposed
Option B would also result in a significant and unavoidable impact
regarding General Plan Circulation Element consistency, as this option
does not provide a through roadway connection to Deerfield Drive east
of the project site. The physical effects of connecting Deerfield Drive with
the project site as a through roadway have been analyzed in the various
technical sections of the Draft EIR and the revised Traffic Impact Analysis
prepared for Options A and B, and no new significant environmental
effects were identified.
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Letter 15 Denise Sullivan, In His Care Preschool
Response 15-1: The commenter asks that one of the project alternatives, Options 2, 3, or 4,
be considered, and states that Option 1does not comply with the 2025
General Plan and unnecessarily impacts existing and future
Deerfield/Coldstream residents.
The commenter is referred to Section 3.2, Modifications to Project
Characteristics, of this document that identifies modification of the project
design since release of the Draft EIR. The now proposed Options A and B
consist of reduced development potential as compared to the originally
proposed Coldstream Specific Plan (see Figures 3.0-1 and 3.0-2). Both
options reduce the extent of development on the site. Option A would
retain the open roadway connection to Deerfield Drive, but would modify
the site design to provide a circuitous roadway system to discourage
vehicle trips that pass through the site to access Deerfield Drive and State
Route 89 south of Interstate 80. The reduced development intensity and
site design would reduce the average daily traffic one-way trips on
Deerfield Drive east of the project site to 950 trips (as compared to the
originally proposed Coldstream Specific Plan that would generate 2,340
trips). Option B would consist of an emergency-only access to Deerfield
Drive and the development of a neighborhood park at this location.
The Draft EIR identified a significant and unavoidable impact regarding
General Plan Circulation Element consistency, but it was only found to be
significant and unavoidable for Options 2, 3, and 4. The newly proposed
Option B would also result in a significant and unavoidable impact
regarding General Plan Circulation Element consistency, as this option
does not provide a through roadway connection to Deerfield Drive east
of the project site. The physical effects of connecting Deerfield Drive with
the project site as a through roadway have been analyzed in the various
technical sections of the Draft EIR and the revised Traffic Impact Analysis
prepared for Options A and B, and no new significant environmental
effects were identified.
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Letter 16 Patrick & Laura Fahey
Response 16-1: The commenter states that Option 1 conflicts with several 2025 General
Plan policies and that an emergency-only gate should be considered.
The commenter is referred to Section 3.2, Modifications to Project
Characteristics, of this document that identifies modification of the project
design since release of the Draft EIR. The now proposed Options A and B
consist of reduced development potential as compared to the originally
proposed Coldstream Specific Plan (see Figures 3.0-1 and 3.0-2). Both
options reduce the extent of development on the site. Option A would
retain the open roadway connection to Deerfield Drive, but would modify
the site design to provide a circuitous roadway system to discourage
vehicle trips that pass through the site to access Deerfield Drive and State
Route 89 south of Interstate 80. The reduced development intensity and
site design would reduce the average daily traffic one-way trips on
Deerfield Drive east of the project site to 950 trips (as compared to the
originally proposed Coldstream Specific Plan that would generate 2,340
trips). Option B would consist of an emergency-only access to Deerfield
Drive and the development of a neighborhood park at this location.
The Draft EIR identified a significant and unavoidable impact regarding
General Plan Circulation Element consistency, but it was only found to be
significant and unavoidable for Options 2, 3, and 4 (see also the General
Plan consistency analysis provided in Appendix B of the Draft EIR). The
newly proposed Option B would also result in a significant and
unavoidable impact regarding General Plan Circulation Element
consistency, as this option does not provide a through roadway
connection to Deerfield Drive east of the project site. The physical effects
of connecting Deerfield Drive with the project site as a through roadway
have been analyzed in the various technical sections of the Draft EIR and
the revised Traffic Impact Analysis prepared for Options A and B, and no
new significant environmental effects were identified.
Response 16-2: The commenter states that the neighborhood adjacent to the proposed
project has a local road where it is safe to walk and ride bicycles. The
commenter goes on to say that the neighborhood is loud, and many
people cannot enjoy their property because of existing noise. The
commenter further states that having additional road traffic in front of
their house is unacceptable.
Draft EIR Section 4.2, Traffic and Circulation, does not identify any traffic
operational issues associated with the connection to Deerfield Drive.
However, it does identify potential safety concerns on Draft EIR pages 4.2-
70 and -71 and identifies mitigation measures MM 4.2.10b through d to
address this impact. Noise impacts associated with the proposed
Deerfield connection were addressed on Draft EIR pages 4.3-25 and -26
and include the implementation of mitigation measure MM 4.3.5 to
reduce the increase in traffic noise with the use of rubberized or open-
gap asphalt. The commenter is also referred to Response 16-1 regarding
modifications to the project since release of the Draft EIR.
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Response 16-3: The commenter states that Option 1 creates safety concerns, destroys
neighborhood character, and does not solve traffic problems.
This comment is noted, and the commenter is referred to Responses 16-1
and 16-2.
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Letter 17 Unknown (initials MB)
Response 17-1: The commenter asks that one of the project alternatives, Options 2, 3, or 4,
be considered, and states that Option 1does not comply with the 2025
General Plan and unnecessarily impacts existing and future
Deerfield/Coldstream residents.
The commenter is referred to Section 3.2, Modifications to Project
Characteristics, of this document that identifies modification of the project
design since release of the Draft EIR. The now proposed Options A and B
consist of reduced development potential as compared to the originally
proposed Coldstream Specific Plan (see Figures 3.0-1 and 3.0-2). Both
options reduce the extent of development on the site. Option A would
retain the open roadway connection to Deerfield Drive, but would modify
the site design to provide a circuitous roadway system to discourage
vehicle trips that pass through the site to access Deerfield Drive and State
Route 89 south of Interstate 80. The reduced development intensity and
site design would reduce the average daily traffic one-way trips on
Deerfield Drive east of the project site to 950 trips (as compared to the
originally proposed Coldstream Specific Plan that would generate 2,340
trips). Option B would consist of an emergency-only access to Deerfield
Drive and the development of a neighborhood park at this location.
The Draft EIR identified a significant and unavoidable impact regarding
General Plan Circulation Element consistency, but it was only found to be
significant and unavoidable for Options 2, 3, and 4 (see also the General
Plan consistency analysis provided in Appendix B of the Draft EIR). The
newly proposed Option B would also result in a significant and
unavoidable impact regarding General Plan Circulation Element
consistency, as this option does not provide a through roadway
connection to Deerfield Drive east of the project site. The physical effects
of connecting Deerfield Drive with the project site as a through roadway
have been analyzed in the various technical sections of the Draft EIR and
the revised Traffic Impact Analysis prepared for Options A and B, and no
new significant environmental effects were identified.
Response 17-2: The commenter states that they do not want a through street on Deerfield
Drive, as it will increase noise and traffic hazards.
Draft EIR Section 4.2, Traffic and Circulation, does not identify any traffic
operational issues associated with the connection to Deerfield Drive.
However, it does identify potential safety concerns on Draft EIR pages 4.2-
70 and -71 and identifies mitigation measures MM 4.2.10b through d to
address this impact. Noise impacts associated with the proposed
Deerfield connection were addressed on Draft EIR pages 4.3-25 and -26
and include the implementation of mitigation measure MM 4.3.5 to
reduce the increase in traffic noise with the use of rubberized or open-
gap asphalt. The commenter is also referred to Response 17-1 regarding
modifications to the project since release of the Draft EIR.
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Letter 18 Kim Goode
Response 18-1: The commenter asks that an open road connection between the existing
neighborhood and the proposed project (Option 1) not be considered,
and a plan with an emergency-only gate be considered instead to
reduce traffic, noise, and safety hazards.
The commenter is referred to Section 3.2, Modifications to Project
Characteristics, of this document that identifies modification of the project
design since release of the Draft EIR. The now proposed Options A and B
consist of reduced development potential as compared to the originally
proposed Coldstream Specific Plan (see Figures 3.0-1 and 3.0-2). Both
options reduce the extent of development on the site. Option A would
retain the open roadway connection to Deerfield Drive, but would modify
the site design to provide a circuitous roadway system to discourage
vehicle trips that pass through the site to access Deerfield Drive and State
Route 89 south of Interstate 80. The reduced development intensity and
site design would reduce the average daily traffic one-way trips on
Deerfield Drive east of the project site to 950 trips (as compared to the
originally proposed Coldstream Specific Plan that would generate 2,340
trips). Option B would consist of an emergency-only access to Deerfield
Drive and the development of a neighborhood park at this location.
Draft EIR Section 4.2, Traffic and Circulation, does not identify any traffic
operational issues associated with the connection to Deerfield Drive.
However, it does identify potential safety concerns on Draft EIR pages 4.2-
70 and -71 and identifies mitigation measures MM 4.2.10b through d to
address this impact. Noise impacts associated with the proposed
Deerfield connection are addressed on Draft EIR pages 4.3-25 and -26
and include the implementation of mitigation measure MM 4.3.5 to
reduce the increase in traffic noise with the use of rubberized or open-
gap asphalt.
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Letter 19 Peter M. Morris
Response 19-1: The commenter states that they are in support of the proposed project,
with the exception of converting Deerfield Drive to a through roadway.
The commenter further states that other Deerfield Drive residents and the
developer oppose the through road design and that Town Planning staff
appear to be the only people pushing for a through road design.
This comment is noted. The commenter is referred to Section 3.2,
Modifications to Project Characteristics, of this document that identifies
modification of the project design since release of the Draft EIR. The now
proposed Options A and B consist of reduced development potential as
compared to the originally proposed Coldstream Specific Plan (see
Figures 3.0-1 and 3.0-2). Both options reduce the extent of development
on the site. Option A would retain the open roadway connection to
Deerfield Drive, but would modify the site design to provide a circuitous
roadway system to discourage vehicle trips that pass through the site to
access Deerfield Drive and State Route 89 south of Interstate 80. The
reduced development intensity and site design would reduce the
average daily traffic one-way trips on Deerfield Drive east of the project
site to 950 trips (as compared to the originally proposed Coldstream
Specific Plan that would generate 2,340 trips). Option B would consist of
an emergency-only access to Deerfield Drive and the development of a
neighborhood park at this location.
Response 19-2: The commenter states that the project goes against the Truckee General
Plan, as it requires an amendment to the General Plan.
The Draft EIR identified a significant and unavoidable impact regarding
General Plan Circulation Element consistency, but it was only found to be
significant and unavoidable for Options 2, 3, and 4 (see also the General
Plan consistency analysis provided in Appendix B of the Draft EIR). The
newly proposed Option B would also result in a significant and
unavoidable impact regarding General Plan Circulation Element
consistency, as this option does not provide a through roadway
connection to Deerfield Drive east of the project site. The physical effects
of connecting Deerfield Drive with the project site as a through roadway
have been analyzed in the various technical sections of the Draft EIR and
the revised Traffic Impact Analysis prepared for Options A and B, and no
new significant environmental effects were identified.
Response 19-3: The commenter states that the quiet nature of Deerfield Drive would be
destroyed by the project.
Noise impacts associated with the proposed Deerfield connection are
addressed on Draft EIR pages 4.3-25 and -26 and include the
implementation of mitigation measure MM 4.3.5 to reduce the increase in
traffic noise with the use of rubberized or open-gap asphalt.
Response 19-4: The commenter states that converting Deerfield Drive to a through road
would be a major impact to all properties along Deerfield Drive.
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This comment is noted. The commenter is referred to Response 19-1
regarding modifications to the project since release of the Draft EIR.
Response 19-5: The commenter states that property values along Deerfield Drive would
decrease due to the street being turned into a through road.
This comment is noted. The commenter is referred to Response 19-1
regarding modifications to the project since release of the Draft EIR.
Economic impacts are not considered physical effects on the
environment that subject to consideration under CEQA and thus are not
considered in the Draft EIR (CEQA Guidelines Section 15131).
Response 19-6: The commenter states that I-80 runs parallel within 100 yards of Deerfield
Drive and is an existing and significantly better roadway for accessing
Donner Lake and Coldstream.
This comment is noted. The project’s impacts on traffic are addressed in
Draft EIR Section 4.2, Traffic and Circulation, as well as in Appendix B of this
document for Options A and B (referred to as “Options 1 and 2”).
Response 19-7: The commenter states that the Draft EIR does not analyze commercial
trucks traveling between the existing Crossroads Center and the
commercial area to be developed by Coldstream.
The commenter is referred to Response 19-1 above. As shown under the
newly proposed Option A, the Deerfield Drive connection is proposed to
be reconfigured into a more circuitous route, with the intention of
discouraging through traffic between Deerfield Drive east of the project
site and the proposed project. Utilizing I-80 between the SR 89 and Donner
Pass Road interchanges provides a more direct and feasible route for
commercial truck traffic traveling between the Crossroads Commercial
Center and the proposed project’s commercial area. In addition, the re-
designation of Deerfield Drive to a “minor collector” will still result in this
roadway having travel restrictions to commercial vehicles on Deerfield
Drive due to applicable weight limits of a maximum of 8 tons for this
roadway designation and signage directing drivers of commercial
vehicles away from Deerfield Drive due to the residential nature of this
roadway.
Response 19-8: The commenter suggests that allowing Deerfield Drive to remain a dead-
end street will encourage bicyclists and pedestrians to use the trails to
travel back and forth between the existing residential area on Deerfield
Drive and the proposed project, thus minimizing vehicle trips between the
neighborhoods and commercial areas on either end.
This comment is noted. As noted in Response 19-1, Option B would provide
a pedestrian and bicycle connection while keeping the connection to
Deerfield closed to vehicle traffic.
Response 19-9: The commenter states that Alternatives 2, 3, and 4 would be preferable to
the proposed project, as they maintain the residential integrity of
Deerfield Drive by having a road connection for emergency access only.
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This comment is noted. The commenter is also referred to Response 19-1
regarding modifications to the project design since release of the Draft
EIR.
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Letter 20 Anton Stinauer, Vorlage Ski Club
Response 20-1: The commenter states that Option 1 does not comply with the Town of
Truckee’s General Plan.
The commenter is referred to Section 3.2, Modifications to Project
Characteristics, of this document that identifies modification of the project
design since release of the Draft EIR. The now proposed Options A and B
consist of reduced development potential as compared to the originally
proposed Coldstream Specific Plan (see Figures 3.0-1 and 3.0-2). Both
options reduce the extent of development on the site. Option A would
retain the open roadway connection to Deerfield Drive, but would modify
the site design to provide a circuitous roadway system to discourage
vehicle trips that pass through the site to access Deerfield Drive and State
Route 89 south of Interstate 80. The reduced development intensity and
site design would reduce the average daily traffic one-way trips on
Deerfield Drive east of the project site to 950 trips (as compared to the
originally proposed Coldstream Specific Plan that would generate 2,340
trips). Option B would consist of an emergency-only access to Deerfield
Drive and the development of a neighborhood park at this location.
The Draft EIR identified a significant and unavoidable impact regarding
General Plan Circulation Element consistency, but it was only found to be
significant and unavoidable for Options 2, 3, and 4 (see also the General
Plan consistency analysis provided in Appendix B of the Draft EIR). The
newly proposed Option B would also result in a significant and
unavoidable impact regarding General Plan Circulation Element
consistency, as this option does not provide a through roadway
connection to Deerfield Drive east of the project site. The physical effects
of connecting Deerfield Drive with the project site as a through roadway
have been analyzed in the various technical sections of the Draft EIR and
the revised Traffic Impact Analysis prepared for Options A and B, and no
new significant environmental effects were identified.
Response 20-2: The commenter states that the Draft EIR fails to adequately address
safety, noise, and health issues and that changing Deerfield Drive to a
collector road is inconsistent with the General Plan.
Draft EIR Section 4.2, Traffic and Circulation, does not identify any traffic
operational issues associated with the connection to Deerfield Drive.
However, it does identify potential safety concerns on Draft EIR pages 4.2-
70 and -71 and identifies mitigation measures MM 4.2.10b through d to
address this impact. Noise impacts associated with the proposed
Deerfield connection are addressed on Draft EIR pages 4.3-25 and -26
and include the implementation of mitigation measure MM 4.3.5 to
reduce the increase in traffic noise with the use of rubberized or open-
gap asphalt. The commenter is referred to Response 20-1 regarding
General Plan consistency concerns.
Response 20-3: The commenter states that the rubberized asphalt surface proposed to
mitigate noise impacts resulting from additional traffic on Deerfield Drive
would still result in a 14.6 percent increase in noise levels.
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The commenter misinterprets the Draft EIR noise analysis. As noted on Draft
EIR page 4.3-3, exposure to noise is based on changes in decibel levels. A
3 dBA change in noise levels is considered just perceivable by the human
ear. Draft EIR page 4.3-25 identifies that the change in traffic conditions
on Deerfield Drive would result in a 6 dBA increase in traffic noise levels
and implementation of mitigation measure MM 4.3.5 would reduce this
increase in noise level of 4 dBA. Thus, mitigation measure MM 4.3.5 would
reduce project traffic noise levels below human ear perception levels. The
commenter is also referred to Response 20-1 regarding modifications to
the project design since release of the Draft EIR.
Response 20-4: The commenter states that adding sidewalks to the proposed project
would require tree removal, which would change the residential
character of Deerfield Drive and reduce property values.
As identified on Draft EIR page 4.2-71, potential tree removal would be
mitigated through implementation of mitigation measure MM 4.8.7b that
requires onsite replacement of the black cottonwood trees proposed for
removal. Economic impacts are not considered physical effects on the
environment that subject to consideration under CEQA and thus are not
considered in the Draft EIR (CEQA Guidelines Section 15131).
Response 20-5: The commenter states that the project would result in increased noise and
traffic impacts to local residents and that the roadway will be used more
often.
The Draft EIR evaluates the traffic and physical environmental effects of
this connection to Deerfield Drive. The commenter is also referred to
Response 20-1 regarding modifications to the project design since release
of the Draft EIR.
Response 20-6: The commenter states that the project will result in increased traffic-
related hazards to residents, pedestrians, and bicyclists on Deerfield Drive.
Draft EIR Section 4.2, Traffic and Circulation, does not identify any traffic
operational issues associated with the connection to Deerfield Drive.
However, it does identify potential safety concerns on Draft EIR pages
4.2-70 and -71 and identifies mitigation measures MM 4.2.10b through d to
address this impact.
Response 20-7: The commenter states that the use of Deerfield Drive by large trucks and
cars will increase as a result of the proposed project, which would destroy
the roadway and increase danger for the residents along this roadway.
As shown under the newly proposed Option A, the Deerfield Drive
connection is proposed to be reconfigured into a more circuitous route,
with the intention of discouraging through traffic between Deerfield Drive
east of the project site and the proposed project. Utilizing I-80 between
the SR 89 and Donner Pass Road interchanges provides a more direct and
feasible route for commercial truck traffic traveling between the
Crossroads Commercial Center and the proposed project’s commercial
area. In addition, the re-designation of Deerfield Drive to a “minor
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collector” will still result in this roadway having travel restrictions to
commercial vehicles on Deerfield Drive due to applicable weight limits of
a maximum of 8 tons for this roadway designation and signage directing
drivers of commercial vehicles away from Deerfield Drive due to the
residential nature of this roadway. The commenter is also referred to
Response 20-6 regarding traffic safety.
Response 20-8: The commenter states that adding sidewalks to Deerfield Drive would
encroach onto landowners’ properties, resulting in decreased property
values, removing established trees, and negatively impacting the
community character of this established neighborhood.
The commenter is referred to Response 20-4.
Response 20-9: The commenter states that the increased number of vehicles using
Deerfield Drive will result in increased air and noise pollution in this
residential area and that accessing the project from the commercial area
to the west of the project would result in the same disadvantages to
future project residents.
The commenter is referred to Response 20-3 regarding noise. In addition,
Section 4.4, Air Quality, of the Draft EIR provides an air quality analysis for
the proposed project and includes a series of mitigation measures that
would ensure that air quality impacts from construction and operational
sources are less than significant under the proposed project.
Response 20-10: The commenter states that using the commercial area to the west of the
project as an access road and not turning Deerfield Drive into a through
roadway would be advantageous because these streets are designed to
handle high-volume traffic and the commercial area is more appropriate
for such use.
This comment is noted. The commenter is referred to Response 20-1
regarding modifications in the project design since release of the Draft
EIR.
Response 20-11: The commenter states that making Deerfield Drive an emergency-only
access would eliminate the negative impacts described above.
This comment is noted. The commenter is referred to Responses 20-1, 20-6,
20-7, 20-8, and 20-9 above.
Response 20-12: The commenter states that making Deerfield Drive an emergency-only
access would limit intrusion on Deerfield Drive to pedestrian and bicycle
traffic, not increased vehicle traffic.
This comment is noted.
Response 20-13: The commenter states that making Deerfield Drive an emergency-only
access makes the design of the road system in the proposed project and
to the west better (numerous curves and “T” intersections), as traffic
speeds are kept slower and safer than if vehicles were allowed to travel
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east out of the project onto Deerfield Drive, which is a straighter road
resulting in increased speeds and increased hazards to pedestrians and
bicyclists.
The commenter is referred to Response 20-1 regarding modifications to
the project design since release of the Draft EIR.
Response 20-14: The commenter states that using the commercial area to the west of the
project as an access to the project area would eliminate traffic
congestion along Deerfield Drive, permit easy access to I-80 at the
Donner Pass/Cold Stream Road interchange, direct traffic through the
project’s business district rather than the residential area, and provide
easy access to businesses on Donner Pass Road and downtown Truckee.
This comment is noted. The commenter is referred to Response 20-1
regarding modifications to the project design since release of the Draft
EIR.
Response 20-15: The commenter asks that Alternatives 2, 3, or 4 be considered since they
would not disrupt the safety and serenity of the residential areas along
Deerfield Drive.
This comment is noted.
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Letter 21 Setal Judge
Response 21-1: The commenter states that he is the owner of a local 7-Eleven store and
opposes turning Deerfield Drive into a through roadway, as it would
potentially result in reduced business at his store.
This comment is noted. Economic impacts are not considered physical
effects on the environment that subject to consideration under CEQA and
thus are not considered in the Draft EIR (CEQA Guidelines Section 15131).
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Letter 22 Allan & Shirley Marshall
Response 22-1: The commenter states that while they support the right of the property
owner to develop their property, the proposed Deerfield Drive connection
does not protect their neighborhood quality of life.
This comment is noted. The commenter is referred to Section 3.2,
Modifications to Project Characteristics, of this document that identifies
modification of the project design since release of the Draft EIR. The now
proposed Options A and B consist of reduced development potential as
compared to the originally proposed Coldstream Specific Plan (see
Figures 3.0-1 and 3.0-2). Both options reduce the extent of development
on the site. Option A would retain the open roadway connection to
Deerfield Drive, but would modify the site design to provide a circuitous
roadway system to discourage vehicle trips that pass through the site to
access Deerfield Drive and State Route 89 south of Interstate 80. The
reduced development intensity and site design would reduce the
average daily traffic one-way trips on Deerfield Drive east of the project
site to 950 trips (as compared to the originally proposed Coldstream
Specific Plan that would generate 2,340 trips). Option B would consist of
an emergency-only access to Deerfield Drive and the development of a
neighborhood park at this location.
Response 22-2: The commenter supports Option 4 as it provides easy access to I-80 and
the best bike path alignment to Donner Lake. The commenter further
states that the closed Deerfield connection is more bicycle-friendly, and
the two river crossings improve the development’s circulation and
emergency vehicle options traveling down Deerfield Drive.
This comment is noted. The commenter is referred to Response 22-1
regarding modifications to the project design since release of the Draft
EIR.
Response 22-3: The commenter refers to the economic study, timing of commercial
development, and the need for jobs that pay well enough to afford local
living expenses. The commenter further states that by reducing the
commercial component there would be room for more residential use.
This comment is noted. Economic impacts are not considered physical
effects on the environment that subject to consideration under CEQA and
thus are not considered in the Draft EIR (CEQA Guidelines Section 15131).
Response 22-4: The commenter states that there is no economic analysis of the need for
residential lots and inquires about the effect of eliminating the interest tax
credit for second homes on the local economy. The commenter further
states that the commercial services at the proposed project could meet
some of the needs of Donner Lake, Armstrong, and Tahoe Donner
residents, as this location seems better than other commercial
developments proposed downtown.
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This comment is noted. Economic impacts are not considered physical
effects on the environment that subject to consideration under CEQA and
thus are not considered in the Draft EIR (CEQA Guidelines Section 15131).
Response 22-5: The commenter does not support Option 1and requests that dandelions
be removed from the revegetation palette. The commenter also asks
what happened to the Deerfield Bypass.
This comment is noted. The commenter is referred to Response 22-1
regarding modifications to the project design since release of the Draft
EIR.
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Letter 23 Karen Pilaar
Response 23-1: The commenter states that Option 1 would increase traffic on Deerfield
Drive by more than 1,000 daily trips and is therefore inconsistent with the
Town of Truckee’s General Plan Circulation Element standard for local
residential roadways.
The commenter is referred to Section 3.2, Modifications to Project
Characteristics, of this document that identifies modification of the project
design since release of the Draft EIR. The now proposed Options A and B
consist of reduced development potential as compared to the originally
proposed Coldstream Specific Plan (see Figures 3.0-1 and 3.0-2). Both
options reduce the extent of development on the site. Option A would
retain the open roadway connection to Deerfield Drive, but would modify
the site design to provide a circuitous roadway system to discourage
vehicle trips that pass through the site to access Deerfield Drive and State
Route 89 south of Interstate 80. The reduced development intensity and
site design would reduce the average daily traffic one-way trips on
Deerfield Drive east of the project site to 950 trips (as compared to the
originally proposed Coldstream Specific Plan that would generate 2,340
trips). Option B would consist of an emergency-only access to Deerfield
Drive and the development of a neighborhood park at this location.
The Draft EIR identified a significant and unavoidable impact regarding
General Plan Circulation Element consistency, but it was only found to be
significant and unavoidable for Options 2, 3, and 4 (see also the General
Plan consistency analysis provided in Appendix B of the Draft EIR). The
newly proposed Option B would also result in a significant and
unavoidable impact regarding General Plan Circulation Element
consistency, as this option does not provide a through roadway
connection to Deerfield Drive east of the project site. The physical effects
of connecting Deerfield Drive with the project site as a through roadway
have been analyzed in the various technical sections of the Draft EIR and
the revised Traffic Impact Analysis prepared for Options A and B, and no
new significant environmental effects were identified.
Response 23-2: The commenter states that the Town of Truckee General Plan CIR 3, and
CIR P2.2 and P2.4, call for minimizing impacts of new development on
existing roadways and that lower roadway classifications should not be
redesignated to higher roadway classifications. The commenter further
states that amending the General Plan to change roadway classifications
is backwards planning and is not a minimal impact.
This comment is noted. The commenter is referred to Response 23-1.
Response 23-3: The commenter sites General Plan Circulation Element Guiding Principles
related to minimization of negative impacts on community character,
local neighborhoods, and the environment. The commenter states that
introducing a high-volume road to the front of the Deerfield Drive
properties destroys neighborhood character and reduces property values
and quality of life.
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The commenter is referred to Response 23-1. Under the newly proposed
Option A, and as stated on pages 4.2-54 and -55 of the Draft EIR, the
proposed project includes the re-designation of Deerfield Drive to a Minor
Collector, rather than a Local Road. If the Town were to implement such
an action, the threshold under the General Plan would be different. As
shown in Draft EIR Table 4.2-8, a development can be allowed if collectors
operating at existing acceptable levels of service will not degrade LOS to
unacceptable levels. As indicated in Table 4.2-15 of the Draft EIR, the
addition of the proposed project to existing traffic would not result in
exceedance of the LOS threshold for Deerfield Drive. As such, the
proposed project would be allowable under this newly proposed option.
Response 23-4: The commenter states that for Option 1, the Draft EIR describes hazards for
pedestrians as potentially significant due to increased traffic. The
comment also indicates that there are existing provisions within the Town’s
Vision Statement and General Plan calling for safe trails and bikeways that
promote opportunities to reduce automobile travel demand. The
commenter further states that Option 1 does not provide safety nor does it
encourage pedestrian and bike use.
Draft EIR Section 4.2, Traffic and Circulation, does not identify any traffic
operational issues associated with the connection to Deerfield Drive.
However, it does identify potential safety concerns on Draft EIR pages
4.2-70 and -71 and identifies mitigation measures MM 4.2.10b through d to
address this impact. As shown in Figures 3.0-1 and 3.0-2, Options A and B
of the new project design provides an extensive trail system.
Response 23-5: The commenter states that there is a conflict between the Town of
Truckee General Plan noise goals related to minimizing exposure to
excessive noise and traffic noise associated with Option 1.
Noise impacts associated with the proposed Deerfield connection are
addressed on Draft EIR pages 4.3-25 and -26 and include the
implementation of mitigation measure MM 4.3.5 to reduce the increase in
traffic noise with the use of rubberized or open-gap asphalt.
Response 23-6: The commenter references the proposed alternative circulation options
for the project and the Draft EIR’s evaluation of GP CIR 4. The comment
also states that the Draft EIR is not consistent with regard to pointing out
when other GP goals are in fact met with the alternative options or Option
1 inconsistencies with the General Plan.
As shown in Figures 3.0-1 and 3.0-2, Options A and B of the new project
design includes an extensive trail system that interconnects project
features and adjoining areas. Draft EIR Appendix B provides a General
Plan consistency analysis for the project. The commenter is also referred to
Response 23-1 regarding General Plan consistency concerns.
Response 23-7: The commenter cites page 70 of the Traffic Impact Analysis in Appendix C
of the Draft EIR, which states that the traffic volumes on Deerfield Drive
would constitute an arterial road designation. The commenter
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recommends that this information be included in Section 4.2,
Transportation and Circulation, of the Draft EIR.
The commenter is referred to Response 23-1 regarding modifications in the
project design since release of the Draft EIR. As stated in the revised Traffic
Impact Analysis (see Appendix B), the newly proposed Option A is
estimated to result in 950 average daily trips on the segment of Deerfield
Drive east of the project site at full buildout of Option A. Therefore,
according to Town engineering standards, this segment of Deerfield Drive
would fall under the definition of a collector. Therefore, the roadway is
proposed to be designed as a minor collector. A design consistent with
the Town’s collector standard is appropriate, as it would accommodate
the forecast traffic volumes while moderating traffic speeds and
minimizing right-of-way impacts. In addition, the newly proposed Option
A, as described previously in this section, would further reduce average
daily trips from the project area traveling on Deerfield Drive compared to
Option 1 in the Draft EIR due to the reduction in proposed residential units
and commercial square footage.
Response 23-8: The commenter cites page 70 of the Traffic Impact Analysis in Appendix C
of the Draft EIR regarding the suggestion to remove any traffic calming
measures to convenience drivers and save trip times. The comment states
that this information should be included in Section 4.2, Transportation and
Circulation, of the Draft EIR.
The information on Page 70 of the Draft EIR Traffic Impact Analysis
identified by the commenter regarding traffic calming measures is in
relation to the consideration of measures to reduce traffic volumes. The
commenter is referred to Response 23-7 regarding modifications to the
project design since release of the Draft EIR and the re-analysis of traffic
impacts for Options A and B.
Response 23-9: The commenter asks that the 2025 General Plan be carefully considered
for direction regarding the future connection of Deerfield Drive.
This comment is noted. Interpretation of the policy provisions regarding
connection to Deerfield Drive for purposes of the Draft EIR traffic impact
analysis is provided on Draft EIR pages 4.2-66 and -77 as well as Draft EIR
Appendix B.
Response 23-10: The commenter states that the proposed project’s Traffic Impact Analysis
does not clearly point in the direction of an open road on Deerfield Drive.
The comment also cites information from the Traffic Analysis Executive
Summary and the Draft EIR regarding roadway levels of service being
acceptable on all study roadway segments under current and future
conditions with or without the proposed project, including Alternative 2.
The commenter is correct that the Draft EIR Traffic Impact Analysis Report
and the Draft EIR analysis itself does not advocate for an open
connection to Deerfield Drive. The purpose of the Draft EIR is to disclose
the physical environmental effects of the proposed Coldstream Specific
Plan, including the four roadway design options proposed.
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Response 23-11: The commenter states that there are many examples of emergency-only
gates in the Town of Truckee and that Option 1 does not match the
direction from the General Plan regarding Deerfield Drive. The commenter
further states the Town should consider Alternatives 2, 3, or 4.
This comment is noted.
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Letter 24 Karen Pilaar
Response 24-1: The commenter requests that the Draft EIR specify the property directly
behind the homes on Deerfield Drive not be a future trail alignment in
order to maintain some privacy and safety from future public use of this
trail.
As shown in Figures 3.0-1 and 3.0-2 (new project design options A and B),
the trail is substantially set back from existing residential parcels along
Deerfield Drive. No safety issues are expected from trail use that would
require mitigation.
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Letter 25 Sharon Raney
Response 25-1: The commenter states that opening Deerfield Drive to a through roadway
would do irreparable harm to the neighborhood and that the road is too
narrow to support added traffic.
The commenter is referred to Section 3.2, Modifications to Project
Characteristics, of this document that identifies modification of the project
design since release of the Draft EIR. The now proposed Options A and B
consist of reduced development potential as compared to the originally
proposed Coldstream Specific Plan (see Figures 3.0-1 and 3.0-2). Both
options reduce the extent of development on the site. Option A would
retain the open roadway connection to Deerfield Drive, but would modify
the site design to provide a circuitous roadway system to discourage
vehicle trips that pass through the site to access Deerfield Drive and State
Route 89 south of Interstate 80. The reduced development intensity and
site design would reduce the average daily traffic one-way trips on
Deerfield Drive east of the project site to 950 trips (as compared to the
originally proposed Coldstream Specific Plan that would generate 2,340
trips). Option B would consist of an emergency-only access to Deerfield
Drive and the development of a neighborhood park at this location.
Draft EIR Section 4.2, Traffic and Circulation, does not identify any traffic
operational issues associated with the connection to Deerfield Drive.
However, it does identify potential safety concerns on Draft EIR pages
4.2-70 and -71 and identifies mitigation measures MM 4.2.10b through d to
address this impact.
Response 25-2: The commenter expresses concerns with safety, additional traffic, and
added noise on Deerfield Drive if it were to become a through roadway,
and further states their opposition to Option 1 in favor of making the road
emergency-only access.
Noise impacts associated with the proposed Deerfield connection are
addressed on Draft EIR pages 4.3-25 and -26 and include the
implementation of mitigation measure MM 4.3.5 to reduce the increase in
traffic noise with the use of rubberized or open-gap asphalt. The
commenter is referred to Response 25-1 regarding modifications to the
project design since release of the Draft EIR and anticipated reduced
traffic volumes.
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Letter 26 Eric Rohlf
Response 26-1: The commenter cites assumptions related to the noise study contained in
Section 4.3, Noise, of the Draft EIR related to where noise measurements
were taken and the Draft EIR’s use of measurements from the “Bollard,
2007” study. The commenter further cites Table 4.3-2 of the Draft EIR
indicating a measurement date by Bollard in August 2002 and states that
70 dB 550 feet from the center of I-80 is considered “normally
unacceptable” by the Truckee Noise Element policies.
The Environmental Noise Assessment prepared for the project site by
Bollard Acoustical Associates and dated September 12, 2007, used noise
measurement surveys conducted in August 2002 as noted in Table 4.3-2 of
the Draft EIR. The Draft EIR is incorrect in stating that the noise
measurements were conducted at approximately 550 feet from the
centerline of I-80. Upon scaling the distance from the noise measurement
location C referred to in the Bollard study, the correct distance is
approximately 185 feet from the centerline of Interstate 80. The indicated
text in the Draft EIR has been revised. The reader is referred to Section 4.0,
Minor Revisions to the EIR. In addition, mitigation measure MM 4.3.3 on
page 4.3-23 of the Draft EIR has been included to address noise impacts
on the project associated with traffic on I-80. Implementation of mitigation
measure MM 4.3.3 would reduce noise impacts from I-80 to proposed
residences on the project site to a less than significant level.
Response 26-2: The commenter cites Table 4.3-2 of the Draft EIR and expresses concerns
with the conclusion of noise measurements in the 2007 Bollard study
compared to the FHWA modeling program used by JC Brennan &
Associates in 2010 to model noise levels 550 feet from the center line of
I-80 wherein the results were 6 dB lower than conclusions in the 2007
Bollard study.
The commenter is referred to Response 26-1. The JC Brennan & Associates
analysis was based on 550 feet.
Response 26-3: The commenter cites page 4.3-25 of the Draft EIR related to noise impacts
at existing Deerfield residences and disagrees with the conclusion that
only “some” of the residences are in excess of the Town of Truckee’s
generally accepted exterior noise level standard of 60 dBA CNEL primarily
due to I-80 traffic noise. The commenter further states that on page 4.3-25
of the Draft EIR, text states that residents along Deerfield Drive are
exposed to traffic noise levels of approximately 61 to 62 dBA CNEL due to
I-80 traffic, and all but one of the homes on Deerfield Drive are closer than
550 feet to I-80.
The commenter is referred to Response 26-1 above. It is correct that all
residents (not “some”) along Deerfield Drive are exposed to existing traffic
noise levels which exceed the “normally acceptable” exterior noise level
standard of 60 dB CNEL. As previously stated, the Draft EIR inaccurately
stated that the measured noise level was 70 dB CNEL at a distance of 550
feet; the distance should be have cited as 185 feet. The indicated text in
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the Draft EIR has been revised. The reader is referred to Section 4.0, Minor
Revisions to the EIR.
Response 26-4: The commenter references Option 1 and noise levels not exceeding the
Town of Truckee’s noise standards under this proposed through roadway
option, and provides an opinion that most residents on Deerfield Drive
already exceed Town standards from I-80 noise. The commenter further
states that the rubberized asphalt proposed for Deerfield Drive in
mitigation measure MM 4.3.5 of the Draft EIR is unproven.
When adding traffic noise levels from Deerfield Drive and I-80, the
increase in traffic noise from the proposed project is less than significant
with mitigation outlined in the Draft EIR. The use of rubberized or open-gap
asphalt has been successfully used in the United States to reduce traffic
noise. The comment provides no countering evidence that mitigation
measure MM 4.3.5 would not reduce this impact to less than significant.
Response 26-5: The commenter states that opportunities to interact with neighbors would
be lost if traffic levels were to be increased by 2,340 trips per day under
Option 1, thus adding more noise and danger to the street.
The commenter is referred to Section 3.2, Modifications to Project
Characteristics, of this document that identifies modification of the project
design since release of the Draft EIR. The now proposed Options A and B
consist of reduced development potential as compared to the originally
proposed Coldstream Specific Plan (see Figures 3.0-1 and 3.0-2). Both
options reduce the extent of development on the site. Option A would
retain the open roadway connection to Deerfield Drive, but would modify
the site design to provide a circuitous roadway system to discourage
vehicle trips that pass through the site to access Deerfield Drive and State
Route 89 south of Interstate 80. The reduced development intensity and
site design would reduce the average daily traffic one-way trips on
Deerfield Drive east of the project site to 950 trips (as compared to the
originally proposed Coldstream Specific Plan that would generate 2,340
trips). Option B would consist of an emergency-only access to Deerfield
Drive and the development of a neighborhood park at this location.
Draft EIR Section 4.2, Traffic and Circulation, does not identify any traffic
operational issues associated with the connection to Deerfield Drive.
However, it does identify potential safety concerns on Draft EIR pages 4.2-
70 and -71 and identifies mitigation measures MM 4.2.10b through d to
address this impact. Noise impacts associated with the proposed
Deerfield connection are addressed on Draft EIR pages 4.3-25 and -26
and include the implementation of mitigation measure MM 4.3.5 to
reduce the increase in traffic noise with the use of rubberized or open-
gap asphalt.
Response 26-6: The commenter requests that Option 1 in the Draft EIR not be considered
and that one of the other options be supported.
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This comment is noted. The Draft EIR provides an equal-level of analysis for
all four options. The Final EIR now includes analysis of the project
modifications since release of the Draft EIR that consists of Option A and B.
Response 26-7: The commenter expresses concern with the Draft EIR’s preference toward
Option 1, specifically with regard to the discussion on page 4.2-66 related
to conflicts with existing goals and policies of the General Plan.
The Draft EIR identified a significant and unavoidable impact regarding
General Plan Circulation Element consistency, but it was only found to be
significant and unavoidable for Options 2, 3, and 4 (see also the General
Plan consistency analysis provided in Appendix B of the Draft EIR). The
newly proposed Option B would also result in a significant and
unavoidable impact regarding General Plan Circulation Element
consistency, as this option does not provide a through roadway
connection to Deerfield Drive east of the project site. The physical effects
of connecting Deerfield Drive with the project site as a through roadway
have been analyzed in the various technical sections of the Draft EIR and
the revised Traffic Impact Analysis prepared for Options A and B, and no
new significant environmental effects were identified.
Response 26-8: The commenter states that the Draft EIR appears to be written such that it
evaluates the Circulation Element of the General Plan from the
perspective that the General Plan has already been amended to change
Deerfield Drive into a minor collector.
CEQA requires that an EIR evaluate the physical environmental impacts of
a project as proposed. As identified in Section 3.0, Project Description, of
the Draft EIR, the originally proposed Coldstream Specific Plan included
the consideration of four roadway design options. The commenter is
referred to Response 26-5 regarding modifications to the project design
since release of the Draft EIR.
Response 26-9: The commenter cites language from Town of Truckee General Plan Policy
2.4.
This comment is noted.
Response 26-10: The commenter states that General Plan Policy 2.4 conflicts with Option 1
proposed in the Draft EIR, that an increase in traffic by 2,340 ADT would
negatively impact the local neighborhood character of Deerfield Drive,
and restates his belief that the Draft EIR appears to be written such that it
evaluates the Circulation Element of the General Plan from the
perspective that the General Plan has already been amended to change
Deerfield Drive into a minor collector.
The commenter is referred to Responses 26-7 and 26-8.
Response 26-11: The commenter states that the Draft EIR is misleading in that it refers to the
Deerfield Drive reclassification as a minor collector when in reality the
roadway will change to arterial status and just the design of the road
would be kept at minor collector conditions.
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The Draft EIR does not identify Deerfield Drive as proposed to be
converted to an arterial as the commenter suggests.
Response 26-12: The commenter indicates that the Draft EIR indicates Option 2 presents
the greatest compatibility with the current General Plan and that Option 1
would result in the proposed project controlling the General Plan rather
than the General Plan guiding the project.
This comment is noted. The commenter is referred to Response 26-5
regarding modifications to the project design since release of the Draft
EIR.
Response 26-13: The commenter asks why the FHWA 108 model was used for the noise
analysis rather than the newer FHWA TNM model.
The FHWA RD77-108 traffic noise model is still a widely used traffic noise
prediction model, and the algorithms are still valid for predicting
generalized traffic noise levels. The TNM model was developed to provide
a more accurate prediction of traffic noise levels when complex
geometry of roadways and interchanges are available as inputs to the
model. The model allows for evaluation of elevated roadways or shielding
from an overpass. In addition, the TNM model does not allow for the
prediction of CNEL. The model predicts peak hour traffic noise levels
consistent with the Caltrans and FHWA criteria.
Response 26-14: The commenter states there is no indication that the noise model takes
into account road surfaces or the effect deteriorating road surfaces have
on noise.
It is an accurate statement that there will always be variations in traffic
noise due to pavement types, aging pavement, changes in traffic mix, or
increases in travel speed. However, the FHWA RD77-108 model is generally
very accurate in predicting overall traffic noise levels, when the inputs to
the model for the day/night distribution of traffic, travel speed, and traffic
volumes are correct.
Response 26-15: The commenter requests information regarding the margin of accuracy
for the noise model due to noise levels being close to Town of Truckee
limits.
The FHWA model is generally considered to be accurate within 1 to 2 dBA.
However, shielding of traffic, elevated receivers, or elevated roadways
can affect the actual predicted noise levels.
Response 26-16: The commenter questions whether a 6-foot berm will mitigate sound levels
from I-80 to acceptable levels.
The commenter is referred to Responses 26-1.
Response 26-17: The commenter questions placing residential uses in close proximity to I-80
when mitigation for impacts associated with roadway noise is needed.
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The commenter is referred to Response 26-1 and Response 26-5 regarding
modifications to the project design since release of the Draft EIR.
Response 26-18: The commenter references the Draft EIR language that calls for a 1 dB
increase in noise levels on I-80 by 2025 when the Town of Truckee General
Plan calls for a 2 dB increase, and further states both numbers seem low as
Caltrans has contingency plans to increase I-80 to six lanes if needed.
The increase in traffic noise levels discussed in the Draft EIR is simply a
function of the overall increase in traffic volumes. If Caltrans considers
changing the lane geometry on I-80 in the future, they will conduct a
noise analysis and determine whether mitigation is required.
Response 26-19: The commenter states there is no indication that the Town of Truckee will
mitigate noise levels from I-80 for existing Deerfield Drive residences that
may be over the threshold as suggested in the General Plan.
This comment is noted. Existing noise levels from Interstate 80 are part of
the existing environmental conditions that the Draft EIR considers as part
of its analysis of project impacts. CEQA does not require the project or the
Town to mitigate for existing noise impacts that are not associated with
the project.
Response 26-20: The commenter states that the traffic analysis shows an increase of 11
non-local trips per hour under Option 1 in the Draft EIR and that this
number seems low.
The Draft EIR traffic analysis is based on computer traffic modeling and
research on traffic generation rates and likely distribution of traffic
volumes based on travel times and destinations (see Draft EIR Appendix C
and Appendix B of this document). The comment provides no technical
analysis to counter the conclusions of the Draft EIR.
Response 26-21: The commenter indicates a total ADT for Deerfield Drive under Option 1 in
the Draft EIR is not given and calculates 3,420 ADT using the noise analysis
numbers (1,080 ADT) added to the traffic analysis increase (2,340 ADT).
The commenter is referred to Response 26-5 regarding modifications to
the project design and re-evaluation of project traffic volumes on
Deerfield Drive (see also Appendix B of this document). A revised Traffic
Impact Analysis was prepared for the newly proposed Option A. In this
analysis, the total increase in peak-hour trips on Deerfield Drive from the
proposed project is estimate at 79 trips, plus an additional 17 “cut though”
trips to Donner Lake for a total of 96 peak hour trips. ADT calculated under
Option A along this segment of Deerfield Drive was estimated by applying
a factor of 10.15 to the peak hour volume increase generated from the
proposed project and 8.61 to the peak hour volume increase generated
from the “cut through” trips, which is consistent with the ADT factor
applied in the Truckee General Plan Traffic Study for other roadways in the
area. When multiplying the peak hour trips by the factors listed above
(10.15 x 79 and 8.61 x 17), Option A yields an increase of about 950 ADT to
Deerfield Drive. In addition, this segment of Deerfield Drive has an existing
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ADT of about 350 trips on a typical summer day. When added together
(950 + 350), the ADT on this segment of Deerfield Drive under Option A
would be approximately 1,300 average daily trips.
Response 26-22: The commenter references the proposed 20-foot landscape buffer
between the Village Green Residential zoning district and the Caltrans
property, and indicates that while this may provide a visual screen, it will
not block dust from prevailing winds and noise coming from the Caltrans
property.
Operations from the Caltrans property south of the project site are part of
the existing environmental conditions and are associated with the
impacts of the proposed project. However, Caltrans operations are
temporary (as part of current roadway improvements to Interstate 80). The
Draft EIR did not identify any significant noise issues associated with the
Caltrans property based on noise studies of the project site.
Response 26-23: The commenter states that property values on Deerfield Drive would
decrease under Option 1.
This comment is noted. Economic impacts are not considered physical
effects on the environment that subject to consideration under CEQA and
thus are not considered in the Draft EIR (CEQA Guidelines Section 15131).
Response 26-24: The commenter references travel times estimated in the Draft EIR and
suggests the use of I-80 should be encouraged rather than the use of local
roadways to reduce travel times and reduce the occurrence of
accidents. The commenter states that use of local roadways involves
more safety concerns such as cars backing out of driveways.
This comment is noted. Draft EIR Section 4.2, Traffic and Circulation, does
not identify any traffic operational issues or safety issues with vehicles
backing out from driveways associated with the connection to Deerfield
Drive. However, it does identify potential safety concerns on Draft EIR
pages 4.2-70 and -71 and identifies mitigation measures MM 4.2.10b
through d to address this impact.
Response 26-25: The commenter takes exception to the argument that the additional trips
resulting from a through roadway on Deerfield Drive under Option 1 in the
Draft EIR are justified because it allows for a local roadway connection in
the community. The commenter further references pages 53–54 of the
Traffic Impact Analysis in Appendix C of the Draft EIR and states that the
reduction in use of Donner Pass Road in 2030 under Option 1 is negligible
compared to Options 2, 3, and 4 which do not allow through traffic on
Deerfield Drive.
This comment is noted.
Response 26-26: The commenter states that allowing Deerfield Drive to be a through
roadway accommodating local road access between the project area
and SR 89 does not promote community togetherness, as it places an
undue burden on Deerfield Drive residents.
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This comment is noted. The Draft EIR does evaluate the physical
environmental effects of the connection to Deerfield Drive as an option of
the project and this Final EIR evaluates this environmental effect for
Option A associated with the modifications to the project design since
release of the Draft EIR.
Response 26-27: The commenter states that Option 1 will do nothing to enhance the
Deerfield Drive neighborhood and will lower the quality of life for these
residences.
This comment is noted.
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Letter 27 Charles & Lisa Smith; Ralph & Brenda Coronado
Response 27-1: The commenter does not support amending the Town of Truckee General
Plan by changing Deerfield Drive from a local road to a minor collector to
accommodate a larger volume of traffic associated with Option 1. The
commenter also states that Option 1 conflicts with General Plan policies
and further impacts the neighborhood which is already impacted by
noise. The comment supports one of the other options in the DEIR.
The commenter is referred to Section 3.2, Modifications to Project
Characteristics, of this document that identifies modification of the project
design since release of the Draft EIR. The now proposed Options A and B
consist of reduced development potential as compared to the originally
proposed Coldstream Specific Plan (see Figures 3.0-1 and 3.0-2). Both
options reduce the extent of development on the site. Option A would
retain the open roadway connection to Deerfield Drive, but would modify
the site design to provide a circuitous roadway system to discourage
vehicle trips that pass through the site to access Deerfield Drive and State
Route 89 south of Interstate 80. The reduced development intensity and
site design would reduce the average daily traffic one-way trips on
Deerfield Drive east of the project site to 950 trips (as compared to the
originally proposed Coldstream Specific Plan that would generate 2,340
trips). Option B would consist of an emergency-only access to Deerfield
Drive and the development of a neighborhood park at this location.
Noise impacts associated with the proposed Deerfield connection are
addressed on Draft EIR pages 4.3-25 and -26 and include the
implementation of mitigation measure MM 4.3.5 to reduce the increase in
traffic noise with the use of rubberized or open-gap asphalt.
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Letter 28 Eddi Tolentino
Response 28-1: The commenter states that opening Deerfield Drive to a through roadway
would change the character of the neighborhood, reduce front yards
with street widening, endanger pedestrians and bicyclists, create
additional noise, and reduce the quality of life for the residences.
The commenter is referred to Section 3.2, Modifications to Project
Characteristics, of this document that identifies modification of the project
design since release of the Draft EIR. The now proposed Options A and B
consist of reduced development potential as compared to the originally
proposed Coldstream Specific Plan (see Figures 3.0-1 and 3.0-2). Both
options reduce the extent of development on the site. Option A would
retain the open roadway connection to Deerfield Drive, but would modify
the site design to provide a circuitous roadway system to discourage
vehicle trips that pass through the site to access Deerfield Drive and State
Route 89 south of Interstate 80. The reduced development intensity and
site design would reduce the average daily traffic one-way trips on
Deerfield Drive east of the project site to 950 trips (as compared to the
originally proposed Coldstream Specific Plan that would generate 2,340
trips). Option B would consist of an emergency-only access to Deerfield
Drive and the development of a neighborhood park at this location.
Draft EIR Section 4.2, Traffic and Circulation, does not identify any traffic
operational issues associated with the connection to Deerfield Drive that
would require widening of the roadway. However, it does identify
potential safety concerns on Draft EIR pages 4.2-70 and -71 and identifies
mitigation measures MM 4.2.10b through d to address this impact.
Response 28-2: The commenter states that opening Deerfield Drive as a through roadway
is not a viable solution for access to the project area and requests that this
option be eliminated.
This comment is noted.
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Letter 29 Beth Christman, Truckee River Watershed Council
Response 29-1: The commenter references page 3.0-20 of the Draft EIR and states that
the Cold Creek Enhancement element of the proposed project should be
analyzed at a project level, not a programmatic level as discussed in the
Draft EIR. The commenter further states that Figure 3.0-7 on page 3.0-21 of
the Draft EIR references the creek enhancement project as “potential,”
and it should be a planned element of the project
The commenter is referred to Section 3.2, 3.3 and Appendix A of this
document that addresses the proposed restoration of Cold Creek. Section
3.3 identifies that the additional details on the proposed restoration do not
result in any new significant environmental impacts or a substantial
increase environmental impacts that were identified in the Draft EIR.
Response 29-2: The commenter states that the Cold Creek Enhancement element of the
proposed project will provide significant water quality, habitat, aesthetic,
and flood protection benefits. The commenter further states that the
proposed Cold Creek Enhancement, in combination with a similar
enhancement project conducted upstream by the California Department
of Parks and Recreation, will assist in significantly reducing sediment
loading into the Truckee River, which is listed as impaired for excess fine
sediment.
This comment is noted. The commenter is referred to Response 29-1.
Response 29-3: The commenter states that the Cold Creek Enhancement will increase
floodplain area along Cold Creek, improving riparian habitat and
reducing flood risk.
This comment is noted. The commenter is referred to Response 29-1.
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Letter 30 Allison Pedley, Truckee Trails Foundation
Response 30-1: The commenter states they are disappointed that the alignment of the
Truckee River Legacy Trail into Donner Memorial State Park had not yet
been determined in the Draft EIR, nor had ingress and egress studies been
conducted. The commenter asks that the alignment and ingress/egress
studies be completed and that the Truckee Trails Foundation be included
in trail alignment discussions.
Potential trail alignments and associated connections into Donner
Memorial State Park have been identified (see Figures 3.0-1 and 3.0-2).
However, the commenter is correct that the final trail alignment has not
been determined. Mitigation measure MM 4.11.3.2 on page 4.11-15 of the
Draft EIR requires that prior to finalization of exact trail alignments through
the project site and connection points to Donner Memorial State Park, the
project applicant shall coordinate with California Department of Parks
and Recreation staff and Town of Truckee staff to ensure compatibility of
trail alignment and compatibility of uses on the connected trails. This
mitigation measure ensures that trail alignments and connection points
will be properly determined.
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Letter 31 Jesse J. Yang, Taylor & Wiley
Response 31-1: The commenter states that regarding the proposed enhancements to the
onsite ponds, Cold Creek and Donner Creek, the Draft EIR analysis was
prepared at a programmatic level due to insufficient details; however, the
proposed restoration and management plan for the ponds and 25
percent construction drawings for the restoration plan for Cold Creek
were previously provided for consideration and should have been
analyzed on a project level. The commenter requests that the EIR be
revised to analyze the proposed restoration plan on a project level.
The commenter is referred to Sections 3.2 and 3.3 and Appendix A of this
document that addresses the proposed restoration of Cold Creek. Section
3.3 identifies that the additional details on the proposed restoration do not
result in any new significant environmental impacts or a substantial
increase environmental impacts that were identified in the Draft EIR.
Response 31-2: The commenter acknowledges that the Draft EIR assumed the proposed
project could result in a total of 486 dwelling units, consisting of 345
primary dwellings and 141 secondary dwellings. The commenter suggests
the assumption of 141 second dwelling units likely results in a gross
overestimation of this aspect of the project and requests that the Draft
EIR’s analysis be updated based on the assumption that a maximum of 75
second dwelling units would be constructed.
The commenter is referred to Section 3.2, Modifications to Project
Characteristics, of this document that identifies modification of the project
design since release of the Draft EIR. The now proposed Options A and B
consist of reduced development potential as compared to the originally
proposed Coldstream Specific Plan (see Figures 3.0-1 and 3.0-2). Both
options reduce the extent of development on the site. Option A would
retain the open roadway connection to Deerfield Drive, but would modify
the site design to provide a circuitous roadway system to discourage
vehicle trips that pass through the site to access Deerfield Drive and State
Route 89 south of Interstate 80. Option B would consist of an emergency-
only access to Deerfield Drive and the development of a neighborhood
park at this location. Section 3.3 and Appendix B of this document
provides an updated traffic impact analysis for Options A and B. This
analysis has determined that extent of traffic impacts would be reduced
and no new significant environmental impacts or an increased severity of
identified environmental impacts would occur beyond what was
evaluated in the Draft EIR.
The Draft EIR was prepared based upon a reasonable assumption of
allowable development under the Town of Truckee Development Code.
The newly proposed Options A and B considers both a maximum of 300
residential dwelling units and up to 75 secondary dwelling units which
could be constructed as part of the project.
Response 31-3: The commenter refers to an attachment to their letter containing
comments submitted by Fehr & Peers regarding Institute of Traffic
Engineers (ITE) trip generation rates, and requests that the Draft EIR’s
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assessment of impacts and mitigation be based on a maximum of 75
second dwelling units and locally valid trip generation rates used in the
Town of Truckee General Plan EIR and documented in the TransCAD
Model Calibration Memorandum prepared by LSC Consultants dated
April 20, 2006.
Appendix B contains an updated traffic impact analysis prepared by LSC
in response to changes to the project since release of the Draft EIR as well
as consideration of traffic analysis assumptions.
Response 31-4: The commenter requests that the EIR be augmented to include an
alternative to the proposed project that would allow for a maximum of
300 dwelling units, including a maximum of an additional 75 secondary
dwelling units, and 30,000 square feet of commercial uses. The
commenter further requests that this alternative be analyzed using the
locally valid trip generation rates used in the Town of Truckee General
Plan EIR and ITE trip generation rates.
The commenter is referred to Responses 33-2.
Response 31-5: The commenter refers to the first paragraph on page 1.0-1 in Section 1.0,
Introduction, Subsection 1.2 of the Draft EIR and requests that the EIR be
revised to provide a project-level analysis of the proposed pond and
creek restoration.
The commenter is referred to Response 31-1.
Response 31-6: The commenter references the ministerial approvals included in the Draft
EIR on page 1.0-2 in Subsection 1.3 and states that the project is proposed
to be constructed in phases; therefore, the permits listed should be plural
instead of singular.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response 31-7: The commenter references the Hydrology and Water Quality heading for
Table 1.0-1 on page 1.0-9 and suggests Section 4.8 be referenced in the
“Response” column for comments that pertain to wetlands and waters of
the U.S. because some of the comments in this section pertain to
biological resources.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response 31-8: The commenter references two typographical errors in the Biological and
Natural Resources section on page 1.0-10 of Table 1.0-1 in the Draft EIR.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response 31-9: The commenter references the last paragraph on page 2.0-3 of the Draft
EIR and points out that the commenter’s name is misspelled.
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The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response 31-10: The commenter references mitigation measure MM 4.2.2a in Table 2.0-1
on page 2.0-8 of the Draft EIR. The commenter also refers to comments
provided by Fehr & Peers on behalf of the commenter and a subsequent
comment regarding mitigation measure MM 4.2.2a on pages 4.2-57 and
-58 of the Draft EIR.
The commenter is referred to Response 31-44.
Response 31-11: The commenter references mitigation measure MM 4.2.2b in Table 2.0-1
on pages 2.0-11 to -13 of the Draft EIR, and refers to comments provided
by Fehr & Peers on behalf of the commenter and a subsequent comment
regarding mitigation measure MM 4.2.2b on pages 4.2-58 and -59 of the
Draft EIR.
The commenter is referred to Response 31-45.
Response 31-12: The commenter references mitigation measure MM 4.2.2c in Table 2.0-1
on page 2.0-13 of the Draft EIR, and refers to comments provided by Fehr
& Peers on behalf of the commenter and a subsequent comment
regarding mitigation measure MM 4.2.2c on page 4.2-59 of the Draft EIR.
The commenter is referred to Response 31-46.
Response 31-13: The commenter references mitigation measure MM 4.2.3a in Table 2.0-1
on page 2.0-14 of the Draft EIR and refers to subsequent comments
regarding mitigation measure MM 4.2.3a on page 4.2-65 of the Draft EIR.
The commenter is referred to Response 31-47.
Response 31-14: The commenter references mitigation measure MM 4.2.10c in Table 2.0-1
on page 2.0-16 of the Draft EIR and refers to subsequent comments
regarding mitigation measure MM 4.2.10c on page 4.2-71 of the Draft EIR.
The commenter is referred to Response 31-49.
Response 31-15: The commenter references mitigation measure MM 4.7.2b in Table 2.0-1
on page 2.0-40 of the Draft EIR and refers to subsequent comments
regarding mitigation measure MM 4.7.2b on pages 4.7-33 of the Draft EIR.
The commenter is referred to Response 31-63.
Response 31-16: The commenter references mitigation measure MM 4.7.5c in Table 2.0-1
on page 2.0-46 of the Draft EIR and requests that the timing and
implementation of this mitigation measure be changed from “prior to
approval of tentative maps” to “prior to approval of final maps” to better
reflect actual site elevation and lot configuration after grading.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
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Response 31-17: The commenter references mitigation measure MM 4.7.5d in Table 2.0-1
on page 2.0-46 of the Draft EIR and requests that the timing and
implementation of this mitigation measure be changed from “prior to
approval of tentative maps” to “prior to approval of final maps” to better
reflect actual site elevation and lot configuration after grading.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response 31-18: The commenter references a typographical error in mitigation measure
MM 4.8.1a on page 2.0-47 of Table 2.0-1 in the Draft EIR.
The indicated text was revised in the PRDEIR. The reader is referred to
pages 2.0-2 and 4.8-53 of the PRDEIR.
Response 31-19: The commenter references mitigation measure MM 4.8.7b in Table 2.0-1
on page 2.0-60 of the Draft EIR and refers to subsequent comments
regarding mitigation measure MM 4.8.7b on page 4.8-73 of the Draft EIR.
The commenter is referred to Response 31-73.
Response 31-20: The commenter references mitigation measure MM 4.14.1 in Table 2.0-1 on
page 2.0-70 of the Draft EIR and refers to subsequent comments regarding
mitigation measure MM 4.14.1 on pages 4.14-17 and -18 of the Draft EIR.
The commenter is referred to Response 31-93.
Response 31-21: The commenter references Figure 3.0-3 on page 3.0-7 of the Draft EIR and
requests the figure be updated to reflect the fact that Madigan’s
Restaurant was demolished in 2009 and no longer exists.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response 31-22: The commenter references the third paragraph on page 3.0-19 of the
Draft EIR and indicates the statement “While secondary units are allowed
per code, none are proposed as part of the project” conflicts with the
Draft EIR’s assumption that up to 141 secondary dwelling units could be
constructed as part of the project.
The commenter is referred to Response 33-2. The Draft EIR was prepared
based upon a reasonable assumption of allowable development under
the Town of Truckee Development Code. The newly proposed Options A
and B considers both a maximum of 300 residential dwelling units and up
to 75 secondary dwelling units which could be constructed as part of the
project.
Response 31-23: The commenter references text under the Improved Commercial
Interface subheading on page 3.0-20 of the Draft EIR and suggests
language be added indicating the project applicant acquired the
property that formerly housed Madigan’s Restaurant and demolished the
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vacant building in an effort to improve the viability of the proposed
commercial uses.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response 31-24: The commenter states that restoration and enhancement work proposed
as part of the project will be limited to work within the project boundaries
and requests the fifth bullet under the subheading Enhancements to Pond
Areas, Cold Creek, and Donner Creek on page 3.0-20 be eliminated.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response 31-25: The commenter references the last paragraph on page 3.0-20 and the
first paragraph on page 3.0-27 of the Draft EIR regarding enhancements
to the ponds, Cold Creek, and Donner Creek. The commenter requests
that the restoration and enhancement plans associated with the onsite
ponds, Cold Creek, and Donner Creek be analyzed at a project level. The
commenter states that information was previously provided to permit such
analysis. The commenter further states that the Draft EIR should include
reference to the proposed pedestrian bridge crossing of Cold Creek
located north of the vehicular bridge.
The commenter is referred to Responses 33-1, F-4 and F-5. In addition, the
indicated text in the Draft EIR has been revised. The reader is referred to
Section 4.0, Minor Revisions to the EIR.
Response 31-26: The commenter references Figure 3.0-7 on page 3.0-27 of the Draft EIR
regarding buffer areas for the project and suggests inserting and
referencing Figure 3-23 from the Coldstream Specific Plan to better depict
proposed buffer areas.
Figure 3-23 from the Coldstream Specific Plan is included in Section 4.1,
Land Use, of the Draft EIR as Figure 4.1-4 and was used to analyze the
project’s proposed buffer areas.
Response 31-27: The commenter references pages 3.0-27 to -28 of the Draft EIR regarding
Option 1 and the connection to Deerfield Drive, and asks that sidewalk
construction on the south side of the roadway only be confirmed.
The analysis contained within the Draft EIR evaluated construction of a
sidewalk on the south side of Deerfield Drive only and not on the north
side of this roadway.
Response 31-28: The commenter references Figure 3.0-16 and the discussion in the Draft EIR
on page 3.0-40 regarding a Class I Bicycle Trail or Path, indicates these
improvements were not proposed by the project applicant, and suggests
a note be added that construction of offsite segments of these trail and
path improvements will be the responsibility of the Town of Truckee or by a
third party.
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While it is acknowledged that the Town of Truckee would be involved with
the construction of off-site trail segments within public right-of-way, the
trail improvements are a component of the project and would involve the
project applicant.
Response 31-29: The commenter references page 3.0-40 of the Draft EIR regarding
recreational trials and requests the width of proposed recreational trails
be listed as 2 to 8 feet, not 4 to 8 feet.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response 31-30: The commenter references page 3.0-49 of the Draft EIR regarding soil
import and requests an update to this discussion indicating fill material
from the adjacent State Parks property would be imported to the project
site as part of the Cold Creek restoration and enhancement work on the
State Parks property. The commenter further requests that the second to
last sentence of this discussion be revised to note that imported fill
material would be placed at various locations throughout the project
area, not solely in the Lakeside Residential and Forest Residential areas.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR. The commenter is also referred to
Response F-8.
Response 31-31: The commenter states that the fifth reference on page 3.0-57 of the Draft
EIR should refer to Kenkay Associates, not Kenkay Association.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response 31-32: The commenter references buildout assumptions under the Coldstream
Specific Plan on pages 4.0-2 and -3 of the Draft EIR and requests that the
EIR be revised to analyze a maximum of 75 secondary dwelling units
The commenter is referred to Responses 31-2.
Response 31-33: The commenter references the second paragraph under the General
Assumptions heading on page 4.0-3 of the Draft EIR and indicates the
statement regarding secondary units not being proposed as part of the
project conflicts with the Draft EIR’s assumption that up to 141 secondary
dwelling units could be constructed.
While secondary dwelling units are not specifically proposed in the
Coldstream Specific Plan’s Section 1.4 Project Description, as stated in the
Draft EIR, secondary units are allowed per the Town of Truckee
Development Code and therefore a reasonable assumption was made
that up to 141 secondary dwelling units could be developed as part of
the proposed project. This information was considered in the technical
analyses prepared for the Draft EIR. Since release of the Draft EIR, the
project applicant has proposed two revised project alternatives (Options
A and B), both of which include up to 75 secondary dwelling units.
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Response 31-34: The commenter references the third paragraph under General
Assumptions on page 4.0-3 of the Draft EIR and requests that the
discussion reflect that soils material from the adjacent State Parks property
would also be imported to the project site as part of the Cold Creek
restoration and enhancement work occurring on the State Parks property.
The commenter further references an exhibit from State Parks depicting
the stockpile location for material to be exported.
The commenter is referred to Response F-8 and 31-30. The indicated text in
the Draft EIR has been revised. The reader is referred to Section 4.0, Minor
Revisions to the EIR.
Response 31-35: The commenter references the second paragraph under the Surrounding
Land Uses heading on page 4.1-2 of the Draft EIR and requests that
information regarding the most recent list of proposed State Park closures
be reflected.
According to a news release from the California Department of Parks and
Recreation dated May 13, 2011, Donner Memorial State Park is not listed
as a State Park to be closed in order to meet the State’s 2011/12–2012/13
General Fund reductions. No changes to the Draft EIR are required.
Response 31-36: The commenter references Figure 4.1-2 on page 4.1-5 of the Draft EIR and
indicates that this figure is missing the northern portion of the project site.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response 31-37: The commenter references the third paragraph under the Planned
Community 1 subheading on page 4.1-9 of the Draft EIR and indicates
that the reference to 50 acres of developable area is incorrect and
should be revised to reflect 70 acres as shown in Table 4.1-1 on page
4.1-9.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response 31-38: The commenter references mitigation measure MM 4.1.3 on pages 4.1-21
and -22 of the Draft EIR and states that Donner Memorial State Park is
incorrectly referenced twice in this mitigation measure, that the timing of
providing a gated access point to the State Parks property should be prior
to approval of a final subdivision map for the Lakeside Residential area,
and that the provision of an access point will require that State Parks
provide indemnification and insurance requirements to the satisfaction of
the property owner.
The commenter is referred to Section 4.0, Minor Revisions to the EIR,
associated with changes to this mitigation measure to address this issue as
well as modifications in the project design since release of the Draft EIR.
Indemnification and insurance requirements are not a State CEQA
Guidelines related issue and are therefore not included in this mitigation
measure.
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Response 31-39: The commenter refers to an attachment to their letter containing
comments submitted by Fehr & Peers regarding Institute of Traffic
Engineers (ITE) trip generation rates, indicates that the Draft EIR likely
overestimated the project’s trip generation, and requests that the Draft
EIR’s assessment of impacts and mitigation be based on a maximum of 75
second dwelling units and locally valid trip generation rates used in the
Town of Truckee General Plan EIR and documented in TransCAD Model
Calibration Memorandum prepared by LSC Consultants dated April 20,
2006.
The commenter is referred to Response 31-3 and Appendix B.
Response 31-40: The commenter references the discussion under Deerfield Drive on page
4.2-5 of the Draft EIR and requests that peak hour two-way volume of 110
and peak hour peak direction volume of 60 be revised to reflect the
traffic volumes in Table 4.2-1 on page 4.2-7.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response 31-41: The commenter references the second paragraph on page 4.2-27 of the
Draft EIR and requests that the discussion of Options 1 through 4 should
also refer to Figures 3.0-11 through 3.0-14 of the Draft EIR.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR. It should be noted that Options 1
through 4 are no longer under consideration as project components.
Response 31-42: The commenter references the discussion under the Trip Generation
subheading on pages 4.2-27 to -28 of the Draft EIR and refers to an
attachment to their letter containing comments submitted by Fehr & Peers
regarding trip generation rates and land use assumptions used in the Draft
EIR. The commenter expresses concern that using 141 secondary dwelling
units occupied by a full-time resident exaggerates the project’s traffic
impacts and fair-share responsibility for traffic mitigation.
The commenter is referred to Responses 31-2.
Response 31-43: The commenter expresses concern with the Draft EIR’s use of full ITE
generation rates. The commenter indicates that more valid locally
collected trip generation rates are available as contained in the Town of
Truckee General Plan EIR and states that use of ITE rates in this
circumstance appears to be inconsistent with the best practices
recommended by ITE.
The commenter is referred to Response 31-3.
Response 31-44: The commenter refers to mitigation measure MM 4.2.2a on pages 4.2-57
and -58 of the Draft EIR and refers to comments attached to their letter
from Fehr & Peers. The commenter indicates that Table 4.2-13 of the Draft
EIR shows the SR 89 South/Donner Pass Road/Frates Lane intersection
would operate at LOS E with or without the project, the project would not
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contribute more that a 5 percent increase to traffic volume at this
intersection per the threshold of significance listed on page 4.2-25, and
the project impact to this intersection should be deemed less that
significant. The commenter further states that no mitigation should be
required at this intersection and that since the Notice of Preparation was
issued, the improvements identified in mitigation measure MM 4.2.2a have
since been constructed.
With or without the newly proposed Options A and B, the SR 89/Donner
Pass Road/Frates Lane intersection is forecast to exceed the LOS threshold
for 2010 and 2030 summer peak hour conditions. The signal Improvements
and roundabout improvement options (see mitigation measure MM
4.2.2a) to mitigate this impact would provide acceptable LOS conditions.
The signal improvements were installed subsequent to 2010. However, the
proposed project contributes to this level of service impact and therefore
is responsible for its fair share cost of short term signal improvements and
long term roundabout improvements. The proposed project’s fair share
percentage of the costs for these improvements is calculated in the
revised traffic impact analysis provided in Appendix B of this document.
Response 31-45: The commenter refers to mitigation measure MM 4.2.2b on pages 4.2-58
to -59 of the Draft EIR and refers to comments attached to their letter from
Fehr & Peers. The commenter believes that under Option 1 there would be
no existing-plus-project impact to the I-80 Westbound Ramps/Donner Pass
Road intersection and opines that mitigation measures MM 4.2.2b should
be revised to clarify that the proposed roundabout does not apply to
Option 1.
While the commenter is correct in stating that the LOS threshold in the
2010 summer PM peak hour would not be exceeded under the newly
proposed Option A, the referenced mitigation measure would still be
required in year 2030. In this instance, the proposed project contributes to
total future growth in summer PM hour traffic at this intersection between
2010 and 2030. In addition, according to Table CIR-6 in the Town of
Truckee 2025 General Plan Circulation Element, the proposed project
would meet the criteria for an allowable development so long as it
constructs this improvement. Therefore, the proposed project is being
required to construct this improvement and pay the applicable Town of
Truckee traffic impact fees. The project would then be reimbursed its fair
share portion of the improvements over time from future development
pursuant to Town standards.
Response 31-46: The commenter refers to mitigation measure MM 4.2.2c on page 4.2-59 of
the Draft EIR regarding the requirement for construction of a roundabout
at the I-80 Eastbound Ramps/Donner Pass Road/Coldstream Road
intersection. The commenter further states that this intersection already
operates at LOS F under the 2010 no project conditions and that this
deficiency should be clearly noted in the EIR. The commenter
recommends impacts at this intersection be evaluated in accordance
with the LOS thresholds in the Highway Capacity Manual for signalized
intersections and the analysis be included in the EIR.
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The commenter is correct in stating that there is an existing deficiency
under the 2010 no project condition at the I-80 Eastbound Ramps/Donner
Pass Road/Coldstream Road intersection. As stated under Impact 4.2.2 on
page 4.2-56 of the Draft EIR, the I-80 Eastbound Ramps/Coldstream Road/
Donner Pass Road intersection exceeds the Town’s LOS thresholds under
2010 without project conditions. This condition is also shown in Table 4.2-13
on page 4.2-48. Evaluating the impacts at this intersection using the
Highway Capacity Manual’s LOS thresholds for signalized intersections is
not appropriate, as this intersection is currently stop-controlled, not
signalized. Under existing plus project and future plus project conditions
with the roundabout, and applying signalized intersection LOS thresholds,
the intersection was found to operate at an acceptable level of service.
Response 31-47: The commenter refers to mitigation measure MM 4.2.3a on page 4.2-65 of
the Draft EIR and requests that more detail be provided regarding the
nature and scope of proposed improvements related to the southbound
left turn lane and increasing the capacity of the existing Coldstream Road
Bridge.
Under the newly proposed Option B, the revised traffic impact analysis
(see Appendix B of this document) determined that the increase in traffic
under this option would result in exceeding the available storage length
by 5 feet during peak periods on Cold Stream Road. Based on this analysis
at the Cold Stream Road/Deerfield Drive intersection, mitigation measure
MM 4.2.3a is still required, but has been modified given the reduced
extent of the impact (see Section 4.0 for revisions to this mitigation
measure.
Response 31-48: The commenter refers to Impact 4.2.5 on page 4.2-66 of the Draft EIR
pertaining to the significant and unavoidable impact related to conflicts
with existing goals and policies of the Town of Truckee General Plan
Circulation Element Policy 2.4 and Goal CIR-4. The commenter disagrees
with the Draft EIR’s conclusion that Options 2, 3, and 4 would create a
development that is not integrated into the circulation network due to not
allowing open roadway access between the project and the adjoining
Deerfield Drive neighborhood. The commenter cites other guidance in
Circulation Element Policy 2.4 and Goal CIR-4, believes the four roadway
options are consistent with the Circulation Element with respect to the
connection with Deerfield Drive, and states that the Draft EIR’s conclusion
with respect to Impact 4.2.5 should be revised accordingly.
This interpretation of General Plan Circulation Element Policy 2.4 and Goal
CIR-4 is based on consultation with Town staff and is consistent with the
intent of these policies of interconnecting neighborhoods in the Town.
Response 31-49: The commenter refers to mitigation measure MM 4.2.10c on page 4.2-71
of the Draft EIR and seeks clarification regarding reference on page 4.3-22
to a potential sidewalk along the south side of Deerfield Drive and
whether this is the same sidewalk as that referred to in mitigation measure
MM 4.2.10c.
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The sidewalk on the south side of Deerfield Drive referenced in the
discussion under Impact 4.3.1 on page 4.3-22 of the Draft EIR is in fact the
same sidewalk as referenced in mitigation measure MM 4.2.10c, but has
removed as a result of project redesign. Section 4.3, Noise, of the Draft EIR
has been revised to reflect this clarification. The reader is referred to
Section 4.0, Minor Revisions to the EIR.
Response 31-50: The commenter refers to Table 4.3-9 on page 4.3-15 of the Draft EIR
related to the Option 1 traffic noise levels and states that under the
Deerfield Drive “To end of pavement” segment, the change in noise level
appears to be +5dBA, not +6dBA as listed in the Change column after
Existing and +Option 1 columns.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response 31-51: The commenter refers to Table 4.3-11 on page 4.3-17 of the Draft EIR
related to the Option 1 traffic noise levels and states that under the
Deerfield Drive “To end of pavement” segment, the change in noise level
appears to be +5dBA, not +6dBA as listed in the Change column after
2030 No Project and +Option 1 columns.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response 31-52: The commenter refers to the first and third paragraphs on page 4.3-19 of
the Draft EIR related to the Option 1 traffic noise levels in Tables 4.3-9 and
4.3-11, and states that under the Deerfield Drive “To end of pavement”
segment, the change in noise level appears to be +5dBA, not +6dBA as
stated in the summary discussion of the tables.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response 31-53: The commenter refers to Impact 4.3.2 on page 4.3-23 of the Draft EIR and
notes a typographical error (“temporarily” instead of “temporary”) in the
first sentence of the paragraph following the impact statement.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response 31-54: The commenter refers to Impact 4.3.3 on page 4.3-23 of the Draft EIR and
notes a typographical error (“with” instead of “within”) in the second
[actually third] sentence of the paragraph following the impact
statement.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response 31-55: The commenter refers to Impact 4.3.4 on page 4.3-24 of the Draft EIR and
states that in the first sentence of the impact statement heading, the
word “interior” should be replaced with “exterior.”
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The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response 31-56: The commenter refers to Impact 4.3.5 on page 4.3-25 of the Draft EIR and
states that under the Deerfield Drive “To end of pavement” segment, the
change in noise level appears to be +5dBA, not +6dBA as stated in the
first and second paragraphs of the impact statement.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response 31-57: The commenter refers to mitigation measure MM 4.3.5 on page 4.3-25 of
the Draft EIR and suggests that due to the timing of anticipated impacts
to Deerfield Drive under Option 1, should this option be selected, the
“Timing/Implementation” component should be prior to occupancy of
Phase II (not Phase I) to better correspond with the opening of the
roadway should this occur.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response 31-58: The commenter refers to Impact 4.3.9 on pages 4.3-28 and -29 of the Draft
EIR and states that under the Deerfield Drive “To end of pavement”
segment, the change in noise level appears to be +5dBA, not +6dBA as
stated in the third and fifth paragraphs following the impact statement.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response 31-59: The commenter refers to Table 4.4-6 on page 4.4-14 of the Draft EIR and
requests that the analysis of the project’s impacts be redone based on
the assumption that a maximum of 75 secondary dwelling units would be
constructed on the project site.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR. However, the construction air
quality impact analysis was based on the extent of ground disturbance at
a given period of time and is not associated with the number of residential
units assumed to be developed. Thus, no changes to the air quality
modeling of construction emissions are needed.
Response 31-60: The commenter references mitigation measure MM 4.4.1b on pages
4.4-18 to -19 of the Draft EIR and requests that the measure be revised to
require the stated 20 percent NOx reduction and 40 percent particulate
reduction to be based on a comparison to the current (2011) fleet
average, not compared to the most recent CARB fleet average at the
time of construction as stated in the measure.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
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Response 31-61: The commenter references Section 4.7, Hydrology and Water Quality, of
the Draft EIR and states that the benefits of the pond and creek
restoration and enhancement work proposed as part of the project are
not addressed in this chapter.
This comment is noted. It is expected that upon completion of proposed
restoration, Cold Creek habitat, flood capacity and current sediment
load will improve from existing conditions.
Response 31-62: The commenter references Impact 4.7.1 on page 4.7-28 of the Draft EIR
and requests that the EIR be revised to provide a project-level analysis of
proposed pond and creek restoration. The commenter indicates that the
project applicant has provided information to permit such analysis.
The commenter is referred to Responses 31-1.
Response 31-63: The commenter references mitigation measure MM 4.7.2b on page 4.7-33
of the Draft EIR and requests that the measure be amended to allow
discharge into detention/retention ponds and a storm drain system
required under mitigation measure MM 4.7.2a where feasible to
potentially reduce water quality impacts to onsite ponds.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response 31-64: The commenter references mitigation measure MM 4.7.5c on page 4.7-40
of the Draft EIR and requests that the timing and implementation of this
measure be changed from “prior to approval of tentative maps” to “prior
to approval of final maps” to better reflect actual site elevation and lot
configuration after grading.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response 31-65: The commenter references mitigation measure MM 4.7.5d on page 4.7-40
of the Draft EIR and requests that the timing and implementation of this
measure be changed from “prior to approval of tentative maps” to “prior
to approval of final maps” to better reflect actual site elevation and lot
configuration after grading.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response 31-66: The commenter references Section 4.8, Biological and Natural Resources,
of the Draft EIR and suggests that this chapter cover the benefits of the
pond and creek restoration and enhancement work, including net
increase in riparian and wetland habitat associated with pond fringe and
creek restoration and enhancement work.
The purpose of an EIR is to disclose the potential physical environmental
effects of the proposed project pursuant to CEQA. However, it is
acknowledged that with completion of the proposed restoration and
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enhancement work, riparian and wetland habitat conditions will be
improved.
Response 31-67: The commenter references the last paragraph on page 4.8-34 and
suggests inserting “willow flycatchers” between “but” and “are unlikely” to
clarify that willow flycatchers are unlikely to occur adjacent to the
roadway.
The indicated text was revised in the PRDEIR. The reader is referred to
page 4.8-34 of the PRDEIR.
Response 31-68: The commenter references the discussion under the Lahontan Cutthroat
Trout subheading on page 4.8-46 and suggests that the third sentence be
revised to clarify that the proposed extension of the bridge over Donner
Creek at Coldstream Road is only proposed with Option 4.
The indicated text was revised in the PRDEIR. The reader is referred to
page 4.8-46 of the PRDEIR.
Response 31-69: The commenter references mitigation measure MM 4.8.1a on page 4.8-53
of the Draft EIR and indicates that there is a typographical error in the first
sentence regarding ground-disturbing activities and vegetation removal
scheduled to occur “within” (not “with”) two years of the currently valid
rare plant surveys.
The indicated text was revised in the PRDEIR. The reader is referred to
page 4.8-53 of the PRDEIR.
Response 31-70: The commenter references Figure 4.8-11 on page 4.8-57 of the Draft EIR
and requests that the figure be revised to include Area 2, as the figure
currently shows two locations as Area 1.
The indicated figure was revised in the PRDEIR. The reader is referred to
Figure 4.8-11 on page 4.8-57 of the PRDEIR.
Response 31-71: The commenter references the second paragraph on page 4.8-65 of the
Draft EIR and requests that the 100-year floodplain area for the pond be
revised from 250 feet to 25 feet, as stated in the Coldstream Specific Plan.
The indicated text was revised in the PRDEIR. The reader is referred to
page 4.8-65 of the PRDEIR.
Response 31-72: The commenter references mitigation measure MM 4.8.4 on page 4.8-68
of the Draft EIR and indicates that there is a typographical error in number
2 of this measure, which should refer to a Section 401 waiver “or”
certification, not waiver “of” certification.
The indicated text was revised in the PRDEIR. The reader is referred to
page 4.8-68 of the PRDEIR.
Response 31-73: The commenter references mitigation measure MM 4.8.7b on page 4.8-73
of the Draft EIR regarding replacement of black cottonwood trees
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proposed for removal and states there is no regulatory basis for this
measure. The commenter further states that black cottonwood is not a
special-status plant species afforded protection under state or federal
law, and the significance of Impact 4.8.7 should be changed to less than
significant and this measure should be deleted.
Draft EIR page 4.8-72 identifies that General Plan Community Character
Policy 2.10 identifies the need to consider the preservation of trees and
native vegetation. Thus, mitigation measure MM 4.8.7b is intended to
address this policy provision in the General Plan.
Response 31-74: The commenter refers to the discussion under the Visual Character of
Adjacent Land Uses subheading on page 4.10-1 of the Draft EIR and
states that the text should be revised to note that newer attached
residential units are also located in the Boulders neighborhood.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response 31-75: The commenter references Table 4.10-1 on page 4.10-16 of the Draft EIR
and indicates that the table should be revised to be consistent with the
Coldstream Specific Plan, which lists the height limit in the VGR district as
35 feet or three stories, whichever is less.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response 31-76: The commenter references the third paragraph on page 4.10-26 and
notes the existing Holiday Inn Express is three stories, not two stories.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response 31-77: The commenter references the second paragraph under the
Methodology subheading on page 4.11-5 of Section 4.11, Community
Services, in the Draft EIR and indicates that the statement regarding no
secondary units being proposed as part of the Coldstream Specific Plan
conflicts with the Draft EIR’s assumptions that up to 141 secondary
dwelling units could be constructed as part of the project.
The commenter is referred to Response 31-33.
Response 31-78: The commenter references the last paragraph under the Town of Truckee
Police Department discussion on page 4.11-7 of the Draft EIR and
indicates that there is a typographical error in the first sentence, which
should state the CHP provides “police protection,” not “policy
protection.”
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
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Response 31-79: The commenter references the first paragraph on page 4.11-9 of the Draft
EIR and states that they have the same comment as their previous
comment regarding the Methodology subheading on page 4.11-5 of
Section 4.11, Community Services, pertaining to the EIR’s assumptions on
secondary dwelling units.
The commenter is referred to Response 31-33.
Response 31-80: The commenter references the second paragraph under the
Methodology subheading on page 4.11-13 of the Draft EIR and states that
they have the same comment as their previous comment regarding the
Methodology subheading on page 4.11-5 of Section 4.11, Community
Services, pertaining to the EIR’s assumptions on secondary dwelling units.
The commenter is referred to Response 31-33.
Response 31-81: The commenter references the third paragraph on page 4.11-14 of the
Draft EIR and indicates that since release of the Draft EIR, public outreach
and coordination with the TDRPD has occurred, resulting in the likelihood
that the project will include some dedication of parkland to meet its
Quimby Act obligations. The commenter further requests that the
reference to payment of fees for compliance with Quimby Act obligations
also include the potential for parkland dedication.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response 31-82: The commenter references the second paragraph under the
Methodology subheading on page 4.11-19 of the Draft EIR and states they
have the same comment as their previous comment regarding the
Methodology subheading on page 4.11-5 in Section 4.11, Community
Services, pertaining to the EIR’s assumptions on secondary dwelling units.
The commenter is referred to Response 31-33.
Response 31-83: The commenter references the first paragraph on page 4.11-20 of the
Draft EIR and indicates that there is a typographical error in the fourth
sentence, which should state “purpose of funding,” not “purpose or
funding.”
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response 31-84: The commenter references the second paragraph under the
Methodology subheading on page 4.12-7 of Section 4.12, Utilities and
Service Systems, in the Draft EIR and indicates that the statement
regarding no secondary units being proposed as part of the Coldstream
Specific Plan conflicts with the Draft EIR’s assumptions that up to 141
secondary dwelling units could be constructed as part of the project.
The commenter is referred to Response 31-33.
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Response 31-85: The commenter references the second paragraph on page 4.12-8 of the
Draft EIR and indicates there would likely be some limited use of water
associated with recreation and open space properties for irrigation, dust
suppression, restoration, and maintenance activities, etc. The commenter
recommends that an appropriate water demand factor be applied to
these properties with pond acreage of the open space zone netted out.
Currently there are details within the Specific Plan regarding the type of
uses in the recreation and open space areas that a reliable irrigation
factor could be applied. Any estimation of such water demand would be
speculative. Given the limited amount of recreation land area proposed
and proposed retention of much of the open space area in its current
condition, the additional water demand is expected to be minor in
relation to the overall project water demands identified on Draft EIR page
4.12-8.
Response 31-86: The commenter references the seventh paragraph on page 4.12-8 of the
Draft EIR and states that the minimum fire flow requirements quoted (1,000
gallons per minute [gpm] for residential uses and 1,500 gpm for
commercial uses) are inconsistent with the minimum requirements
outlined on page 4.11-3 of the Draft EIR.
Pursuant to a letter received from Bob Bena (DCFM) of the Truckee Fire
Protection District dated July 8, 2009, regarding the Coldstream Specific
Plan, residential areas shall have a minimum fire flow of 1,500 gpm for
residential areas and 2,500 gpm for commercial areas. The information on
page 4.12-8 of the Draft EIR will be revised to reflect these requirements.
The reader is referred to Section 4.0, Minor Revisions to the EIR.
Response 31-87: The commenter references the second paragraph under the
Methodology subheading on page 4.12-15 of the Draft EIR and states that
they have the same comment as their previous comment regarding the
Methodology subheading on page 4.12-7 in Section 4.12, Utilities and
Service Systems, pertaining to the EIR’s assumptions on secondary
dwelling units.
The commenter is referred to Response 31-33.
Response 31-88: The commenter references the second paragraph under the
Methodology subheading on page 4.12-21 of the Draft EIR and states that
they have the same comment as their previous comment regarding the
Methodology subheading on page 4.12-7 in Section 4.12, Utilities and
Service Systems, pertaining to the EIR’s assumptions on secondary
dwelling units.
The commenter is referred to Response 31-33.
Response 31-89: The commenter references the first paragraph under the Methodology
subheading on page 4.12-26 of the Draft EIR and states that they have
the same comment as their previous comment regarding the
Methodology subheading on page 4.12-7 in Section 4.12, Utilities and
Town of Truckee Coldstream Specific Plan
March 2014 Final Environmental Impact Report
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3.0 EVALUATION OF PROJECT MODIFICATIONS AND EIR COMMENTS AND RESPONSES
Service Systems, pertaining to the EIR’s assumptions on secondary
dwelling units.
The commenter is referred to Response 31-33.
Response 31-90: The commenter references the discussion under the Ownership
Affordability subheading on page 4.13-5 in Section 4.13, Population,
Housing, and Socioeconomics, of the Draft EIR and states that the first
sentence regarding median housing prices in Truckee being shown on
Table 4.13-6 is not correct. Rather, Table 4.13-16 provides affordable rent
and purchase price income by category in Nevada County.
The commenter’s comment is not clear as there is no Table 4.13-16 in the
Draft EIR. As shown in the Draft EIR, Table 4.13-6 provides information on
affordable rent and purchase price by income category for Nevada
County. As stated in the discussion under the Housing Costs and Rents
subheading on page 4.13-4 of the Draft EIR, the median sales price for
housing in Truckee was $469,500. This price exceeds the affordability
range for all income categories except above moderate-income
households as defined in Table 4.13-6. The text in the Draft EIR has been
revised to remove the reference to Table 4.13-6 under the Ownership
Affordability discussion on page 4.13-5. The reader is referred to Section
4.0, Minor Revisions to the EIR.
Response 31-91: The commenter references the second paragraph under Impact 4.13.1 on
page 4.13-14 in the Draft EIR and indicates that the statement regarding
no secondary units being proposed as part of the Coldstream Specific
Plan conflicts with the Draft EIR’s assumptions that up to 141 secondary
dwelling units could be constructed as part of the project.
The commenter is referred to Response 31-33.
Response 31-92: The commenter references the second paragraph under Impact 4.13.2 on
page 4.13-15 of the Draft EIR and states that there is currently only one
residence on the project site, not a “few” as indicated in the discussion.
The commenter acknowledges the existence of another residence in the
area, but states it is located on the parcel that is shown as not a part of
this project in Figure 3.0-2. The comment further states that the location of
the residence is inaccurately described as the “unpaved portion of
Deerfield Drive” and offers suggested language revisions to this
paragraph.
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response 31-93: The commenter references mitigation measure MM 4.14.1 in Section 4.14,
Greenhouse Gases and Climate Change, on page 4.14-17 of the Draft
EIR. The comment states that they are unclear as to whether this measure
requires a minimum 15 percent reduction in current Title 24, Part 6
standards or from future energy efficiency standards that are in effect at
the time of building permit issuance. The commenter further suggests
revised language for the measure to provide clarification.
Coldstream Specific Plan Town of Truckee
Final Environmental Impact Report March 2014
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3.0 EVALUATION OF PROJECT MODIFICATIONS AND EIR COMMENTS AND RESPONSES
The indicated text in the Draft EIR has been revised. The reader is referred
to Section 4.0, Minor Revisions to the EIR.
Response 31-94: The commenter makes reference to Section 6.0, Alternatives to the
Project, in the Draft EIR and to their general comment contained in their
comment letter related to an additional alternative. The commenter
requests that the EIR be augmented to include an alternative to the
proposed project that would allow for a maximum of 300 dwelling units,
including a maximum of an additional 75 secondary dwelling units, and
30,000 square feet of commercial uses. The commenter further requests
that this alternative be analyzed using the locally valid trip generation
rates used in the Town of Truckee General Plan EIR and ITE trip generation
rates.
The commenter is referred to Response 31-2.
Response 31-95: The commenter includes a memorandum attached to the Taylor & Wiley
letter dated August 26, 2011, prepared by Chris Breiland and Alan Telford
of Fehr & Peers, and summarizes Fehr & Peers’ initial review of the
transportation analysis conducted as part of the Coldstream Project
(PC-1) EIR in support of transportation and circulation related comments
provided by Taylor & Wiley. The memorandum states the following:
• The technical analysis contained in the transportation section of
the EIR relies on some very conservative assumptions.
• The use of these assumptions makes the project impacts appear
much worse than they would be if the more accurate and locally
valid assumptions from the General Plan EIR analysis or the Town
TransCAD model were used.
• The Draft EIR should identify the Coldstream project as being held
to a much more rigorous standard than was assumed in the
General Plan EIR analysis, TransCAD model development, and AB
1600 Fee Program.
The memorandum further states that there should be no project-related
impacts to SR 89 South/Donner Pass Road based on the thresholds of
significance identified on page 4.2-25 of the Draft EIR (5 percent increase
in trip generation standard) and reiterated on page 4.2-56 of the Draft EIR.
The memorandum further states that Option 1 does not result in an existing
plus project (project-specific) impact at the I-80 Westbound
Ramps/Donner Pass Road intersection as noted on page 4.2-56 of the
Draft EIR, and therefore mitigation measure MM 4.2.2b related to the
upfront requirement to build the roundabout at this intersection is not
applicable and should be removed. The memo acknowledges
cumulative impacts at this intersection under Option 1 and the
requirement for the project to pay its fair share of traffic impact fees to
help fund the roundabout construction is warranted.
The commenter is referred to Response 31-44, 31-45, and the revised traffic
impact analysis provided in Appendix B of this document.
Town of Truckee Coldstream Specific Plan
March 2014 Final Environmental Impact Report
3.0-211
3.0 EVALUATION OF PROJECT MODIFICATIONS AND EIR COMMENTS AND RESPONSES
Response 31-96: The commenter includes an attachment to the Fehr & Peers
memorandum that is an additional memorandum prepared by LSC
Transportation Consultants dated April 20, 2006, documenting the
development of a computer-based transportation model for the Town of
Truckee (TransCAD) and presents an explanation of the development of
land use quantities used in the model.
The Draft EIR traffic analysis and the revised traffic analysis provided in
Appendix B of this document is consistent with the Town’s standards for
traffic impact analyses for projects.
Coldstream Specific Plan Town of Truckee
Final Environmental Impact Report March 2014
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3.0 EVALUATION OF PROJECT MODIFICATIONS AND EIR COMMENTS AND RESPONSES
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3.0 EVALUATION OF PROJECT MODIFICATIONS AND EIR COMMENTS AND RESPONSES
Letter 32 Douglas Creech
Response 32-1: The commenter asks that the Town consider alternative options 2, 3, and 4
rather than Option 1, as Option 1 does not comply with the 2025 General
Plan and it unnecessarily impacts existing and future Deerfield/Coldstream
residents.
The commenter is referred to Section 3.2, Modifications to Project
Characteristics, of this document that identifies modification of the project
design since release of the Draft EIR. The now proposed Options A and B
consist of reduced development potential as compared to the originally
proposed Coldstream Specific Plan (see Figures 3.0-1 and 3.0-2). Both
options reduce the extent of development on the site. Option A would
retain the open roadway connection to Deerfield Drive, but would modify
the site design to provide a circuitous roadway system to discourage
vehicle trips that pass through the site to access Deerfield Drive and State
Route 89 south of Interstate 80. The reduced development intensity and
site design would reduce the average daily traffic one-way trips on
Deerfield Drive east of the project site to 950 trips (as compared to the
originally proposed Coldstream Specific Plan that would generate 2,340
trips). Option B would consist of an emergency-only access to Deerfield
Drive and the development of a neighborhood park at this location.
The Draft EIR identified a significant and unavoidable impact regarding
General Plan Circulation Element consistency, but it was only found to be
significant and unavoidable for Options 2, 3, and 4 (see also the General
Plan consistency analysis provided in Appendix B of the Draft EIR). The
newly proposed Option B would also result in a significant and
unavoidable impact regarding General Plan Circulation Element
consistency, as this option does not provide a through roadway
connection to Deerfield Drive east of the project site. The physical effects
of connecting Deerfield Drive with the project site as a through roadway
have been analyzed in the various technical sections of the Draft EIR and
the revised Traffic Impact Analysis prepared for Options A and B, and no
new significant environmental effects were identified.
Response 32-2: The commenter asks that traffic from the proposed project not be placed
on Deerfield Drive.
This comment is noted. The commenter is referred to Response 32-1.
Coldstream Specific Plan Town of Truckee
Final Environmental Impact Report March 2014
3.0-214
4.0 MINOR
REVISIONS TO THE DRAFT EIR
4.0 MINOR REVISIONS TO THE EIR
4.1 INTRODUCTION
This section includes minor edits to the Draft EIR and Partially Revised Draft EIR. These
modifications resulted from responses to comments received during the Draft EIR and Partially
Revised Draft EIR public review periods as well as staff-initiated changes.
Revisions herein do not result in new significant environmental impacts and do not constitute
significant new information, nor do they alter the conclusions of the environmental analysis.
Changes are provided in revision marks (underline for new text and strikeout for deleted text).
4.2 MINOR CHANGES AND EDITS TO THE EIR
1.0 INTRODUCTION
The following text changes have been made to page 1.0-2, second paragraph, of the DEIR:
Town of Truckee Ministerial Approvals:
• Improvement Plans
• Grading permits
• Encroachment permits
• Occupancy permits
• Building permits
The following text changes have been made to pages 1.0-10 through -11 of the DEIR:
TABLE 1.0-1
NOP COMMENTS RECEIVED AND REFERENCES TO REPRESENTATIVE INFORMATION IN THIS EIR
Hydrology and Water Quality
Habitat buffers and building setbacks should be increased
beyond 50 feet along Cold Creek to allow for a wider stream
zone.
Impacts to Cold Creek from the proposed project are
discussed in Section 4.7, Hydrology and Water Quality.
Mitigation measures are incorporated where impacts to
the creeks and to the project uses are identified.
The proposed replacement of the Cold Creek Bridge should
be lengthened and an inset floodplain constructed and
vegetated to reduce flood and erosion hazards as well as to
improve habitat.
See above.
The proposed project should include a stormwater
management plan.
As stated in Section 4.7, Hydrology and Water Quality, a
stormwater pollution prevention plan is required prior to
site disturbance.
The water setback should be increased to 100 feet to
mitigate for flooding.
See above.
The watershed upstream of the project is “severely impaired
and is incapable of slowing runoff.” The resulting “severe
flood risk” should be addressed in the EIR.
Flooding impacts as a result of the existing condition of
Cold Creek and Donner Creek are addressed in Section
4.7, Hydrology and Water Quality. The existing drainage
condition of the two creeks was considered.
Town of Truckee Coldstream Specific Plan
March 2014 Final Environmental Impact Report
4.0-1
4.0 MINOR REVISIONS TO THE EIR
Impacts on streams, ponds, and wetlands should be
included in the study.
Impacts to these resources are addressed in both Section
4.7, Hydrology and Water Quality, and Section 4.8,
Biological and Natural Resources.
EIR should address potential impacts to the pond to the
southwest from increased ease of access, increased use of
recreational facilities, and potential hazards from future
residents.
Increased impacts on recreational resources are a required
consideration in EIRs (see Section 4.11, Community
Services). Additionally, see Section 4.7, Hydrology and
Water Quality, for a discussion of water quality impacts
on these ponds from the proposed project.
It should be determined whether the proposed project is
subject to Clean Water Act Section 401 Water Quality
Certification.
Discussion of regulations and programs to which the
proposed project is subject is included in Section 4.8,
Biological and Natural Resources.
Quantification of water quality impacts should be as
definitive as possible, using appropriate modeling and
adequate data.
Section 4.7, Hydrology and Water Quality, includes as
much quantification of water resource impacts as possible
under the type of EIR prepared. In the case of the park
uses and creek/pond enhancements, sufficient detail was
not available to produce a project-level analysis. These
features were addressed programmatically in this EIR.
Cumulative water quality impacts should be addressed in
the EIR.
Section 4.7, Hydrology and Water Quality, includes a
discussion of cumulative water quality impacts resulting
from the proposed project combined with anticipated
growth in the Town of Truckee.
All affected waters should be identified by the EIR, including
identification of Water Board jurisdiction, acreage affected,
and linear feet impacted.
Any affected waters, including a wetland delineation, are
included in Section 4.7, Hydrology and Water Quality,
and Section 4.8, Biological and Natural Resources.
Isolated wetlands or other waters not subject to federal
jurisdiction and the projected reach of floodwaters during a
24-hour storm event with a 100-year return frequency for all
surface water bodies should be included in the analysis.
The commenter is referred to Section 4.7, Hydrology and
Water Quality, regarding water resources, and Section
4.8, Biological and Natural Resources, regarding
wetlands.
Construction-related direct impacts to surface waters will
likely require Waste Discharge Requirements.
The commenter is referred to Section 4.7, Hydrology and
Water Quality, regarding water resources.
Principles of avoidance required of federal CWA Section
404(b) (1) guidelines should be considered.
The commenter is referred to Section 4.7, Hydrology and
Water Quality, regarding water resources.
Any discharge of waste earthen materials or other project-
related pollutants to any surface waters other than in
properly managed stormwater conveyance is prohibited.
The commenter is referred to Section 4.7, Hydrology and
Water Quality, regarding water resources.
The EIR should include a [U.S. Army] Corps-verified wetland
delineation, including measures to prevent discharge of
pollutants to wetland areas.
The EIR includes a wetland delineation for both on- and
off-site impacts (see Section 4.7, Hydrology and Water
Quality, and Section 4.8, Biological and Natural
Resources). Water quality is addressed in Section 4.7.
Low impact development (LID) techniques are
recommended.
The commenter is referred to Section 4.7, Hydrology and
Water Quality, regarding water resources.
An NPDES general permit will be required. The commenter is referred to Section 4.7, Hydrology and
Water Quality, regarding water resources.
A SWPPP will be required. The commenter is referred to Section 4.7, Hydrology and
Water Quality, regarding water resources.
Post-construction BMPs are recommended. The commenter is referred to Section 4.7, Hydrology and
Water Quality, regarding water resources.
The project should utilize source control of stormwater
rather than treatment.
The commenter is referred to Section 4.7, Hydrology and
Water Quality, regarding water resources.
Coldstream Specific Plan Town of Truckee
Final Environmental Impact Report March 2014
4.0-2
4.0 MINOR REVISIONS TO THE EIR
Impacts of snow storage on water quality should be
addressed.
The commenter is referred to Section 4.7, Hydrology and
Water Quality, regarding water resources.
Disturbance of surface waters and the 100-year floodplain is
prohibited.
The commenter is referred to Section 4.7, Hydrology and
Water Quality, regarding water resources.
The effects of water usage on surface waters should be
addressed.
The commenter is referred to Section 4.7, Hydrology and
Water Quality, regarding water resources.
Both treatment and retention of stormwater should be
included in the proposed project.
The commenter is referred to Section 4.7, Hydrology and
Water Quality, regarding water resources.
The EIR should include any water runoff conveyance or
drainage analyses prepared for the project.
The commenter is referred to Section 4.7, Hydrology and
Water Quality, regarding water resources.
The effect of using landscaping fertilizers or other chemicals
on water quality should be addressed in the EIR.
The commenter is referred to Section 4.7, Hydrology and
Water Quality, regarding water resources.
Revegetation of disturbed areas should be discussed in the
EIR.
Revegetation is a part of the proposed project. The
environmental effects of such actions are considered in
the analysis presented in the representative sections of this
EIR (especially Section 4.4, Air Quality, Section 4.7,
Hydrology and Water Quality, and Section 4.8, Biological
and Natural Resources).
The EIR should identify erosion and sediment control BMPs
to be used.
The commenter is referred to Section 4.7, Hydrology and
Water Quality, regarding water resources.
Biological and Natural Resources
California State Parks supports the planting planning and
revegetation of disturbed areas with native vegetation only.
Comment noted.
Please include a weed action plan for invasive, non-native
plants in all phases of construction.
The commenter is referred to Section 4.8, Biological and
Natural Resources.
The Open Space Management Plan must be expanded to
include existing conditions and to address integrity of
preserved and enhanced areas.
The open space management plan is not an aspect of the
EIR. However, impacts to preserved and enhanced areas
are addressed in Section 4.8, Biological and Natural
Resources.
EIR should address impacts to wildlife, including impacts
from residents’ pets entering the State Park and human-bear
interactions.
The commenter is referred to Section 4.8, Biological and
Natural Resources.
Plant species table should be split to show acceptable
species on one and species to avoid on another.
The proposed change would have no functional effect on
the environmental impact of the proposed project as
stated in the EIR, as the same plants would be
discouraged.
Cirsium sp. should be eliminated from the restoration plan
palette since many species of this plant can be invasive.
Invasive species have been considered in Section 4.8,
Biological and Natural Resources. A mitigation measure
has been included to prevent planting of this particular
genus.
The proposed project will require a Timberland Conversion
and Timber Harvest Plan, as per California Code of
Regulations, Section 1103.
Mitigation measures included in Section 4.8, Biological
and Natural Resources, require such a plan if timber is to
be removed for sale.
Impacts on wildlife travel should be studied. Impacts to movement corridors are addressed in Section
4.8, Biological and Natural Resources.
Town of Truckee Coldstream Specific Plan
March 2014 Final Environmental Impact Report
4.0-3
4.0 MINOR REVISIONS TO THE EIR
2.0 EXECUTIVE SUMMARY
The following text changes have been made to page 2.0-3, last paragraph, of the DEIR:
Karen Pilaar Pillar: The commenter raised questions regarding whether the proposed circulation
plan…
Text changes to Table 2.0-1 (Project Impacts and Proposed Mitigation Measures) are provided in
Section 2.0 of this document.
3.0 PROJECT DESCRIPTION
The following text changes have been made to page 3.0-7 of the DEIR:
Figure 3.0-3 has been modified to reflect the demolition of Madigan’s Restaurant in 2009, as
shown in the corrected figure on the following page.
Coldstream Specific Plan Town of Truckee
Final Environmental Impact Report March 2014
4.0-4
4.0 MINOR REVISIONS TO THE EIR
CORRECTED FIGURE 3.0-3 ADJACENT LAND USES
Town of Truckee Coldstream Specific Plan
March 2014 Final Environmental Impact Report
4.0-5
4.0 MINOR REVISIONS TO THE EIR
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Final Environmental Impact Report March 2014
4.0-6
4.0 MINOR REVISIONS TO THE EIR
The following text changes have been made to page 3.0-20 of the DEIR:
Improved Commercial Interface
The project proponent purchased 23 acres zoned Highway Commercial (CH) located at the
western end of Deerfield Drive for inclusion in the proposed Coldstream Specific Plan in order
to comprehensively plan the entire area and to provide enhanced roadway treatments and
improved residential compatibility with the existing Deerfield Drive neighborhood. In
addition, inclusion of the CH property in the proposed project provides the opportunity for
an integrated master plan for the area and eliminates the possibility of creating a remnant
incompatible parcel at the west end of Deerfield Drive. The project applicant acquired the
property that formerly housed Madigan’s Restaurant and demolished the vacant building in
an effort to improve the viability of the proposed commercial uses.
Enhancements to Pond Areas, Cold Creek, and Donner Creek
A major component of the proposed Coldstream Specific Plan is enhancement of former mining
pond areas and restoration of Cold Creek and Donner Creek. Preservation, restoration, and
enhancement opportunities are shown in Figure 3.0-7 and Figure 3.0-8 and are summarized
below:
• Recontouring of pond fringe areas to allow for softer slopes, which improve
vegetative habitat for wildlife and the general water quality of the ponds.
• Construction of a .65+ acre wetland which allows for seasonal wetland habitat.
• Removal of large industrial berms separating pond areas to create a larger pond
surface area and habitat opportunities.
• Creation of habitat “islands” to attract local wildlife and migratory waterfowl.
• Restoration and enhancement of the section of Cold Creek along the Coldstream
and State Park properties. Improvements would reduce erosive material along the
stream banks and enlarge the stream channel. The improvements would also provide
downstream water quality benefits in Donner Creek and the Truckee River.
• Replacement of existing Cold Creek Bridge to improve free flow of the creek and
reduce the erosive effects of backwater on creek banks.
• Proposed construction of a pedestrian bridge crossing of Cold Creek located north of
the vehicular bridge.
• Creation of an outfall structure to regulate and maintain water levels in the southern
pond (Figure 3.0-9). The outfall structure is proposed to be installed concurrent with
enhancement and restoration efforts for the pond and open space areas (as a part
of Phase II). It is considered an enhancement (not necessary) for the project because
it is intended to maintain a more stable water surface elevation in the pond area
which is currently being maintained by a small beaver dam/earthen dam. The outfall
structure would be engineered to minimize seepage and protect against instability in
order to maintain the hydrologic regime of the existing wetlands. Existing drainage
patterns would be maintained with no diversion of flow in order to protect the
integrative nature of wetland and floodplain communities.
Town of Truckee Coldstream Specific Plan
March 2014 Final Environmental Impact Report
4.0-7
4.0 MINOR REVISIONS TO THE EIR
The following text changes have been made to page 3.0-40, last paragraph, of the DEIR:
Recreational Trails
A variety of recreational trails are proposed in the Coldstream Specific Plan. These trails are
intended to serve as recreational connections to the primary Class I and Class III trail facilities
that connect the project site to Donner Memorial State Park and the larger Truckee
community. Recreational trails may consist of a variety of earthen and soft surface trails
ranging in width from 2 4 to 8 feet.
The following text changes have been made to page 3.0-47 of the DEIR:
Figure 3.0-17 has been revised to state “Connect to existing 6″ sewer line” rather than 8″ on the
western portion of the project site. See the following page for the corrected figure.
Coldstream Specific Plan Town of Truckee
Final Environmental Impact Report March 2014
4.0-8
4.0 MINOR REVISIONS TO THE EIR
CORRECTED FIGURE 3.0-17 UTILITY PLAN
Town of Truckee Coldstream Specific Plan
March 2014 Final Environmental Impact Report
4.0-9
4.0 MINOR REVISIONS TO THE EIR
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Final Environmental Impact Report March 2014
4.0-10
4.0 MINOR REVISIONS TO THE EIR
The following text changes have been made to page 3.0-48, seventh through eighth
paragraphs, of the DEIR:
Electricity
Electric service in the area is currently provided by the TDPUD, which has a diversified
portfolio of electricity sources and obtains wholesale power from a number of different
entities, including Utah Associated Municipal Power Systems, Northern California Power
Agency, and Western Area Power Administration. receives its electricity from Idaho Power.
Overhead electrical transmission lines are located within the existing Deerfield Drive right-of-
way north of the project site. Electrical service is discussed further in Section 4.12, Utilities and
Service Systems.
Natural Gas and Other Gas Facilities
Southwest Gas Corporation provides gas service to the project site. Natural gas is available
from a 6-inch polyethylene gas main within the Deerfield Drive right-of-way. Additionally,
Kinder Morgan operates a liquid petroleum natural gas pipeline located along the northern
boundary of the project site. Natural gas service is discussed further in Section 4.12, Utilities
and Service Systems.
The following text changes have been made to page 3.0-49, third paragraph, of the DEIR:
SOIL IMPORT
As part of site preparation, approximately 60,000 cubic yards of soils would be imported to the
project site. The soil is anticipated to be imported from Teichert Aggregates’ Martis Valley
Plant, which is licensed and permitted for excavation processing and trucking. Soil import and
earthwork is anticipated to occur during Phase I of the project. The soil is needed to establish
subgrade for roadways, driveways, and building pads. Existing low-lying areas that were
previously graded for aggregate mining would be filled as necessary to achieve the minimum
required gradients for roadway access and utility infrastructure and would be in compliance
with regulatory agencies. Imported fill material would be placed at various locations
throughout the project area Lakeside Residential area and Forest Residential area. In
accordance with the use permit for Teichert Aggregates’ Martis Valley Plant, all excavated
material would meet or exceed regulatory requirements for containment level and
compliance before it is imported to the project site.
Material that will be exported from the adjacent California State Park Floodplain Creation
project to the Stonebridge site excavated from floodplain creation in the California State
Parks’ reach will be processed on the immediately adjacent disturbed area on the project
property, and approximately 7,000 yards of material (clean gravels and sands) will be
transferred to their ownership for later use. The transport of this material is less than 1/4 mile and
is internal to the project site.
The following text changes have been made to page 3.0-51, third paragraph, of the DEIR:
OFF-SITE UTILITY IMPROVEMENTS
The following utility improvements would occur off site, but have been included in the
environmental analysis:
Town of Truckee Coldstream Specific Plan
March 2014 Final Environmental Impact Report
4.0-11
4.0 MINOR REVISIONS TO THE EIR
• Water, electric, telephone, and cable underground improvements within Coldstream
Road
• Water improvements within Donner Pass Road and Deerfield Drive
• Realignment of existing utilities at the intersection of Donner Pass Road and
Coldstream Road
• Extension and/or upsizing of overhead telephone and cable lines along Deerfield
Drive
• Sewer pump station improvements at existing North Donner Pump Station No. 1A
(near the Chevron Station)
• Sewer force main improvements along Deerfield Drive
The following text changes have been made to page 3.0-57 of the DEIR:
SCO Planning & Engineering, Kenkay Associates Associations, and Ward-Young Architecture
& Planning. 2009. Coldstream Specific Plan.
4.0 INTRODUCTION TO THE ANALYSIS AND ASSUMPTIONS USED
The following text changes have been made to page 4.0-3, third paragraph, of the DEIR:
To accommodate construction of the proposed project, approximately 60,000 cubic yards of
soil would be imported to the project site. Approximately 5,000 truckloads of soil would be
brought to the project site over a period of 15 days from Teichert’s Martis Valley Plant located
approximately 5.2 miles away. The soil import would occur during Phase I of the proposed
project. Material from the adjacent State Parks property would also be imported to the project
site as part of Cold Creek restoration and enhancement work that will occur on the State Parks
property. The stockpile would be located on the southwest corner of the proposed project site
in the Village Green area.
4.1 LAND USE
The following changes have been made to page 4.1-5 of the DEIR:
Figure 4.1-2 has been modified to include the northern portion of the Specific Plan site. See the
following page for the corrected figure.
Coldstream Specific Plan Town of Truckee
Final Environmental Impact Report March 2014
4.0-12
4.0 MINOR REVISIONS TO THE EIR
CORRECTED FIGURE 4.1-2 ZONING MAP
Town of Truckee Coldstream Specific Plan
March 2014 Final Environmental Impact Report
4.0-13
4.0 MINOR REVISIONS TO THE EIR
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Coldstream Specific Plan Town of Truckee
Final Environmental Impact Report March 2014
4.0-14
4.0 MINOR REVISIONS TO THE EIR
The following text changes have been made to page 4.1-9, fourth paragraph, of the DEIR:
Density and Intensity: The maximum amount of development allowed (of housing units and
square feet of nonresidential development) is shown in Table 4.1-1. A total of 70 50 acres is
assigned for development of all allowed uses on the site in recognition of the physical
constraints to development that exist over much of the site’s area. This acreage is a
guideline to be used in specific plan development and may vary based on the results of
detailed studies completed prior to site development.
The following text changes have been made to page 4.1-18, second paragraph, of the DEIR:
Donner Memorial State Park is located immediately to the west of the project site separated
by a 60-foot-wide Nevada County road easement for Coldstream Road and adjacent land
with a pond to the southwest of the project. The park contains a campsite approximately 150
feet from the project site’s western boundary. The closest land use within the project site to the
campgroundsite area is Village Green Residential Small Lot.
The following text changes have been made to page 4.1-21 of the DEIR:
MM 4.1.3 The project applicant shall modify the project design western buffer and
residential parcels along the Village Green Residential Small Lot area in
the following manner as shown in Figure 4.1-5:
o Eliminate residential lots along the western project boundary
adjacent to Donner State Memorial State Park.
o Increase the size of the buffer in this area to provide a 100-foot
setback from the western property line.
o Provide a 6-foot durable (winter-resistant) fence along the western
boundary to the recreation parcel with no gates or openings
(except as noted below). Final design of the fence shall be
approved by the Town Planner prior to installation.
o Provide a gated access point at the recreation parcel to the
California Department State Parks and Recreation parcel
immediately to the west for use only by the California Department
State Parks and Recreation. State Parks and Recreation shall be
provided a legally recorded, deeded easement for access across
the Coldstream development property.
Timing/Implementation: Prior to approval of tentative maps for the
Village Green Residential Small Lot area and
Recreation parcel
Enforcement/Monitoring: Town of Truckee Planning Division
Implementation of the above mitigation measure would expand the buffer area between
Donner State Memorial State Park campsites and residential uses to a total of 250 feet and
would provide a barrier to avoid trespass from the residential area into the park. This
additional buffering and barrier provision would mitigate this impact to less than significant.
Town of Truckee Coldstream Specific Plan
March 2014 Final Environmental Impact Report
4.0-15
4.0 MINOR REVISIONS TO THE EIR
4.2 TRANSPORTATION AND CIRCULATION
The following text changes have been made to page 4.2-5, second paragraph, of the DEIR:
Deerfield Drive
While originally a through roadway, currently Deerfield Drive consists of two sections,
separated by Donner Creek. To the east of the creek, it is a two-lane roadway extending
westward from SR 89 South for approximately one-half mile. Near SR 89 South, Deerfield Drive
serves commercial land uses including the Crossroads Center, while farther west the lanes
narrow slightly as the roadway serves a residential neighborhood and church. Adjacent to the
northern edge of the Crossroads Center, Deerfield Drive is improved to a 46-foot cross section
with curb, gutter, and attached sidewalks. Adjacent to the Boulders condominium
development and the Inn at Truckee, the total pavement width is about 36 feet, and sidewalk,
curb, and gutter are provided along the north side of the street. This segment of Deerfield Drive
has a summer PM peak hour total two-way volume of about 108 110. A rural residential street
standard is provided through the residential neighborhood to the west, with approximately 24
feet of pavement width, graveled shoulders, and a posted speed limit of 25 miles per hour. This
segment of Deerfield Drive has a summer PM peak hour total two-way volume of up to 63 60.
To the west of the creek, Deerfield Drive consists of a cul-de-sac roughly 650 feet in length. It
provides access from Coldstream Road to a fast-food restaurant with drive-through, a service
station, and commercial office space.
The following text changes have been made to page 4.2-27, second paragraph, of the DEIR:
It is important to note that a total of four project options were evaluated based on whether the
Deerfield Drive extension would provide full access or emergency vehicle access only and
different configurations of the proposed project’s internal roadway network. The four options (as
depicted in Figures 3.0-11 through 3.0-14) are defined as:
The following text changes are made to mitigation measures MM 4.2.2a through c starting on Draft
EIR page 4.2-57:
MM 4.2.2a One of two options shall be implemented for all project roadway
alignment options to improve the LOS at the SR 89 South/Donner Pass
Road/Frates Lane intersection:
• Signal Improvements: Either provision of an eastbound right-turn
overlap phase or reconfiguration of the northbound approach to
provide an exclusive left-turn lane and a shared through/right-turn
lane would improve the total intersection LOS to an acceptable LOS D
in 2010, with or without the project. The level of traffic growth that can
be accommodated in the short term before both of these
improvements would be needed was evaluated. Based on the results,
the total intersection PM peak hour traffic volumes can increase by
about 7 percent before both improvements would be needed. In
2030, both improvements would be needed in order to achieve an
acceptable LOS D, with or without the project.
Or
Coldstream Specific Plan Town of Truckee
Final Environmental Impact Report March 2014
4.0-16
4.0 MINOR REVISIONS TO THE EIR
• Roundabout: Constructing a two-lane roundabout with double-lane
northbound, westbound, and eastbound approaches, and a single-lane
southbound approach, would improve LOS at the intersection to a worst
movement LOS E or better with the proposed project. This analysis
assumes a 90-foot central island diameter for the no project alternative,
as well as Options 2 through 4. For Option 1, a slightly larger roundabout
(100-foot central island diameter) is necessary to attain LOS E on all
approaches. While either option would provide acceptable LOS
conditions, the roundabout would provide shorter queue lengths and less
impact on traffic flow at nearby driveways and intersections. However, A
detailed roundabout design will be required to evaluate right-of-way and
utility relocation requirements.
The signal improvements are considered short-range improvements, which
are not included in the Town of Truckee Traffic Impact Fee Program. The
project applicant shall perform a detailed intersection analysis, at the
applicant’s expense, to determine the combination of short-range
improvements that will maximize intersection capacity at this location. The
detailed analysis may identify other combinations of re-striping and/or
signal phasing improvements beyond those identified in this study which will
maximize the short-range future capacity of this intersection within the
existing roadway widths. The intersection improvements identified through
the detailed intersection analysis will be determined during review of the
improvement plans, and approved by the Town Engineer, prior to building
permit issuance. Prior to temporary or final Certificate of Occupancy of any
buildings, the project applicant shall implement the approved intersection
improvements, at the applicant’s expense. The project applicant may
request reimbursement of a fair-share portion of the short-range
improvements from future discretionary Category 3 and 4 projects (as
defined by General Plan Table CIR-6) that add traffic to the SR 89
South/Donner Pass Road/Frates Lane intersection. It is the intent of the Town
to include language requiring such projects to reimburse this project for
their fair-share cost of the short-range improvements as a part of the future
land use conditions of approval; however, it will be the responsibility of this
project applicant to request that such a condition be placed on
applicable projects prior to project approval.
Provision of a two-lane roundabout is considered a long-range
improvement, and it is included in the Traffic Impact Fee Program. The
proposed project’s payment of Traffic Impact Fees would mitigate LOS
impacts to this intersection only for the roundabout option, not for the
signal improvements option. It should be noted that the proposed project
contributes the following percentages to total future growth in summer PM
peak hour traffic at this intersection between 2010 and 2030:
• Option A 1: 1917%
• Option B s 2, 3, and 4: 2119%
Timing/Implementation: Prior to issuance of building recordation of
final map
Enforcement/Monitoring: Town of Truckee Engineering Division
Town of Truckee Coldstream Specific Plan
March 2014 Final Environmental Impact Report
4.0-17
4.0 MINOR REVISIONS TO THE EIR
MM 4.2.2b One of two options shall be implemented to improve the LOS at the I-80
Westbound Ramps/Donner Pass Road (western interchange) intersection
for both options under 2030 conditions and only Option B for 2010
conditions:
• Lane Improvements: Provision of an acceleration lane along Donner
Pass Road for left turns made from the off-ramp would improve the
worst movement LOS to an acceptable LOS D or better in 2030 with
the project alternatives. At least 300 feet of acceleration lane length
would need to be provided, plus a 180-foot taper. As the distance
from the beginning of the acceleration lane to the existing overpass
bridge is about 275 feet, the acceleration lane would extend along
the overpass. The existing pavement width on the overpass is about 40
feet. As the existing overpass does not provide adequate pavement
width to accommodate two travel lanes, the potential acceleration
lane, and the existing Class II bike lane and sidewalk, this improvement
may not be feasible.
Or
• Roundabout: Constructing a single-lane roundabout would provide a
worst movement LOS C or better at the intersection in 2030 with the
project. A preliminary design and layout for this roundabout was
prepared by LSC and is presented in Draft EIR Figure 4.2-7. An inscribed
circulating diameter of 120 feet is assumed, with a circulating roadway
width of 20 feet. The access leg to the Caltrans staging area will be
configured in such a way that it discourages use by the general public
but allows full access by authorized equipment and vehicles.
Considering the shorter queue lengths that can be achieved by a
roundabout at this location, as well as the disadvantages of the
pavement widening required under the acceleration lane alternative,
construction of a roundabout is the recommended mitigation measure.
Furthermore, a roundabout would improve driver sight distance conditions
by reducing traffic speeds along Donner Pass Road.
Improvements to this intersection are included in the Town of Truckee
Traffic Impact Fee Program. The project contributes the following
percentages in total future growth in summer PM peak hour traffic at this
intersection between 2010 and 2030:
Option 1: 51%
Options 2–4: 67%
The details of intersection improvements will be determined during review of
the improvement plans, and approved by the Town Engineer, prior to building
permit issuance. Prior to temporary or final Certificate of Occupancy of any
buildings, the project applicant shall implement the approved intersection
improvements, at the project applicant’s expense. The project applicant shall
will be reimbursed a fair-share portion of for the improvements pursuant to
Town standards.
Coldstream Specific Plan Town of Truckee
Final Environmental Impact Report March 2014
4.0-18
4.0 MINOR REVISIONS TO THE EIR
Timing/Implementation: Prior to issuance of building permits
recordation of final map
Enforcement/Monitoring: Town of Truckee Engineering Division
MM 4.2.2c The Eastbound Ramps/Donner Pass Road/Coldstream Road intersection
shall be redesigned as a single-lane roundabout with a westbound right-
turn slip lane (from westbound Donner Pass Road to the eastbound I-80
on-ramp) to provide a worst movement LOS C or better on weekdays and
LOS E or better on weekends. A preliminary design of this roundabout is
shown in Figure 4.2-8. An inscribed circulating diameter of 110 feet is
assumed, with a circulating roadway width of 20 feet.
Improvements to this intersection are included in the Town of Truckee
Traffic Impact Fee Program. The project contributes the following
percentages in total future growth in summer PM peak hour traffic at this
intersection between 2010 and 2030:
Option 1: 65%
Options 2–4: 74%
The details of intersection improvements will be determined during review
of the improvement plans, and approved by the Town Engineer, prior to
building permit issuance. Prior to temporary or final Certificate of
Occupancy of any buildings, the project applicant shall implement the
approved intersection improvements, at the project applicant’s expense.
The project applicant shall will be reimbursed a fair-share portion of for the
improvements pursuant to Town standards.
Timing/Implementation: Prior to issuance of building permits
recordation of final map
Enforcement/Monitoring: Town of Truckee Engineering Division
The following text changes are made to mitigation measure MM 4.2.3a and b on Draft EIR page
4.2-65:
MM 4.2.3a The project applicant shall construct an adequately sized 50-foot
southbound left-turn lane at the Coldstream Road/Deerfield Drive
intersection that will not obstruct traffic as well as provide pavement
markings and signage indicating “Do Not Block.”
MM 4.2.3b Should the Town Engineer determine it necessary, the project applicant
shall fund the installation of a “Do Not Block” box to be painted in the
intersection of SR 89/Deerfield Drive accompanied by appropriate
signage. This mitigation measure only applies to Option A. pavement
markings and signage indicating “Do Not Block” at the SR 89/Deerfield
Drive intersection.
The following text changes are made to Impact 4.2.5 on Draft EIR page 4.2-66:
Town of Truckee Coldstream Specific Plan
March 2014 Final Environmental Impact Report
4.0-19
4.0 MINOR REVISIONS TO THE EIR
Impact 4.2.5 Implementation of project would not result in a traffic condition that would
conflict with General Plan Circulation Element Policy P2.2 and Policy P2.4.
However, Option B s 2, 3, and 4 would create a development that is not
integrated into the circulation network, as required by General Plan
Circulation Element Policy 2.4 and Goal CIR-4.
The following text changes are made to mitigation measures MM 4.2.10a, b and c on Draft EIR
pages 4.2-70 and -71. Mitigation measure MM 4.2.10c was deleted based on redesign of the
project:
MM 4.2.10a Existing brush along Donner Pass Road in the southeast quadrant of the
I-80 Westbound Ramps/Donner Pass Road intersection shall be
maintained trimmed or removed in order to increase the sight distance
from the off-ramp looking to the east. In addition, the final landscaping
plans for the project shall provide adequate driver sight along the Primary
Road through the site. during the winter season, snow berms shall be
removed from this area.
MM 4.2.10b If Deerfield Drive is opened to through traffic into/out of the project site
(Option A1), trees obstructing the sight of the Class I trail as it crosses
Deerfield Drive immediately east of the current western terminus of
Deerfield Drive, as it exists immediately east of the project site, shall be
removed or trimmed to allow for adequate site distance. This includes any
vegetation under those trees which would impede driver sight distance.
Tree/vegetation removal shall be conducted to the extent that an
unobstructed sight line exists for a distance of at least 275 feet.
Timing/Implementation: Prior to grading approval for the
construction of the Class I trail on site should
Option A1 be selected
Enforcement/Monitoring: Town of Truckee Engineering Division
MM 4.2.10c If Deerfield Drive is opened to through traffic into/out of the project site
(Option A1), a sidewalk shall be constructed along the existing portion of
Deerfield Drive that exists within the project site in the east to the point at
which the Class I trail passes between those homes and what is currently
the First Baptist Church of Truckee (approximately 0.26 miles east of the
project boundary at Deerfield Drive).
Timing/Implementation: Prior to approval of grading/improvement
plans for the opening of Deerfield Drive to
through traffic should Option A1 be selected
Enforcement/Monitoring: Town of Truckee Engineering Division
Coldstream Specific Plan Town of Truckee
Final Environmental Impact Report March 2014
4.0-20
4.0 MINOR REVISIONS TO THE DRAFT EIR
4.3 NOISE
The following text changes have been made to page 4.3-15 of the DEIR:
TABLE 4.3-9
PREDICTED EXISTING AND PLUS PROJECT DEERFIELD CONNECTOR (OPTION 1) TRAFFIC NOISE LEVELS
Roadway Segment
Traffic Noise Levels (CNEL) Distance to Contours
Existing (in feet)
Distance to Contours
+ Option 1 (in feet)
Distance Existing + Option 1 Change 65 dBA
CNEL
60 dBA
CNEL
65 dBA
CNEL
60 dBA
CNEL
I-80 Adjacent to project site 550 feet 63 dBA 63 dBA 0 dBA 373 806 373 803
Donner Pass Road
West of Coldstream Road 75 feet 61 dBA 61 dBA 0 dBA 42 91 43 93
Over I-80 75 feet 62 dBA 63 dBA +1 dBA 49 106 54 117
I-80 to Northwoods 75 feet 62 dBA 62 dBA 0 dBA 47 101 51 109
Coldstream Road Donner Pass to Deerfield 75 feet 55 dBA 58 dBA +3 dBA 17 37 26 56
Deerfield to site access 75 feet 46 dBA 56 dBA +10 dBA 4 9 18 39
Deerfield Drive
SR 89 to 1,000 feet west 75 feet 58 dBA 59 dBA +1 dBA 27 57 31 66
To end of pavement 75 feet 49 dBA 54 dBA +5 6 dBA 7 15 14 30
Source: Brennan, 2009
Town of Truckee Coldstream Specific Plan
March 2014 Final Environmental Impact Report
4.0-21
4.0 MINOR REVISIONS TO THE EIR
The following text changes have been made to page 4.3-17 of the DEIR:
TABLE 4.3-11
PREDICTED 2030 NO PROJECT AND PLUS PROJECT DEERFIELD CONNECTOR (OPTION 1) TRAFFIC NOISE LEVELS
Roadway Segment
Traffic Noise Levels (CNEL, dBA) Distance to Contours 2030
No Project (in feet)
Distance to Contours
+ Option 1 (in feet)
Distance 2030
No Project + Option 1 Change 65 dBA
CNEL
60 dBA
CNEL
65 dBA
CNEL
60 dBA
CNEL
I-80 Adjacent to project site 550 feet 64 dBA 64 dBA 0 dBA 414 893 414 893
Donner Pass Road
West of Coldstream Road 75 feet 62 dBA 62 dBA 0 dBA 47 102 48 104
Over I-80 75 feet 63 dBA 63 dBA 0 dBA 54 116 59 127
I-80 to Northwoods 75 feet 62 dBA 63 dBA +1 dBA 51 110 55 117
Coldstream Road Donner Pass to Deerfield 75 feet 55 dBA 58 dBA +3 dBA 17 37 26 56
Deerfield to site access 75 feet 46 dBA 55 dBA +9 dBA 4 9 17 36
Deerfield Drive West of southbound SR 89 75 feet 59 dBA 60 dBA +1 dBA 32 69 34 73
To end of pavement 75 feet 49 dBA 54 dBA +5 6 dBA 6 13 13 29
Source: Brennan, 2009
Coldstream Specific Plan Town of Truckee
Final Environmental Impact Report March 2014
4.0-22
4.0 MINOR REVISIONS TO THE DRAFT EIR
The following text changes have been made to page 4.3-20, first through third paragraphs, of
the DEIR:
Table 4.3-9 shows the increase in existing traffic noise levels with the Deerfield connector
(Option 1). The significant increases in traffic noise levels occur along Coldstream Road from
Deerfield Drive to the project site access where a 10 dBA increase in the CNEL occurs, and
along Deerfield Drive from 1,000 feet west of State Route (SR) 89 to the end of the pavement
where the increase in traffic noise levels is 5 6 dBA CNEL.
Table 4.3-10 shows the increase in existing traffic noise levels without the Deerfield connector
(Options 2, 3, and 4). The significant increases in traffic noise levels occur along Coldstream
Road from Donner Pass Road to Deerfield Drive and from Deerfield Drive to the project site
access. The increases in traffic noise levels are 4 dBA and 11 dBA, respectively.
Table 4.3-11 shows the increase in year 2030 traffic noise levels with the Deerfield connector
(Option 1). The significant increases in traffic noise levels occur along Coldstream Road from
Deerfield to the project site access where a 9 dBA increase in the CNEL occurs, and along
Deerfield Drive from 1,000 feet west of SR 89 to the end of the pavement where the increase
in traffic noise levels is 5 6 dBA CNEL.
The following text changes have been made to page 4.3-22, second paragraph, of the DEIR:
Activities associated with construction would result in elevated noise levels within the
immediate vicinity of the project site, including some construction noise associated with the
construction of possible off-site Class I trails along Donner Pass Road and portions of Deerfield
Drive and a potential sidewalk along the south side of Deerfield Drive under Option 1 (as
described in mitigation measure MM 4.2.10c in Section 4.2, Transportation and Circulation).
Activities involved in construction would typically generate maximum noise levels ranging
from 85 to 90 dB at a distance of 50 feet. Construction activities could result in periods of
elevated noise levels at existing residences located along Deerfield Drive as well as to
campers at Donner Memorial State Park. Though construction would occur for a limited
period of time and would result in temporary intermittent increases in noise, anticipated
noise levels would exceed standards for residential uses. Since existing residents along
Deerfield Drive as well as campers at Donner Memorial State Park could be exposed to
construction noise in excess of standards, construction noise impacts are considered
potentially significant.
The following text changes have been made to page 4.3-23 of the DEIR:
Temporarily Temporary vibration may occur on the project site during construction. The
presence of heavy equipment on the site and techniques used for soil compaction during
site preparation could cause vibration on the site and may be detectible at distances within
50 feet. While vibrations may be felt, the vibration levels anticipated in association with
construction are not expected to result in any type of structural damage to existing buildings
in the vicinity of the project site. Therefore, construction vibration impacts are considered less
than significant.
Mitigation Measures
None required.
Town of Truckee Coldstream Specific Plan
March 2014 Final Environmental Impact Report
4.0-23
4.0 MINOR REVISIONS TO THE EIR
Exterior Traffic Noise Impacts at the Project Site for All Options
Impact 4.3.3 Implementation of the proposed Coldstream Specific Plan would expose
proposed residential uses on the project site to noise levels in excess of
Town of Truckee noise standards. This impact is considered potentially
significant.
The main source of traffic noise near the project site is I-80 to the north. Based on the analysis
shown in Table 4.3-3, the predicted future I-80 traffic noise levels could exceed acceptable
levels for the proposed Forest Residential uses on the northern portion of the project site.
Although the General Plan depicts the project site as being located within the 70 dBA contour,
predicted noise levels, which account for intervening buildings and topography, are
approximately 63 dBA to 64 dBA CNEL at a distance of 550 feet from the centerline of I-80.
The following text changes have been made to pages 4.3-24 through -25 of the DEIR:
Mitigation Measures
MM 4.3.3 A noise berm with a minimum height of 6 feet to 7 feet shall be constructed
along the north lot lines of the Forest Residential portion of residential portion
of the site south of I-80. The berm shall be landscaped in accordance with
the Town’s landscaping standards. Final review and approval of the
landscaped berm shall occur when a tentative map for the Forest Residential
residential area of the proposed Coldstream Specific Plan south of I-80 has
been completed and will be incorporated into the design of the Coldstream
Specific Plan Interstate 80 Buffer in order to blend with the adjacent
environment.
Timing/Implementation: Upon completion of tentative map for the
Forest Residential residential area of the
proposed Coldstream Specific Plan south of
I-80/as a condition of approval
Enforcement/Monitoring: Town of Truckee Planning Division
Implementation of mitigation measure MM 4.3.3 would reduce noise impacts from I-80 to
proposed residences on the project site to a less than significant level.
Interior Traffic Noise Impacts on the Project Site for All Options
Impact 4.3.4 Implementation of the proposed Coldstream Specific Plan would result in
interior exterior traffic noise levels below 65 dBA CNEL for all options.
However, interior noise levels could exceed 45 dBA CNEL if doors and
windows on residential uses are open. Therefore, this impact is considered
potentially significant.
In addition to traffic from I-80, uses on the project site would also be exposed to noise
generated by internal traffic on the project site. Typical construction practices, including
building materials, dual-pane windows, and building orientation, will result in an exterior-to-
interior reduction in traffic noise levels of 20 dB to 25 dB. Predicted traffic noise levels at
proposed residential uses are not expected to exceed 65 dBA CNEL. Therefore, interior noise
levels are anticipated to comply with the 45 dBA CNEL standard, provided that windows and
Coldstream Specific Plan Town of Truckee
Final Environmental Impact Report March 2014
4.0-24
4.0 MINOR REVISIONS TO THE EIR
doors are in the closed position. However, if residents wish to leave windows and doors open,
the interior noise levels may exceed 45 dBA CNEL. Therefore, this may be a potentially
significant impact.
Mitigation Measures
MM 4.3.4 Residential uses designated as Village Mixed Use Commercial and Forest
Residential shall be designed to orient noise-sensitive sleeping areas and
living areas away from I-80 to allow residents to open windows and
achieve an interior noise level of 45 dBA CNEL.
AND
An acoustical analysis shall be provided to determine if interior noise levels
can comply with an interior noise level standard of 45 dBA CNEL with the
windows and/or doors in the open position. The acoustical analysis shall
include recommendations for reducing any interior noise above 45 dbA.
These recommendations shall be implemented.
Timing/Implementation: Prior to approval of any building permits for
Village Mixed Use Commercial and Forest
Residential uses
Enforcement/Monitoring: Town of Truckee Planning Division
Implementation of mitigation measure MM 4.3.4 would reduce interior noise levels for
residential uses on the project site to a less than significant level.
Traffic Noise Impacts at Existing Residences Due to Increased Traffic from the Project Site for
Option 1
Impact 4.3.5 Construction of the proposed Coldstream Specific Plan associated with
Option A1 with open access to Deerfield Drive would result in increased
noise levels at existing residences along Deerfield Drive. This impact is
considered potentially significant.
Option 1 includes the Deerfield connector as a part of the project. Based on Table 4.3-9, a
10 dBA increase in the CNEL would occur along Coldstream Road from Deerfield Drive to the
project site access, and 5 6 dBA CNEL increase would occur along Deerfield Drive from 1,000
feet west of SR 89 to the end of the pavement. No noise-sensitive uses are located along
Coldstream Road. In addition, the traffic noise levels at a distance of 75 feet from the
roadway centerline do not exceed the Town of Truckee 60 dBA CNEL noise level standard.
Currently, there are existing residences located in close proximity to Deerfield Drive from
1,000 feet west of SR 89 to the existing roadway terminus. The increase in Deerfield Drive
traffic noise levels is 5 6 dBA CNEL. Currently, residents along Deerfield Drive are exposed to
traffic noise levels of approximately 61 dBA to 62 dBA CNEL due to I-80 traffic. The 5 6 dBA
CNEL increase in traffic noise levels from Deerfield Drive is considered to be substantial and
results in a potentially significant impact. One can expect a minimum of a 20 dBA exterior to
interior traffic noise level reduction at the residences along Deerfield Drive with the windows
in the closed position. This would result in interior traffic noise levels of approximately 40 dBA
CNEL at residences along Deerfield Drive between SR 89 and approximately 1,000 feet west
Town of Truckee Coldstream Specific Plan
March 2014 Final Environmental Impact Report
4.0-25
4.0 MINOR REVISIONS TO THE EIR
of SR 89. The interior traffic noise level would be approximately 34 dBA CNEL at residences
along Deerfield Drive at a point 1,000 feet west of SR 89 to the end of the pavement.
One can expect a minimum of a 10 to 12 dBA exterior to interior traffic noise level reduction
at the residences along Deerfield Drive with the windows in the open position. This would
result in interior traffic noise levels of approximately 50 dBA CNEL at residences along
Deerfield Drive between SR 89 and approximately 1,000 feet west of SR 89. The interior traffic
noise level would be approximately 44 dBA CNEL at residences along Deerfield Drive at a
point 1,000 feet west of SR 89 to the end of the pavement.
Although some all residences along Deerfield Drive are currently exposed to traffic noise
levels in excess of the Town’s generally accepted exterior noise level standard of 60 dBA
CNEL, the traffic noise levels are dominated by and primarily due to I-80 traffic. The project is
not expected to result in an increase in traffic noise along I-80. The project will not result in an
exceedance of the traffic noise level standards along Deerfield Drive.
Mitigation Measure
MM 4.3.5 Deerfield Drive shall be resurfaced with rubberized or open-gap asphalt to
reduce overall traffic noise levels by approximately 4 dBA.
Timing/Implementation: Prior to project occupancy of Phase II Phase
I/as a condition of approval
Enforcement/Monitoring: Town of Truckee Planning Division and
Engineering Division
The following text changes have been made to pages 4.3-28 through -29 of the DEIR:
Cumulative Increases in Ambient Noise Levels
Impact 4.3.9 Implementation of the proposed Coldstream Specific Plan, in combination
with existing, approved, proposed, and reasonably foreseeable
development, could result in significant traffic noise exposure for existing
residents along Deerfield Drive east of the project site under Option 1 (now
Option A) roadway design as well as expose future project residents to
excessive noise levels under cumulative conditions. This would be a
cumulatively considerable impact.
The proposed project’s contribution to future cumulative noise levels would be primarily
associated with potential increases in vehicle traffic noise along area roadways and
stationary noise sources associated with the commercial component of the project.
Area roadways primarily affected by the proposed project include portions of Donner Pass
Road, Coldstream Road, and Deerfield Drive. While the proposed project may include off-
site pedestrian/bicycle improvements to Donner Pass Road and Deerfield Drive, these
improvements by their nature as pedestrian/bicycle facilities will generate little additional
noise after construction is complete. Predicted future cumulative traffic noise levels with and
without implementation of the proposed project are summarized in Tables 4.3-11 (Option 1 –
now Option A) and Table 4.3-12 (Options 2, 3, and 4 – now Option B). As depicted,
implementation of the proposed project alternatives would result in projected increases of
less than 4 dBA along these primarily affected roadway segments, with the exception of
Coldstream Specific Plan Town of Truckee
Final Environmental Impact Report March 2014
4.0-26
4.0 MINOR REVISIONS TO THE EIR
Coldstream Road from Deerfield Drive to the project entrance, which would experience
increases up to 11 dBA in exterior traffic noise due solely to traffic on Coldstream Road (Table
4.3-12). The one exception would occur in association with Option 1 A, which includes the
Deerfield Drive connection.
Coldstream Road from Deerfield Drive to the project entrance is currently a short “stub road”
that serves the proposed residential development at the project site. With implementation of
the proposed project, the increase in traffic noise along this roadway segment will not affect
any existing noise-sensitive receivers, and the background exterior noise levels will continue
to be dominated by traffic along I-80. As noted in the discussions for Impacts 4.3.5 and 4.3.6,
the traffic noise generated on this roadway segment would not exceed any applicable
Town of Truckee exterior noise level standards. Option 1 A includes the Deerfield connector
as a part of the project. Based on Tables 4.3-9 and 4.3-10, the significant increases in traffic
noise levels occur along Deerfield Drive from 1,000 feet west of SR 89 to the end of the
pavement where the modeled increase in Deerfield Drive exterior traffic noise levels is 5 6
dBA CNEL. The overall measured noise levels, shown in Table 4.3-2 for Site B, along this
segment of Deerfield Drive are already between 61 dB CNEL and 62 dB CNEL due to I-80
traffic, as compared to the predicted Deerfield Drive noise levels of 54 dB CNEL with
implementation of Option 1 A. Therefore, although the increase in traffic volumes along
Deerfield Drive would result in changes to the Deerfield Drive exterior traffic noise levels,
traffic along I-80 would continue to be the dominant noise source in this area.
No noise-sensitive uses are located along Coldstream Road. In addition, the traffic noise
levels at a distance of 75 feet from the roadway centerline do not exceed the Town of
Truckee 60 dBA CNEL noise level standard as shown in Table 4.3-4.
Currently, there are existing residences located in close proximity to Deerfield Drive from
1,000 feet west of SR 89 to the existing roadway terminus. For Option 1 A, which includes the
Deerfield Drive connection, the increase in Deerfield Drive traffic noise levels is 5 6 dBA CNEL.
Noise levels associated with the commercial portion of the project site would add to the
future background noise environment. The potential for this impact is specific to Donner
Memorial State Park located to the east of the project site.
4.4 AIR QUALITY
The following text changes have been made to pages 4.4-18 to -19 of the Draft EIR:
MM 4.4.1b The project applicant shall submit to the NSAQMD for approval of an Off-
Road Construction Equipment Emission Reduction Plan prior to
groundbreaking, demonstrating that all off-road equipment (portable
and mobile) meets or is cleaner than Tier 2 engine emission specifications
unless prior written approval for any exceptions is obtained from the
NSAQMD. Note that all off-road equipment must meet all applicable state
and federal requirements.
The project applicant shall submit to NSAQMD for approval an Off-Road
Construction Equipment Emission Reduction Plan prior to groundbreaking
demonstrating that the heavy-duty (greater than 50 horsepower) off-road
vehicles to be used in the construction project, including owned, leased,
and subcontractor vehicles, will achieve a project-wide fleet-average 20
percent NOx reduction and 40 percent particulate reduction compared
Town of Truckee Coldstream Specific Plan
March 2014 Final Environmental Impact Report
4.0-27
4.0 MINOR REVISIONS TO THE EIR
to the most recent CARB fleet average at time of construction.
Acceptable options for reducing emissions may include use of late-model
engines, low-emission diesel products, alternative fuels, engine retrofit
technology, after-treatment products, and/or other options as they
become available. The plan shall include a comprehensive inventory of
all off-road construction equipment, equal to or greater than 50
horsepower, that will be used an aggregate of 40 or more hours during
any portion of the construction project.
The inventory shall include the horsepower rating, engine production year,
and projected hours of use or fuel throughput for each piece of equipment.
The inventory shall be updated and submitted monthly throughout the
duration of the project, except that an inventory shall not be required for
any 30-day period in which no construction activity occurs. At least 48 hours
prior to the use of subject heavy-duty off-road equipment, the project
representative shall provide NSAQMD with the anticipated construction
timeline including start date and name and phone number of the project
manager and on-site foreman. Construction contracts shall stipulate the
following:
• Emissions from on-site construction equipment shall comply with
NSAQMD Regulation II, Rule 202, Visible Emissions.
• The primary contractor shall be responsible to ensure that all
construction equipment is properly tuned and maintained.
• Idling times shall be minimized either by shutting equipment off when
not in use or reducing the maximum idling time to 5 minutes when not
in use (as required by California airborne toxics control measure Title
13, Section 2485 of California Code of Regulations). Clear signage
shall be provided for construction workers at all access points.
• All construction equipment shall be maintained and properly tuned in
accordance with manufacturers’ specifications. All equipment shall
be checked by a certified mechanic and determined to be running in
proper condition prior to operation.
• Utilize existing power sources (e.g., power poles) or clean fuel
generators rather than temporary power generators.
Timing/Implementation: The Off-Road Construction Equipment
Emission Reduction Plan shall be submitted
and approved prior to issuance of building
permits for the first phase of construction. The
plan shall be implemented during all phases
of construction.
Enforcement/Monitoring: Town of Truckee Planning Division; NSAQMD
Coldstream Specific Plan Town of Truckee
Final Environmental Impact Report March 2014
4.0-28
4.0 MINOR REVISIONS TO THE EIR
The following text changes have been made to page 4.4-21, second paragraph, of the DEIR:
Exposure to Wood Smoke from Prescribed Burns at Donner Memorial State Park
While not an emission source attributed to the project, future project residents may will be
exposed to occasional wood smoke from prescribed fires by California Department of State
Parks for areas of Donner Memorial State Park where removal and transport of excess
vegetative fuels is not feasible. The occurrence of such events is expected to be infrequent
and not an ambient air quality condition in the project area.
The following text changes have been made to page 4.4-24, first paragraph, of the DEIR:
Implementation of mitigation measure MM 4.4.3a, as well as traffic improvements identified in
Section 4.2, Transportation and Circulation, would require preparation of an emissions
reduction plan to include NSAQMD-recommended mitigation measures. Implementation of
NSAQMD-recommended mitigation measures would result in substantial reductions in project-
generated emissions. For instance, prohibiting the use of wood-burning heating devices would
reduce combined area-source winter emissions to a total of approximately 30 lbs/day of ROG,
9 lbs/day of NOx, and 0.3 lbs/day of PM10. In total, project-generated winter emissions from
both area and mobile sources would be reduced to approximately 84 lbs/day of ROG, 89
lbs/day of NOx, and 224 lbs/day of PM10. Emissions offsets for project-generated emissions of
PM10 would also be required, sufficient to meet the requirements of the Town’s Particulate
Matter Air Quality Management Plan. With implementation of the above mitigation measure,
project-generated emissions would be reduced to below NSAQMD significance thresholds.
Mitigation measure MM 4.4.3b would ensure that residents are informed of occasional wood
smoke from prescribed fires at Donner Memorial State Park. With mitigation, this impact would
be considered less than significant.
4.7 HYDROLOGY AND WATER QUALITY
The following text changes have been made to page 4.7-33, last paragraph, of the DEIR:
MM 4.7.2b Site development areas (excluding open space and recreation) that are
located adjacent to existing or proposed on-site ponds within designated
open space areas shall be designed and constructed to direct excess
runoff to drain into ponds and shall not discharge directly to existing
creeks. Discharge shall be allowed into detention/retention ponds and
the storm drain system required under mitigation measure MM 4.7.2a
above. This requirement shall be incorporated into drainage
improvements identified under mitigation measure MM 4.7.1a.
Timing/Implementation: Design of drainage facilities shall be
completed prior to approval of site grading
and drainage plans. Construction to be
completed prior to issuance of building
permits.
Enforcement/Monitoring: Town of Truckee Building and Safety and
Engineering Divisions
Town of Truckee Coldstream Specific Plan
March 2014 Final Environmental Impact Report
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4.0 MINOR REVISIONS TO THE EIR
The following text changes have been made to page 4.7-40, first paragraph, of the DEIR:
MM 4.7.5c The project applicant shall provide a hydraulic analysis to determine 100-
year water surface elevations that are applicable to each of the modified
on-site ponds that will be located in open space and/or recreation land
use areas. Final site design shall ensure that residential lots are located 25
feet outside of the 100-year water surface elevation of the modified
ponds consistent with the provisions of the Coldstream Specific Plan. The
hydraulic analysis shall be prepared by a Registered Professional Engineer
in the State of California.
Timing/Implementation: Hydraulic study to be completed prior to
approval of any tentative Final Mmaps for
project phases
Enforcement/Monitoring: Town of Truckee Public Works/Engineering
Department
MM 4.7.5d All site development areas (excluding open space and recreation land
use areas) shall be located at an elevation above the applicable
adjacent 100-year water surface elevation for Donner Creek, Cold Creek,
and on-site ponds. The elevation of the lowest floor (including basements,
if applicable) for structures (buildings) shall be set a minimum of 1 foot
above the applicable adjacent 100-year water surface elevation for
Donner Creek, Cold Creek, and on-site ponds.
Timing/Implementation: Elevation information shall be depicted on
Tentative Final Maps prepared for project
phases. Site elevations to be verified and
certified prior to issuance of building permits.
Lowest floor elevations for buildings to be
verified and certified prior to issuance of
occupancy permits.
Enforcement/Monitoring: Town of Truckee Public Works/Engineering
Department
4.5 GEOLOGY AND SOILS
No changes were made to this section.
4.6 HAZARDS AND RISK OF UPSET
No changes were made to this section.
4.7 HYDROLOGY AND WATER QUALITY
No changes were made to this section.
4.8 BIOLOGICAL AND NATURAL RESOURCES
The following mitigation measure was added on page 4.8-61:
Coldstream Specific Plan Town of Truckee
Final Environmental Impact Report March 2014
4.0-30
4.0 MINOR REVISIONS TO THE EIR
MM 4.8.1h Prior to beginning restoration work in Cold Creek, the applicant will
coordinate with the U.S. Army Corps of Engineers and the U.S. Fish &
Wildlife Service to determine whether a new or updated Section 7
consultation is required to address potential impacts to Lahontan
cutthroat trout as a result of those restoration activities. If the agencies
determine that such consultation is required, the applicant will comply
with any conditions which result from that consultation.
Timing/Implementation: Prior to creek restoration activities
Enforcement/Monitoring: Town of Truckee Planning Division
4.9 HISTORIC AND CULTURAL RESOURCES
The following text changes have been made to page 4.9-4, first paragraph, of the PRDEIR:
Donner Memorial State Park is located adjacent to the western side of the project site. The
park contains archaeological resource CA-NEV-13/H, which is listed on the National Register
of Historic Places and is also National Historic Landmark #66000218. In addition, the park,
along with the Donner (or Pioneer) Monument, is also listed on the California Register of
Historical Resources as California Historical Landmark #134. The park memorializes the
Donner Party’s 1846–1847 ill-fated attempt to travel over Walker Pass by wagon and the
resulting suffering and loss of life. This park offers opportunities for camping, picnicking,
boating, fishing, water-skiing, and hiking. In winter, visitors can cross-country ski and
snowshoe on trails. The park includes the Emigrant Trail Museum and Pioneer Monument, built
to commemorate those who emigrated to California from the east in the mid-1800s.
Included in the museum are displays and information about the Donner Party. The park
encompasses Scallenberger Ridge to the south of Donner Lake. The Pioneer Monument,
Emigrant Museum, and historical Murphy Cabin are located approximately 600 feet to the
west of the western boundary of the project site
4.10 VISUAL RESOURCES/LIGHT AND GLARE
The following text changes have been made to page 4.10-1, last paragraph, of the DEIR:
Uses adjacent to the project site vary from undeveloped open space to urban uses (see
Figures 3.0-3 and 4.10-2). On the north, Interstate 80 (I-80) borders the site but is shielded from
view by substantial vegetation and stands of trees. There is some commercial development
immediately northwest of the project site including two gas stations, a Holiday Inn, and
another small motel. In addition, the Deerfield Drive and Boulders residential neighborhoods
are located northeast and east of the project site, respectively. These neighborhoods are
characterized by older suburban homes, and in the case of Boulders, newer attached
residential units. South of the project site are undeveloped, naturally vegetated land and the
Union Pacific railroad line.
The following text changes have been made to page 4.10-16 of the DEIR:
Town of Truckee Coldstream Specific Plan
March 2014 Final Environmental Impact Report
4.0-31
4.0 MINOR REVISIONS TO THE EIR
TABLE 4.10-1
MAXIMUM ALLOWABLE STRUCTURE HEIGHT
Zoning District Maximum Height Limit
Village Mixed-Use Commercial (MUC) 50 feet or 3.5 stories, whichever is less1
Village Green Residential (VGR) 35 25 feet or 3 stories, whichever is less1
Village Green Small Lot (VSL) 35 feet or 3 stories, whichever is less1
Lakeside Residential (LR) 35 feet or 2 stories, whichever is less1
Forest Residential (FR) 35 feet or 3 stories, whichever is less1
Recreation (REC) 50 feet or 3.5 stories, whichever is less1
Open Space (OS) 24 feet
Source: SCO et al., 2009
Notes:
1. Measured from highest point of structure to average, natural grade, and not including chimney height. See Truckee Development
Code, Chapter 18.30.090.
The following text changes have been made to page 4.10-26, third paragraph, of the DEIR:
The existing commercial uses northwest of the project site would not be significantly buffered
from the proposed commercial and retail development within the Village Mixed-Use
Commercial (MUC) zoning district. The existing uses include two gas stations that are each
one story and a Holiday Inn of two three stories (see Figure 4.10-2). The maximum height of
the proposed uses within the MUC zoning district would be 50 feet or 3.5 stories. Although the
proposed uses could be taller than the existing uses, they would be similar in nature and
would be compatible in terms of aesthetics.
4.11 COMMUNITY SERVICES
The following text changes have been made to page 4.11-7, last paragraph, of the DEIR:
TTPD has mutual assistance agreements with the California Highway Patrol (CHP), which
provides policy police protection on all state and county roadways in Nevada County. The
CHP and the Town of Truckee Police Department provide reciprocal backup protection as
needed.
The following text changes have been made to page 4.11-14, third paragraph, of the DEIR:
The proposed project would pay a recreation impact fee for each newly created parcel
(including residential and nonresidential parcels) rather than dedicating parkland meet its
Quimby Act obligations through payment of recreational impact fees and/or dedication of
parkland. Additionally, the TDRPD would receive property tax revenue from all types of
development on the project site. The recreation impact fee program would help reduce
impacts to TDPRD facilities. Therefore, impacts to parks and recreational facilities are
considered less than significant.
The following text changes have been made to page 4.11-15 of the DEIR:
MM 4.11.3.2 Prior to the finalization of exact trail alignments through the project site,
the project applicant shall coordinate with California Department of Parks
Coldstream Specific Plan Town of Truckee
Final Environmental Impact Report March 2014
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4.0 MINOR REVISIONS TO THE EIR
and Recreation staff and Town staff to ensure compatibility of trail
alignment and compatibility of uses on the connected trails. If deemed
necessary, trail alignments shall be modified in cooperation with the
California Department of Parks and Recreation. Trail connection points to
Donner Memorial State Park trails will include signage notifying trail users of
their entrance to Donner Memorial State Park and the associated rules
and regulations of the park.
Timing/Implementation: Prior to finalization of project trail alignments
Enforcement/Monitoring: Town of Truckee Planning Division; California
Department of Parks and Recreation
The following text changes have been made to page 4.11-20, first paragraph, of the DEIR:
The TTUSD is authorized by state law (Government Code Section 65995-6) to levy a school
facility impact fee. The fee for new residential construction is $2.63 per square foot of
residential construction. The fee for commercial construction is $0.42 per square foot. The
fees are used for the purpose or of funding the reconstruction or construction of new school
facilities. The school facility impact fee schedule is based on current state law and
Government Code 65996, which states that the “development impact fees authorized by SB
50 are deemed to be ‘full and complete school facilities mitigation’ for the impact caused
by new development on school facilities.” This applies regardless of school capacity or
overcrowding issues.
4.12 UTILITIES AND SERVICE SYSTEMS
The following changes are made to page 4.12-1, third paragraph, of the DEIR:
A portion of Truckee River water is stored in federal and non-federal reservoirs located in
California. The federal reservoirs are Lake Tahoe and Prosser Creek, Boca, Stampede, and
Martis Creek reservoirs. The non-federal reservoirs (natural lakes with some storage created by
man-made dams) are Independence Lake (owned and operated by Sierra Pacific) and
Donner Lake (owned and operated by the Truckee Meadows Water Authority Sierra Pacific
and the Truckee-Carson Irrigation District). Collectively, these reservoirs are referred to as
Truckee River reservoirs. Operation of the reservoirs allows distribution of water in the Truckee
River system throughout the year (Bureau of Reclamation, 2008).
The following changes have been made to page 4.12-2, second paragraph, through page
4.12-4, fourth paragraph, of the DEIR:
TRUCKEE DONNER PUBLIC UTILITY DISTRICT
Water service to the project site would be provided by the Truckee Donner Public Utility
District (TDPUD). TDPUD operates three two water systems in Truckee: the Hirschdale System,
and the Truckee System, and the Lahontan System. The Lahontan System is owned by Placer
County Water Agency (PCWA) and is operated by TDPUD under contract with PCWA. In
addition to the three systems operated by TDPUD, there are two other water systems within
the Truckee, The Donner Lake and Glenshire, and Lake systems, which are owned and
operated by other districts, were acquired by TDPUD in 2001 and 2002, respectively, and
have both been integrated in TDPUD’s Truckee system. Projects have been under way since
2005 to combine all of these systems into one single entity under TDPUD (TDPUD, 2004). The
Town of Truckee Coldstream Specific Plan
March 2014 Final Environmental Impact Report
4.0-33
4.0 MINOR REVISIONS TO THE EIR
water system serving the Lahontan subdivision is owned by the Placer County Water Agency
(PCWA) and is currently operated by the Northstar Community Services District (NCSD) under
contract with PCWA. It is known as the PCWA Zone IV system.
TDPUD has prepared a Water Master Plan, which serves as a planning tool to assist TDPUD to
identify existing deficiencies and budgeting for corrections of such deficiencies; anticipate
areas where growth is likely to occur, consistent with the general plans of the Town, Nevada
County, and Placer County, and identify system improvements necessary to serve such
growth; and analyze TDPUD’s current facilities fees and set future fees.
Service Area
The Water Master Plan divides the Town of Truckee into several planning areas. The project
site is located in the Deerfield Drive Gateway Planning Area, which encompasses the area
south of the Tahoe Donner subdivision, west of the downtown area, and east of Donner
Lake. TDPUD provides water service to most of the Town of Truckee as well as to the nearby
areas of Nevada County and Placer County outside of the Town of Truckee boundaries.
TDPUD utilizes groundwater exclusively as its source of water supply.
Water Sources
TDPUD acquires water from the Martis Valley Groundwater Basin. This low-lying basin consists
of approximately 57 square miles and is completely contained within the larger watershed of
approximately 167 square miles. The Martis Valley Groundwater Basin has a total subsurface
storage volume of 484,000 acre-feet and is made up of three aquifers composed of
sediments and volcanic deposits nearly 1,000 feet thick (TDPUD, 2005). Infiltration from
surface water and precipitation supplies the aquifer systems, which in turn feed the wetland
areas. Annual groundwater recharge depends heavily on snowmelt in the late spring and
early summer. The basin-wide annual recharge is estimated at 29,165 acre-feet per year
(Town of Truckee, 2006).
Water Supply Facilities
The TDPUD currently utilizes groundwater exclusively as its source of water supply. Historically,
TDPUD used a series of springs for water, but due to water quality various concerns, these
springs are no longer in active service. The TDPUD holds water rights to these sources and
reserves the right to utilize them in the future if necessary.
TDPUD prepared a Ground Water Management Plan in 1995, which identifies the safe yield
of the Martis Valley Aquifer, TDPUD’s primary source of groundwater. Given the occupancy
and water use characteristics, TDPUD determined that the aquifer will provide adequate
supply to meet the project’s demands through buildout (SCO et al., 2009, pg. 5.2).
In January 2011, preparation began on an updated groundwater management plan and a
finite element model for the Martis Valley Groundwater Basin. This project is jointly funded by
NCSD, PCWA, TDPUD, and the US Army Corps of Engineers. Completion of this work is
currently expected by the end of 2012. On April 6, 2011, TPTUD’s Board of Directors adopted
a resolution of intent to update the Martis Valley Groundwater Management Plan.
TDPUD also maintains 1,530 line valves, 870 fire hydrants, 130 air release valves, 100 blow-off
valves, and 20 pressure-reducing stations (TDPUD, 2005).
Coldstream Specific Plan Town of Truckee
Final Environmental Impact Report March 2014
4.0-34
4.0 MINOR REVISIONS TO THE EIR
The water distribution system in the Town of Truckee includes pipes ranging in size from 14-inch
mains down to 2-inch mains. The entire distribution system consists of approximately 195 miles of
pipe. Single-family residential uses are charged a flat rate for monthly services. Unlike single-
family units, multi-family units and commercial units are billed monthly based on individual
meter readings.
TDPUD provides water service to nearby areas of Nevada County and Placer County outside
of the Town of Truckee boundaries. The TDPUD system includes about 216 miles of pipe
ranging from 2 inches to 24 inches in diameter. Approximately 90 percent of the TDPUD’s
connections are equipped with a water meter. TDPUD bills these customers (including single-
family residential) on a volumetric basis in accordance with AB 2572. TDPUD has also
undertaken a program to install meters on the remaining properties within the next few years.
Well Facilities
TDPUD has several 13 potable water wells in service, including the Prosser Heights Well,
Prosser Annex Well, Glenshire Drive Well, and Sanders Well. TDPUD will determine which wells
would be used for the proposed project upon construction. These wells are used to supply
water throughout the service area, including the project site.
Pumping Facilities
The water system includes a number of pumping facilities serving the various pressure zones
throughout the TDPUD water supply boundaries. There are 27 25 pumping stations with a
total of 66 pumps including 12 well pumps, 40 booster pumps, and 14 hydro-pneumatic
system pumps.
Storage Facilities
There are 26 33 storage tanks in the TDPUD water system with a total capacity of
±6,2359,500,000 gallons. All of the tanks, except one, are constructed of steel, either welded
or bolted. In conjunction with these storage tanks, there are a number of pumping facilities
serving the various pressure zones throughout TDPUD water supply boundaries.
Treatment Facilities
Because TDPUD relies solely on groundwater sources of generally very high quality, extensive
treatment is not required. With one exception, the only treatment process used is chlorine
disinfection. All but one of the chlorination installations uses All disinfection facilities utilize
liquid sodium hypochlorite solution., with one gas chlorine installation at Hirschdale. TDPUD is
considering options for arsenic treatment systems in anticipation of reductions in state and
federal maximum concentration levels for arsenic (SCO et al., 2009, pg. 5.2). Arsenic removal
equipment is installed at the Hirschdale and Northside wells to ensure that the finished water
supplied to customers is in compliance with state and federal standards.
Supervisory Control and Data Acquisition (SCADA)
TDPUD’s water system includes a computerized Supervisory Control and Data Acquisition
(SCADA) system to aid in system operation. The SCADA system allows operators to remotely
check system status, collect and store important system data, and actually operate the
system from computer workstations in the TDPUD office or in the field using portable
computer equipment. The system uses radio communication between water system facilities
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March 2014 Final Environmental Impact Report
4.0-35
4.0 MINOR REVISIONS TO THE EIR
and the SCADA control center. Virtually all water system facilities are connected to the
SCADA system including wells, pumps, and storage tanks. Operators can access information
in real time such as which wells and booster pumps are in operation and the water level in
each of the tanks.
WATER SUPPLY DEMANDS
TDPUD Service Area Water Supply Demands
As part of the Water Master Plan, TDPUD predicted present and future water demands for its
entire service area. For the purpose of the Master Plan, a maximum day demand of 900
gallons per day (gpd) per single-family residential unit was adopted. Equivalent dwelling
units (EDUs) for both residential and commercial water uses were computed for present and
buildout conditions for TDPUD. In 1997, TDPUD’s projected water system demand at buildout
was 20,583 EDUs.
TDPUD adopted an Urban Water Management Plan (UWMP) in November 2005 (TDPUD,
2005)2011. The UWMP provides information on the current water supply and water use, as
well as demand figures for the Town of Truckee, which is used in this Draft EIR. According to
the 2005 2011 UWMP, average annual water use in the Town of Truckee in 2005 2010 was 6.64
10.17 million gallons per day (mgd), with a peak of 12.61 21.88 mgd. Town per capita water
use has been trending upward for 20 years. Water demand increased at an average rate of
7.2 percent per year from 1997 through 2001. The demand greatly increased in 2001 and
2002 because the Donner Lake and Glenshire water systems were acquired by TDPUD at
that time.
TDPUD gives the following average day water demand values utilized by the district for
planning purposes:
TABLE 4.12.1-1
PLANNING-LEVEL WATER DEMANDS
Type Unit Demand
Hotel/Lodging 234 gal/room/day
Commercial/Retail 0.4 gal/SF/day
Multi-Family Residential 455 gal/unit/day
Single-Family Residential 505 gal/unit/day
Source: Kaufman, 2009
TDPUD has a current had a 2010 requirement for source of supply of ±4,731 6,600 gallons per
minute (gpm) averaged over the maximum use day. TDPUD currently has source capacity of
7,879 9,740 gpm. However, due to limitations in pumping and transmission, only 5,824 gpm
are available to the water system. This supply is not limited by pumping or transmission
facilities. At buildout, the source demand is estimated to be ±12,25514,100 gpm. The Water
Master Plan anticipated the construction of additional sources of supply for a total capacity
of 13,974 gpm at buildout (SCO et al., 2009, pg. 5.1).
The following changes are made to page 4.12-8, third through seventh paragraphs, of the DEIR:
Coldstream Specific Plan Town of Truckee
Final Environmental Impact Report March 2014
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4.0 MINOR REVISIONS TO THE EIR
The existing TDPUD water system extends in a long radial system. Development of the project
site would provide the opportunity for TDPUD to loop TDPUD’s Deerfield Drive Gateway
planning area (which includes the project site) system (SCO et al., 2009, pp. 5.1–5.2).
Water service to the project site would be supplied from TDPUD’s well system. A new
transmission line would need to be constructed from the well to the project site. The
proposed location would require off-site improvements along the northern portion of the
project site. As shown in Figure 3.0-17, connections to the existing 12-inch water lines occur in
the northwestern portion of the project site, and a realignment connecting to the existing 8-
inch water lines occurs along the northern portion of the project site. North Donner Pump
Station Number 1a and a water line upgrade from the Donner Lake system would be
located along the northwestern portion of the project site. Finally, the Deerfield Pump
Station, which lies on the northeastern side of the project site, is planned to be replaced
upon project implementation (SCO et al., 2009, p. 5.4). Off-site improvements would occur
within the existing roadways (Donner Pass Road, Coldstream Road, Deerfield Drive), would
not result in any impacts to natural resources, and would be subject to construction
mitigation measures identified in this Draft EIR.
The proposed project’s water distribution system would be designed in conformance with
the provisions of the TDPUD Water Master Plan. The system would also be designed to be
compatible with the future regional distribution facilities as identified in the Town of Truckee
General Plan for the project site.
Each portion of the overall water system would be constructed and installed during each
phase of development within the project site. Wells and distribution lines of 6-, 8-, 10-, and 12-
inch water mains would be required. These lines would be located within the roadway right-
of-way. The final configuration of wells may vary depending upon water quantity
requirements of development phasing.
Fire flow requirements for the proposed project would be a minimum of 1,000 1,500 gallons per
minute (gpm) for residential uses and 1,500 2,500 gpm for commercial uses sustained over a
two-hour period (Bena, 2009). One or more water storage tanks may be required to provide
fire protection, pressure regulation, and diurnal supply (TDPUD, 2009). If these tanks are
required, installation will be subject to separate environmental review. The proposed project’s
water distribution system design would be required to meet TDPUD and Truckee Fire Protection
District standards for fire flow.
The following changes are made to page 4.12-10, first through fourth paragraphs, of the DEIR:
The Truckee Sanitary District (TSD) currently operates under the Sanitary District Act of 1923.
TSD is the public agency responsible for the collection and conveyance of wastewater in the
Truckee Basin, an area of approximately 38 square miles. Wastewater collected by TSD is
conveyed to the Tahoe-Truckee Sanitation Agency (TTSA) facilities located east of the Town
of Truckee. TSD operates and maintains approximately 300 miles of gravity pipelines
containing 4,5002,700 manholes, 8 miles of pressure pipeline, 139 main lift stations, and 2822
smaller lift stations. TSD is a public agency, governed by a five-member board of directors.
Funding is accomplished in the following manner (SCO et al., 2009, p. 5.4):
• Administrative costs are funded through tax revenues received from Nevada and
Placer counties.
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March 2014 Final Environmental Impact Report
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4.0 MINOR REVISIONS TO THE EIR
• Operation and maintenance costs are funded through the collection of user fees,
which are collected semiannually.
• Capital improvement projects are funded through the collection of connection fees,
which are collected at the time of connection to the sanitary sewer system.
As illustrated in Figure 3.0-17, TSD presently has facilities within the project site. These facilities
consist of a 12-inch line that extends from the Donner Lake area east to Lift Station 1A the
North Donner Pump Station on Deerfield Drive. A 10-inch force main then continues east
from the pump station along the north boundary of the project site and connects to a 12-
inch gravity line near the northeast corner of the property. A separate Sub O pump station
Deerfield Pump Station is located west of the end of the paved section of Deerfield Drive.
From the Deerfield Pump Station, a 6-inch force main extends east and discharges directly
into connects to the 12-inch gravity line near the 10-inch force main connection. The 10-inch
main This 12-inch gravity line then continues east, intersects with another line north of
Interstate 80, and continues along Donner Creek and West River Street, eventually crossing
the Truckee River.
TSD staff has indicated that there is adequate capacity in the existing wastewater collection
infrastructure to serve the project site (Tresan, 2009). This statement is supported in a detailed
Sewer Capacity Analysis of these facilities prepared by GW Consulting Engineers dated May
2002 (SCO et al., 2009, p. 5.4). TSD staff has advised that once improvements are installed
within the project site, the Deerfield Pump Station would be abandoned and the small
number of lots currently served by that pump station would tie into the Coldstream sewer
system by way of a new sewer line. The new sewage lift station proposed on-site would
manage sewage generated by the proposed project and pump it to the 12-inch gravity line.
Future sewer improvements within the project site are anticipated to be constructed as
shown in Figure 3.0-17. These improvements include two connections to existing 68-inch
sewer lines in the northwestern portion, a realignment and connection to of an existing 10-
inch sewer line in the northern portion, and a proposed sewer lift station in the northwestern
portion of the project site, along with the proposed pump stations mentioned above. For
approximately 177 feet underneath the proposed project site, the 10-inch force main is split
into two parallel pipes of 8-inch and 12-inch diameters. There are five bypass ports located
on the force main as it passes through the project site.
The following changes are made to page 4.12-12, last paragraph, of the DEIR:
Standards for construction of sanitary sewer facilities are found in the TSD Code, Ordinance
1-982008. The TSD Code outlines TSD policy, provisions and regulations, fees and charges,
installation, inspection, and maintenance of sanitary sewer facilities.
The following changes are made to page 4.12-24, first paragraph, of the DEIR:
ELECTRIC SERVICE
Electric service in the area is currently provided by the Truckee Donner Public Utility District
(TDPUD), which has a diversified portfolio of electricity sources and obtains wholesale power
from a number of different entities, including Utah Associated Municipal Power Systems,
Northern California Power Agency, and Western Area Power Administration. receives its
electricity from Idaho Power. Electricity would be supplied from TDPUD’s Truckee substation
with a backup supply from the Martis Valley substation. Electric service will be supplied from
the District’s Donner Lake Substation. During contingencies, backup supply can be provided
Coldstream Specific Plan Town of Truckee
Final Environmental Impact Report March 2014
4.0-38
4.0 MINOR REVISIONS TO THE EIR
from the District’s Tahoe Donner, Truckee, or Martis Valley substations as required. TDPUD
typically requires that applicants cover all costs associated with the design and installation of
electrical infrastructure, including TDPUD materials and labor. Per District policy, all costs
associated with the extension of electric service including design and installation costs, shall
be at the expense of the applicant. These costs include District labor, materials, connection
fees, and facility fees.
TDPUD currently has overhead electrical transmission lines within the existing Deerfield Drive
right-of-way, on the north end of the project site. There is another overhead tap line
perpendicular to the Deerfield line that crosses Donner Creek and continues on to the north.
TDPUD staff has indicated that the project site can be served from existing facilities.
Additional electrical conductors may be required to serve the project site depending on the
extent of commercial components ultimately constructed. The District’s existing electric
facilities in the project area include overhead three-phase 12.47kV distribution lines along
Deerfield Drive and Coldstream Road, and an overhead crossing of Interstate 80 and
Donner Creek connecting to the distribution line on Deerfield Drive. These existing overhead
distribution lines will be required to be placed underground through the project area due to
substantial changes to the Deerfield Drive and Coldstream Road corridors as proposed by
the project. This work will be required in addition to the new underground electric facilities
necessary to serve the proposed commercial and residential portions of the project. All new
commercial and large-scale residential development requires the installation of
underground facilities (Schlosser, 2009). Per District policy, all multi-family dwellings,
commercial buildings, and land parcels that are to be divided into four or more individual
lots require the installation of underground electric facilities, regardless of location.
Underground electric facilities include below-grade and aboveground components.
Components that are located at grade or below include vaults, pull boxes, conduits, and
cables. Aboveground equipment generally consists of padmount switches, cable junction
enclosures, padmount transformers, and risers.
The following changes are made to page 4.12-25, first and second paragraphs, of the DEIR:
California Public Utilities Commission
The California Public Utilities Commission (CPUC) is the state agency that regulates investor-
owned utilities only. The CPUC has no jurisdiction over public utility districts such as the Truckee
Donner Public Utility District. The District is governed by a five-member Board of Directors
elected by the ratepayers. The Board has authority to set rates and fees for electric service.
However, the District has voluntarily adopted CPUC safety standards General Order 95 and
General Order 128 for overhead and underground electric line construction. regulates
privately owned electric, natural gas, telecommunications, water, railroad, rail transit, and
passenger transportation companies, in addition to authorizing video franchises. The CPUC
grants operating authority, regulates service standards, sets rates, and monitors utility
operations for safety, environmental stewardship, and public interest (CPUC, 2007, p. 10).
Traditionally, general rate cases have been the major form of regulatory proceeding for the
CPUC. General rate case applications may be filed every three years, and take about a year
to complete. The utility bases its revenue request on its estimated operating costs and revenue
needs for a particular future year. Customer rates will be based on the CPUC’s determination
of how much revenue the utility reasonably requires to operate (CPUC, 2007, p. 10).
Town of Truckee Coldstream Specific Plan
March 2014 Final Environmental Impact Report
4.0-39
4.0 MINOR REVISIONS TO THE EIR
4.13 POPULATION, HOUSING, AND SOCIOECONOMICS
The following changes are made to page 4.13-5 of the DEIR:
Ownership Affordability
The median price of housing in Truckee, as shown in Table 4.13-6 above, exceeds the
affordability range for all income categories except above moderate-income households.
To be able to afford to purchase a home at the median sales price, a household would
need to have an annual income of approximately $130,000 or 200 percent of the Nevada
County median family income. This indicates that there is an affordability gap for ownership
housing, even for above moderate-income households. Lower- and moderate-income
households may have trouble finding housing that they can afford to purchase (Town of
Truckee, 2009a).
The following changes are made to page 4.13-15, fifth paragraph, of the DEIR:
The project site has largely been used for mining in the past and does not contain a
significant number of existing residential units. There are a few is one residential units located
in the northern portion of the project site along the unpaved road extending from the
western terminus of Deerfield Drive. portion of Deerfield Drive, each of which is currently
occupied. These units This sole unit would be demolished as part of the proposed project,
resulting in the displacement of their the current occupants. However, the displacement of
these units this unit is not considered substantial, and the construction of replacement
housing would not be needed elsewhere. While possible off-site trails to the east would be
located adjacent to existing homes, installation of the trail would not necessitate the
removal of any housing.
4.14 GREENHOUSE GASES AND CLIMATE CHANGE
The following changes are made to page 4.14-17, last paragraph, of the DEIR:
MM 4.14.1 The project applicant shall include the following energy-efficient building
measure, to be applied to site development for each structure:
• Exceed California minimum energy efficiency standards (Title 24, Part
6) by 15 percent or more at the time of building permit issuance.
• Comply with standards that are in effect at the time of building permit
issuance or provide a 15 percent reduction from current (2011) Title 24,
Part 6 standards, whichever is more stringent.
Timing/Implementation: Prior to issuance of building permits
Enforcement/Monitoring: Town of Truckee Planning Division
5.0 CUMULATIVE IMPACTS SUMMARY
No changes were made to this section.
Coldstream Specific Plan Town of Truckee
Final Environmental Impact Report March 2014
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4.0 MINOR REVISIONS TO THE EIR
6.0 ALTERNATIVES TO THE PROJECT
No changes were made to this section.
7.0 LONG-TERM IMPLICATIONS OF THE PROJECT
No changes were made to this section.
8.0 REPORT PREPARERS
No changes were made to this section.
Town of Truckee Coldstream Specific Plan
March 2014 Final Environmental Impact Report
4.0-41
4.0 MINOR REVISIONS TO THE EIR
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Coldstream Specific Plan Town of Truckee
Final Environmental Impact Report March 2014
4.0-42
APPENDICES
APPENDIX A COLD
CREEK RESTORATION PLANS
APPENDIX B REVISED TRAFFIC ANALYSIS