J. 2035 LQGP EIR Response to CommentsTerra Nova/La Quinta General Plan EIR
Technical Appendices
APPENDIX J
Final Environmental Impact Report
(Response to Comments)
Prepared For
City of La Quinta
78-495 Calle Tampico
La Quinta, CA 92253
Prepared by
Terra Nova Planning and Research, Inc.
42635 Melanie Place, Suite 101
Palm Desert, CA 92211
November 2012
J-1
FINAL ENVIRONMENTAL IMPACT
REPORT
(SCH # 2010111094)
FOR THE
CITY OF LA QUINTA GENERAL
F-
Terra Nova Planning & F
42635 Melanie Plac
Palm Desert, CA
November 2012
PLAN
Prepared For
City of La Quinta
78-495 Calle Tampico
La Quinta, CA 92253
Prepared By
Terra Nova/La Quinta General Plan
Final EIR
FINAL EIR
RESPONSE TO COMMENTS
ON THE
ENVIRONMENTAL IMPACT REPORT
FOR THE
CITY OF LA QUINTA GENERAL PLAN
NOVEMBER, 2012
CITY OF LA QUINTA, CALIFORNIA
STATE CLEARINGHOUSE NO.2010111094
AGENCY COMMENTS/RESPONSE TO COMMENTS
The Response to Comments on the Draft EIR for the La Quinta General Plan project has been
prepared in accordance with Section 15088, 15089 and 15132 of the California Environmental
Quality Act (CEQA) Guidelines. The following agencies and interested parties have commented
on the Draft EIR. Please note that Section I contains verbatim comments from agency and other
interested parties, and subsequent responses. Section II contains the full text of commenting
agency correspondence.
Terra Nova/La Quinta General Plan
Final EIR
SECTION I: Page
Commenting Agencies/Parties and Responses
A.
State Clearinghouse Closing Letter - Office of Planning and Research
5
B.
Native American Heritage Commission
6
C.
Riverside County Airport Land Use Commission
9
D.
South Cost Air Quality Management District
12
E.
City of Coachella
15
F.
Coachella Valley Water District
18
G.
Endo Engineering
25
H.
City of Indio
36
I.
County of Riverside Transportation and Land Management Agency
43
J.
Coachella Valley Mosquito and Vector Control District
46
K.
Riverside County Transportation Planning Department
49
L.
Hoffman Land Development
50
M.
Agua Caliente Band of Cahuilla Indians
52
SECTION II: Commenting Agencies/Parties Letters
A. State Clearinghouse Closing Letter - Office of Planning and Research
B. Native American Heritage Commission
C. Riverside County Airport Land Use Commission
D. South Cost Air Quality Management District
E. City of Coachella
F. Coachella Valley Water District
G. Endo Engineering
H. City of Indio
I. County of Riverside Transportation and Land Management Agency
J. Coachella Valley Mosquito and Vector Control District
K. Riverside County Transportation Planning Department
L. Hoffman Land Development
M. Agua Caliente Band of Cahuilla Indians
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Final EIR
FINAL
ENVIRONMENTAL IMPACT REPORT
CITY OF LA QUINTA GENERAL PLAN
SECTION I
RESPONSE TO COMMENTS
The following comments were received on the Draft EIR transmitted to various public agencies
and interested parties. These comments concern aspects of the Draft EIR, including clarification
of information, adequacy of analysis, and similar issues. Related comments may occasionally be
combined to allow one response to address these related questions. The following responses have
been prepared to address issues raised in the agency/interested party comments.
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A. CALIFORNIA STATE CLEARINGHOUSE
Comment A-1: The State Clearinghouse submitted the above named Draft EIR to selected
state agencies for review. On the enclosed Document Details Report
please note that the Clearinghouse has listed the state agencies that
reviewed your document. The review period closed on August 27, 2012,
and the comments from the responding agency (ies) is (are) enclosed. If
this comment package is not in order, please notify the State
Clearinghouse immediately. Please refer to the project[ ten -digit State
Clearinghouse number in future correspondence so that we may respond
promptly.
Response A-1: Comment noted. The comments received from the Native American
Heritage Commission are addressed separately, under Response B, below.
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B. NATIVE AMERICAN HERITAGE COMMISSION
Comment B-1: This letter includes state and federal statutes relating to Native American
historic properties of religious and cultural significance to American
Indian tribes and interested Native American individuals as 'consulting
parties' under both state and federal law. State law also addresses the
freedom of Native American Religious Expression in Public Resources
Code F-5097.9. This project is also subject to California Government Code
Section 65352/3, et seq.
Response B-1: Comment noted.
Comment B-2: The California Environmental Quality Act (CEQA- CA Public Resources
Code 21000-21177, amendments effective 3/18/2010) requires that any
project that causes a substantial adverse change in the significance of an
historical resource, that includes archaeological resources, is a 'significant
effect' requiring the preparation of an Environmental Impact Report (EIR)
per the CEQA Guidelines defines a significant impact on the environment
as 'a substantial, or potentially substantial, adverse change in any of
physical conditions within an area affected by the proposed project,
including ... objects of historic or aesthetic significance." In order to
comply with this provision, the lead agency is required to assess whether
the project will have an adverse impact on these resources within the 'area
of potential effect (APE), and if so, to mitigate that effect. The NAHC
recommends that the lead agency request that the NAHC do a Sacred
Lands File search as part of the careful planning for the proposed project.
Response B-2: Comment noted.
Comment B-3: The NAHC "Sacred Sites,' as defined by the Native American Heritage
Commission and the California Legislature in California Public Resources
Code EE5097.94(a) and 5097.96. Items in the NAHC Sacred Lands
Inventory are confidential and exempt from the Public Records Act
pursuant to California Government Code C6254 (r ).
Response B-3: Comment noted.
Comment B-4: Early consultation with Native American tribes in your area is the best
way to avoid unanticipated discoveries of cultural resources or burial sites
once a project is underway. Culturally affiliated tribes and individuals may
have knowledge of the religious and cultural significance of the historic
properties in the project area (e.g. APE). We strongly urge that you make
contact with the list of Native American Contacts on the attached list of
Native American contacts, to see if your proposed project might impact
Native American cultural resources and to obtain their recommendations
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concerning the proposed project. Pursuant to CA Public Resources Code ❑
5097.95, the NAHC requests cooperation from other public agencies in
order that the Native American consulting parties be provided pertinent
project information. Consultation with Native American communities is
also a matter of environmental justice as defined by California
Government Code C65040.12(e). Pursuant to CA Public Resources Code
C5097.95, the NAHC requests that pertinent project information be
provided consulting tribal parties. The NAHC recommends avoidance as
defined by CEQA Guidelines ❑15370(a) to pursuing a project that would
damage or destroy Native American cultural resources and Section 2183.2
that requires documentation, data recovery of cultural resources.
Response B-4: As part of the preparation of the Cultural Resources Technical Study for
the General Plan (Appendix D of the DEIR), a written request was made
of the Native American Heritage Commission (March 22, 2010), for a
records search of the Commissions sacred lands file. The Commission
identified 13 Tribal representatives in its response, and all these
representatives were contacted in writing, and were asked to provide
concerns or comments on the General Plan Technical Study. In addition,
representatives of the August Band, the Cabazon Band, the Ramona Band,
the Santa Rosa Band and the Torres Martinez Band were contacted at that
time. One response was received from the Cabazon Band, stating that they
had no specific information regarding cultural resources in the area.
In addition, the City completed SB 18 consultation, and received one
response from the Cabazon Band, to which the City responded.
Comment B-5: Furthermore, the NAHC if the proposed project is under the jurisdiction of
the statutes and regulations of the National Environmental Policy Act (e.g.
NEPA; 42 U.S.C. 4321-43351). Consultation with tribes and interested
Native American consulting parties, on the NAHC list, should be
conducted in compliance with the requirements of federal NEPA and
Section 106 and 4(f) of federal NHPA (16 U.S.C. 470 et seq), 36 CFR Part
800.3 (f) (2) & .5, the President's Council on Environmental Quality
(CSQ, 42 U.S.0 4371 et seq. and NAGPRA (25 U.S.C. 3001-3013) as
appropriate. The 1992 Secretary of the Interiors Standards for the
Treatment of Historic Properties were revised so that they could be
applied to all historic resource types included in the National Register of
Historic Places and including cultural landscapes. Also, federal Executive
Orders Nos. 11593 (preservation of cultural environment), 13175
(coordination & consultation) and 13007 (Sacred Sites) are helpful,
supportive guides for Section 106 consultation. The aforementioned
Secretary of the Interior's Standards include recommendations for all 'lead
agencies' to consider the historic context of proposed projects and to
"research" the cultural landscape that might include the 'area of potential
effect.'
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Response B-5: Comment noted. The General Plan is not subject to NEPA.
Comment B-6: Confidentiality of "historic properties of religious and cultural
significance" should also be considered as protected by California
Government Code C-6254( r) and may also be protected under Section 304
of he NHPA or at the Secretary of the Interior discretion if not eligible for
listing on the National Register of Historic Places. The Secretary may also
be advised by the federal Indian Religious Freedom Act (cf. 42 U.S.C.,
1996) in issuing a decision on whether or not to disclose items of religious
and/or cultural significance identified in or near the APEs and possibility
threatened by proposed project activity.
Response B-6: Comment noted.
Comment B-7: Furthermore, Public Resources Code Section 5097.98, California
Government Code E27491 and Health & Safety Code Section 7050.5
provide for provisions for inadvertent discovery of human remains
mandate the processes to be followed in the event of a discovery of human
remains in a project location other than a'dedicated cemetery'.
Response B-7: Comment noted.
Comment B-8: To be effective, consultation on specific projects must be the result of an
ongoing relationship between Native American tribes and lead agencies,
project proponents and their contractors, in the opinion of the NAHC.
Regarding tribal consultation, a relationship built around regular meetings
and informal involvement with local tribes will lead to more qualitative
consultation tribal input on specific projects.
Response B-8: Comment noted.
Comment B-9: Finally, when Native American cultural sites and/or Native American
burial sites are prevalent within the project site, the NAHC recommends
'avoidance' of the site as referenced by CEQA Guidelines Section
15370(a).
Response B-9: Comment noted.
Terra Nova/La Quinta General Plan
Final EIR
C. RIVERSIDE COUNTY AIRPORT LAND USE
COMMISSION
Comment C-1: On page 111-99 of the Draft EIR, Bermuda Dunes Airport is variously
referred to as a "private airfield" or a "private airstrip." This is an incorrect
classification. Bermuda Dunes Airport should be described as a "privately -
owned public use airport." As a public use airport, Bermuda Dunes
Airport is subject to permitting requirements of the State of California
Department of Transportation Division of Aeronautics. Another
distinction between a public use airport and a private airstrip is that
Airport Land Use Commissions are required to prepare Airport Land Use
Compatibility Plans for the environs of public use airports. A handwritten
annotated copy of page 111-99 is attached hereto, and we would
recommend that the Final EIR incorporate the recommended changes.
Response C-1: Comment noted. The changes are hereby incorporated.
Comment C-2: A portion of the City of La Quinta located northerly of Fred Waring Drive
and westerly of Jefferson Street is within Compatibility Zone D and is
proposed for a land use designation of Low Density Residential (0 to 4
dwelling units per acre). This land use designation is not consistent with
Countywide compatibility criteria for Compatibility Zone D; however, as
this designation reflects an existing land use (a recorded tract map), a
finding of consistency could still be made by the Airport Land Use
Commission.
Response C-2: Comment noted.
Comment C-3: The current boundaries of the City of La Quinta lie outside the Airport
Influence Area for Jacqueline Cochran Regional Airport, but the sphere of
influence extends into this area and is included primarily in Compatibility
Zones D and E. Small portions of Compatibility Zones C and B 1 extend
into the area directly southwesterly of the Airport Boulevard/Harrison
Street intersection. This area is within the community of Vista Santa Rosa,
where the Commission has indicated a willingness to consider special
policies if large expanses of open area can be preserved in perpetuity.
(Please see the attached letter from the Airport Land Use Commission to
the Riverside County Planning Department regarding this issue.)
Response C-3: Comment noted.
Comment C-4: Pursuant to Section 21676(b) of the California Public Utilities Code,
"prior to the amendment of a general plan ... the local agency shall first
refer the proposed action to [ALUC]." At the appropriate time prior to
action (ideally before Planning Commission consideration, but definitely
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before City Council action), the new General Plan should be submitted to
the Airport Land Use Commission for a consistency review. (A copy of
the "Application for Major Land Use Action Review" form is attached, for
your convenience.)
Response C-4: Comment noted. As stated by the commenter, all property in the City
within the Bermuda Dunes area of influence is built out. The sphere of
Influence is not within the CityS jurisdiction, and Land Use designations
are pending preparation of a Master Plan. The Master Plan will be
submitted to ALUC for review at the time that it is prepared.
Comment C-5: We urge your consideration of the Countywide Policies of the 2004
Riverside County Airport Land Use Compatibility Plan, the 2004
Bermuda Dunes Airport Land Use Compatibility Plan, and the 2005
Jacqueline Cochran Regional Airport Land Use Compatibility Plan in
proposing land use designations for properties within the Airport Influence
Areas of these two airports. Additionally, the California Airport Land Use
Planning Handbook published by the State of California Department of
Transportation, Division of Aeronautics, is an excellent resource that
should be consulted in your efforts to provide for a General Plan that
furthers the objectives of airport land use compatibility planning. We
recommend that the chapter addressing "Responsibilities of Local
Agencies" be reviewed.
Response C-5: Comment noted.
Comment C-6: In situations where a jurisdiction's General Plan has not been determined
by ALUC to be consistent with applicable Airport Land Use Compatibility
Plans, ALUC is empowered to require submittal of all actions, regulations,
and permits (such as land divisions and development of structures with a
cumulative floor area of 20,000 square feet or greater) involving land
within an Airport Influence Area for individual determinations of
consistency or inconsistency. All major land use actions, with or without
legislative actions such as general plan amendments, specific plans and
specific plan amendments, and zoning changes, affecting land within the
Airport Influence Areas of Bermuda Dunes Airport and Jacqueline
Cochran Regional Airport are presently subject to ALUC review. ALUC
reviews for conformance with ALUCP compatibility criteria, including
land use intensity, noise, and height. (Once ALUC has determined a
jurisdiction's General Plan to be consistent, only those projects involving
general plan amendments, specific plans, specific plan amendments,
ordinance amendments, or zoning changes are subject to ALUC review.)
Response C-6: Comment noted. See comment C-4
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Comment C-7: The protection of airports from incompatible land use encroachments is
vital to California's economic future. ALUCs were created by the State of
California to work with local jurisdictions in a joint effort to provide for
compatible land uses in the vicinity of public use airports. ALUC staff is
available to assist the City in this effort in order to provide for a General
Plan that is consistent with adopted Compatibility Plans, and would be
happy to meet with you and City staff to discuss the General Plan and the
ALUC review process at your convenience.
Response C-7: Comment noted.
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Terra Nova/La Quinta General Plan
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D. SOUTH COST AIR QUALITY MANAGEMENT
DISTRICT
Comment D-1: Based on a review of the Draft EIR the lead agency has determined that
the proposed project will achieve its greenhouse gas (GHG) reduction
target of 10% below 2005 levels by 2020 and 28% below 2005 levels by
2035. Based on information presented on page IV-7 of the GHG
Reduction Plan the lead agency established BAU using historical growth
rates (2005 baseline data) within city limits. As a result, the lead agency
applied this same growth rate to land area outside of city limits and in the
projectN sphere of influence (SOI). However, it does not appear that the
land outside of the lead agencyS jurisdiction and in the SOI (see Figure I-
5 of Draft EIR) has a growth potential that is consistent with the growth
rates assumed in the BAU analysis. Specifically, it does not seem
appropriate to allocate the same growth rate to land in the city limits
boundary and land in the SOI boundary given the existing lower density
rural designation within the SOI. Therefore, the AQMD staff requests that
in light of a recent court ruling regarding BAU analysis' the lead agency
demonstrate that the BAU analysis properly captures the growth potential
in the cityN sphere of influence and provide clarification about the use of
this rate to establish the projects BAU emissions value.
Response D-1: The GHG Reduction Plan utilizes the growth rates as defined on page IV-
7 of the Plan to specify the projected rate of growth for each sector based
on historic data. The GHG Reduction Plan includes land uses within City
limits only and excludes the SOI, as the City has no jurisdiction over these
lands at this time. In the event that the SOI is annexed into the City, a SOI
specific GHG Reduction Plan would need to be prepared, or the existing
GHG Reduction Plan amended to address this increased territory.
As stated on page 39 of the La Quinta AQ/GHG Report prepared for the
La Quinta General Plan Update, the air quality analysis assumes that full
buildout of the proposed Land Use Plan occurs by 2035. This assumption
is both reasonable and practical within City limits. As the commentor
notes, full buildout of the SOI is also assumed for analysis purposes in
order to estimate the potential impact to air quality. BAU for the SOI is
based on the CityC General Plan Update land use designations, and is in
substantial conformance with the existing General Plan land use
designation for that area as well as the CountyLS Vista Santa Rosa Plan,
which currently governs development within the SOI. As such, the land
uses proposed for the SOI have been assigned for at least the past 10
years. Although the historic rate of growth within the SOI has been
minimal, land within the City limit is nearly built out and the land within
the SOI contains a majority of the developable land within the Planning
Area. It is therefore expected that the SOI will be the next area of growth.
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Terra Nova/La Quinta General Plan
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In order to evaluate impacts from implementation of the General Plan
Update, full buildout of the Planning Area, including City Limits and the
SOI is analyzed in the AQ/GHG Report and the EIR.
Comment D-2: The lead agency indicates that the population, housing and employment
growth rates in the GHG Reduction Plan were provided by the Southern
California Association of Government (SCAG). However, the lead agency
does not provide any quantitative analyses or measures to demonstrate that
the project is consistent with the recent Sustainable Community Strategy
(SCS) adopted by the SLAG. Therefore, the final CEQA document should
provide a quantified analysis demonstrating consistency with the 2012
Regional Transportation Plan/SCS.
Response D-2: Table 19 of the GHG Reduction Plan provides detailed information on the
use of SCAG growth forecasts to project future year trends in
demographics within the City of La Quinta. Growth rates in the GHG
Reduction Plan are based on the mraft Integrated Growth Forecasts❑
released May 2011 by SCAG. The mraft Integrated Growth Forecasts❑
were subsequently used as the basis for establishing growth projections for
the 2012 RTP/SCS. As such, growth rates set forth within the GHG
Reduction Plan are consistent with the growth forecasts presented by
SCAG in the RTP/SCS.
Comment D-3: The lead agencyN operational air quality analysis demonstrates significant
air quality impacts from all criteria pollutant emissions including NOx,
SOx, CO, VOC, PM10 and PM2.5 emissions impacts. These impacts are
primarily from mobile source emissions related to vehicle trips associated
with the proposed project. However, the lead agency fails to adequately
address this large source of emissions. Specifically, the lead agency
requires nominal mitigation measures in the Draft EIR that lack emission
reduction targets and specificity relative to the mobile source emissions.
Therefore, the lead agency should reduce the projectC significant air
quality impacts by reviewing and incorporating additional transportation
mitigation measures from the greenhouse gas quantification report2
published by the California Air Pollution Control Officer❑ Association
and by revising mitigation measures 1 through 6 on page III-35 of the
Draft EIR to provide specific emission reduction targets in the Final EIR.
Further, the lead agency should be mindful of significant mobile source
reductions that are needed in the near future for the South Coast Air Basin
to achieve Federal Clean Air Standards by 2023 and 20303.
Response D-3: As stated on page III-33 of the DEIR, the General Plan requires adoption
of the GHG Reduction Plan in order to mitigate for impacts to air quality
resulting from transportation, among other sectors. Feasible mitigation
measures have also been included in the DEIR. Pages V-6 through V-8,
and V-10 of the GHG Reduction Plan identify specific transportation
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related measures that will substantially reduce air quality emissions
(criteria pollutants and GHGs). These include measures set forth in the
CAPCOA Report. Quantifiable reductions for the transportation sector are
provided in Table 26 of the GHG Reduction Plan. While the reduction to
GHGS are highlighted and presented in terms of CO2e reduction, it
should be understood that these measures will also substantially reduce
emissions of criteria pollutants. Adoption of the comprehensive GHG
Reduction Plan is expected to be sufficient to limit air quality emissions to
the greatest extent practicable.
Comment D-4: The lead agency determined that the proposed project will exceed the
CEQA regional construction significance thresholds; therefore, AQMD
staff recommends that the lead agency provide the following additional
mitigation measure pursuant to CEQA Guidelines Section 15126.4.
Require the use of 2010 and newer diesel haul trucks (e.g., material
delivery trucks and soil import/export) and if the lead agency determines
that 2010 model year or newer diesel trucks cannot be obtained the lead
agency shall use trucks that meet EPA 2007 model year NOx and PM
emissions requirements.
Response D-4: Comment noted. Mitigation measure #2 on Page III-33 of the DEIR will
be amended pursuant to the above comment.
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E. CITY OF COACHELLA
Comment E-1: The Preferred Alternative Land Use Plan (Exhibit I-5) shows the entire
geographic area bounded by Jackson Street, Airport Boulevard, Harrison
Street and the Coachella City boundary as "Low Density Residential"
except for two areas of "Community Commercial' at SW corner of Van
Buren and Avenue 53, and on the west side of Harrison Street between
Airport Boulevard and Avenue 60. (north of Avenue 54). The City is
concerned about this blanket designation for the following reasons.
a) The preferred land use plan deviates from the Vista Santa Rosa Land
Use Concept Plan (VSRLUCP) with respect to the clustering of
densities at the Village Center near Coachella Valley High School.
The City of Coachella believes that "Medium High Density
Residential", "High Density Residential", "Village Center" and
"Community Center" uses identified in the VSRLUCP at Calhoun
Street and Airport Boulevard are beneficial to the long term quality of
life in the area. The City of Coachella would encourage the creation of
a neighborhood center similar to what is envisioned in the VSRLUCP
in order to reduce vehicular trips for the commercial needs of nearby
residents, and to have a cluster of density near the existing High
School to promote walking routes to school.
b) The intersection of Van Buren Street and Avenue 52 in Coachella has
approximately 160 acres of undeveloped land designated for General
Commercial use. Commercial land developers have studied this
intersection future node for regional commercial and medical office
uses. This area has the potential to become a significant employment
center. The City of Coachella is in favor or designating the land north
of Avenue 53 and east of Calhoun Street to include "Medium Density"
and "High Density" Residential uses to cluster homes near this future
employment center.
Response E-1: Comment noted. As described on page I-19, the Low -Density Residential
land use designation applied to the area described above and throughout
the eastern Sphere -of -Influence is assigned in anticipation of the
preparation of a Master Plan required prior to annexation of the area. Page
III-129 indicates that, prior to annexation into the City, the General Plan
will require the preparation of a Master Plan of development to further
evaluate the plan S consistency with the Vista Santa Rosa (VSR) Land Use
Concept Plan and to assure that future development reflects the desires of
the community.
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The Preferred Land Use Map provides for General Commercial
development at several locations, including those at the intersection of
Airport Blvd. and Monroe St., the intersection of Avenue 53 and Van
Buren St., and along Harrison St. between Airport Blvd. and Avenue 60.
Additional commercial centers, including those proposed in the Vista
Santa Rosa Land Use Concept Plan will be evaluated as part of the Master
Plan process.
Comment E-2: The proposed roadway diagram for Harrison Street south of Airport
Boulevard is shown as a Major Arterial consisting of six lanes with a
raised median. Please note that the City of Coachella has approved a
policy document for Harrison Street between Avenue 54 and Highway I I I
("Harrison Street Corridor Study") that calls for a de-emphasized roadway
with four lanes of travel and parallel parking on the street. It is our desire
to shift regional traffic onto Van Buren Street and Calhoun Street as future
north -south arterial streets within Coachella. In addition to anticipated
future commercial uses and possible expansion of the Augustine Casino,
the Van Buren and Calhoun Street corridors will provide connectivity
between planned community parks at Van Buren and Avenue 49 (Rancho
Las Flores) and at Avenue 50 and Calhoun Street (La Colonia Park). The
City of Coachella would encourage policies that would require a
transitioning section of Harrison Street between Avenue 58 and Airport
Boulevard to reduce the number of lanes for north -bound traffic into
Coachella.
Response E-2: Comment noted. Traffic modeling was conducted to evaluate roadway
conditions at General Plan buildout (year 2035); the results are shown in
Table III-48 of the Draft EIR. The La Quinta General Plan traffic model is
a focused version and extension of the latest RivTAM model. The analysis
conducted by the City (and the County) indicates that Harrison Street
between Airport Boulevard and Avenue 58 will operate at an unacceptable
Level -of -Service (LOS F) even when constructed as an 8-lane Augmented
Major roadway with a capacity of 76,000 ADT. While this segment is
south of the Coachella segment between Avenue 54 and Highway 111, the
projected traffic volumes and existing and long-term circulation pattern
imply that traffic volumes higher than those that can be accommodated on
a divided four lane roadway could eventually occur along the referenced
Coachella segment of Harrison Street.
Ongoing focus and coordination of Harrison Street operations will be
required to assure that the La Quinta and other segments operate at LOS D
or better in 2035. Prior studies conducted by the County raised the
potential of grade -separated intersections to enhance capacity. The
General Plan Update identifies additional recommendations for increasing
peak hour traffic volumes, including the implementation of well -
coordinated traffic signals, improved access control, and uniform travel
speeds.
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The City of Coachella comment indicates that it will shift Harrison Street
traffic west to reduce demand for capacity along the Coachella segment of
Harrison Street. However, it should be noted that the La Quinta General
Plan designates Van Buren Street as a 4 lane Primary Arterial within a
108-foot right-of-way, which substantially conforms with the County
General Plan Circulation Element for this roadway. To the extent
projected future Harrison Street traffic volumes can be shifted westward to
Van Buren Street, neither the La Quinta nor County General Plans
designate this roadway with sufficient capacity to absorb long-term traffic
projected for Harrison Street.
Comment E-3: The draft Circulation Element diagram as shown in Exhibit III-18
identifies the major roadway arterials on the traditional section lines
throughout La Quinta's sphere of influence (i.e., Avenue 54, Airport
Boulevard, Jackson Street, Van Buren Street, Avenue 58, and Avenue 60,
etc.). While a majority of Coachella's arterials have not been developed,
we see this as an opportunity to enhance connectivity by including the 1/2-
mile connecting roadways as much as possible into the General Plan
network. Accordingly, the City of Coachella will be including Avenue 53,
Avenue 55, Avenue 57, Avenue 59, and Avenue 61 into the Circulation
Element. Similarly, we will be including Calhoun Street, Frederick Street
and Shady Lane as north -south arterial streets to distribute the traffic in a
manner that would allow all arterial streets to be no larger than a four -lane
roadway. The City of Coachella would encourage smaller block distances
between arterial streets to discourage highway -type arterials and
encourage pedestrian -friendly streets that provide access to local
commercial and public uses within identifiable neighborhood centers. The
City has an over -arching to improve the health of our residents through the
built environment by promoting walkable communities, improving
opportunities for short distance non -motorized travel, and improve access
to parks and recreational uses.
Response E-3: Comment noted. The City of La Quinta has and expects to continue to see
larger -scale master planned development in the southern quadrant of the
City. It should also be noted that the City largely provides for low -density
residential development in this area, which will limit the need for a
General Plan roadway network along the mid -section lines, although their
development is not precluded if they are integral parts of overall master
planning in this area. With the exception of Harrison Street, none of the
major roadways planned in the southeast quadrant of the City are planned
to be larger than 4 lanes divided. Also, as previously stated in Response E-
1, this area will be master planned, and roadway designations finalized
through that master plan process, so that it will relate to the land use
pattern established in the master plan.
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F. COACHELLA VALLEY WATER DISTRICT
Comment F-1: Where applicable throughout the DEIR, references should be made to the
2010 Coachella Valley Water Management Plan Update (approved in
January 2012), the Coachella Valley Multiple Species Habitat
Conservation Plan, and the Thomas E. Levy Groundwater Recharge
Facility.
Response F-1: Comment noted.
Comment F-2: Page M-9, Environmental Summary Matrix: Under the "Existing
Conditions" heading, "Hydrology" is misspelled.
Response F-2: Comment noted. Correct spelling is hereby incorporated by reference.
Comment F-3: Please revise first sentence under "Hydrology" to state: "Analysis and
design of regional flood control structures is the responsibility of CVWD ".
Response F-3: Comment noted. Changes are hereby incorporated by reference.
Comment F-4: Please revise the last sentence of the first paragraph under "Hydrology" to
state " ... the Bear Creek System, the East La Quinta Channel System, Dike
No. 2, Guadelupe Dike, and Dike No. 4. "
Response F-4: Comment noted. Changes are hereby incorporated by reference.
Comment F-5: In reference to the second paragraph under the "Project Impacts" heading,
please note that the portion of the Coachella Valley Stormwater Channel
within the Planning Area is not a "levee ", and most of this section has
slope protection.
Response F-5: Comment noted. Changes are hereby incorporated by reference.
Comment F-6: Page M-10, Environmental Summary Matrix: In the last sentence of the
third paragraph under the headings "Existing Conditions" and "Water
Resources/Quality", please revise to read: "CVWD estimates the annual
overdraft for 2010 to be 7, 457 acre feet. "
Response F-6: Comment noted. Changes are hereby incorporated by reference.
Comment F-7: Page II-12: Please revise the third paragraph to read " ... which drains an
approximate 1,069-square-mile watershed at Indio ... " or " ... which
drains an approximate 1,525-square-mile watershed at the Salton Sea... ".
Response F-7: Comment noted. Changes are hereby incorporated by reference.
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Comment F-8: In the last paragraph, please replace "Whitewater River" with "Whitewater
River Stormwater Channel".
Response F-8: Comment noted. Changes are hereby incorporated by reference.
Comment F-9: Page II-13: Under the heading "Domestic Water Resources", please revise
the second sentence to the following: "It uses wells to extract groundwater
which naturally recharges from mountain runoff. Natural recharge is
supplemented by replenishment programs supplying supplemental water
to the Thomas E. Levy Groundwater Recharge Facility near Dike No. 4
and at the Martinez Canyon Pilot Groundwater Recharge Facility near
Martinez Canyon. "
Response F-9: Comment noted. Changes are hereby incorporated by reference.
Comment 17-10: Under the heading "Whitewater River Subbasin", please revise the last
sentence of the first paragraph to state " ... Lower Whitewater River
Subbasin Area of Benefit. "
Response F-10: Comment noted. Changes are hereby incorporated by reference.
Comment 17-11: In the first sentence of the second paragraph, please revise to read " ...
groundwater use in the Whitewater River Subbasin has been steadily
increasing to a point where demand has exceeded natural supplies. "
Response F-11: Comment noted. Changes are hereby incorporated by reference.
Comment F-12: Page II-20: In the third sentence of the first paragraph under "Domestic
Water", please revise to read " ... and south and east of the Planning Area
at the Thomas E. Levy Groundwater Recharge Facility near Dike No. 4
and at the Martinez Canyon Pilot Groundwater Recharge Facility near
Martinez Canyon. "
Response F-12: Comment noted. Changes are hereby incorporated by reference.
Comment F-13: In the last two sentences of the paragraph under "Wastewater Services",
please replace "Mid -Valley Water Reclamation Plant" with "Water
Reclamation Plant No.4 ".
Response F-13: Comment noted. Changes are hereby incorporated by reference.
Comment 17-14: Page III-104: In the first sentence of the paragraph under "Regional
Stormwater Management", please revise to read: "Analysis and design of
regional flood control Structures is the responsibility of CVWD ".
Response F-14: Comment noted. Changes are hereby incorporated by reference.
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Final EIR
Comment F-15: Please revise the second to last sentence to read "... include the Coachella
Valley Stormwater Channel, Whitewater River Stormwater Channel, the
La Quinta Evacuation Channel, the Bear Creek System, the East La
Quinta Channel System, Dike No. 2, Guadalupe Dike, and Dike No. 4. "
Response F-15: Comment noted. Changes are hereby incorporated by reference.
Comment F-16: Please revise the first four sentences in the first paragraph under
"Whitewater River/Coachella Valley Stormwater Channel" to read: "The
Whitewater River, which flows into the Coachella Valley Stormwater
Channel in the Planning Area, is the principal drainage course in the City,
extending through the Coachella Valley for SO miles, with an average
cross-section of 350 feet. The Channel is generally dry, but may be
inundated during storm events. Most of the Coachella Valley Stormwater
Channel sections within the City have reinforced slope protection; the
remaining portions are protected by unreinforced earthen berms. "
Response F-16: Comment noted. Changes are hereby incorporated by reference.
Comment F-17: Please revise the first sentence of the second paragraph to read: "The
aforementioned reinforced slopes and remaining unreinforced earthen
banks are classified by FEMA as "Provisionally Accredited Levees",
indicating that they provide protection from the 100 year flood. "
Response F-17: Comment noted. Changes are hereby incorporated by reference.
Comment F-18: Page III-105: Please revise the last sentence under "Bear Creek System" to
read: "CVWD has applied for FEMA accreditation of the Bear Creek
Channel System including the training dike, and is awaiting receipt of the
formal accreditation letter. "
Response F-18: Comment noted. Changes are hereby incorporated by reference.
Comment F-19: In reference to the last sentence of the paragraph under "Oleander
Reservoir", the Standard Project Flood elevation is projected to be 54 feet
at the reservoir; please verify 44-foot elevation associated with the 100-
year flood.
Response F-19: Comment noted.
Comment F-20: Page III-106: In reference to the first two sentences of the first paragraph
under "Dikes", please note that the dikes were constructed to protect
agricultural lands.
Response F-20: Comment noted.
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Final EIR
Comment F-21: Also, the Eastside Dike is not located within an area covered by the City's
General Plan Update.
Response F-21: Comment noted. Reference to Eastside Dike is hereby deleted.
Comment F-22: Page III-110: Please revise the first two sentences of the first paragraph
under "Levee Failure and Seiching " to read: "There are several major
stormwater or irrigation facilities located in the Planning Area including
the Coachella Valley Stormwater Channel, Coachella Canal, and Lake
Cahuilla. "
Response F-22: Comment noted. Changes are hereby incorporated by reference.
Comment F-23: In the first sentence of the second paragraph, please replace "sand levees"
with "banks" or "levees".
Response F-23: Comment noted. Changes are hereby incorporated by reference.
Comment F-24: Page III-238: Please revise the second sentence of the third paragraph
under "Existing Conditions" to read: "Although Colorado River water is
one of the Coachella Valley's main sources of water, it has elevated levels
of salinity. This water has been cited as contributing to the elevated
salinity levels found in the Valley. "
Response F-24: Comment noted. Changes are hereby incorporated by reference.
Comment F-25: Page III-239: Please revise the last sentence of the first paragraph under
"Thermal Subarea" to read: " ... increased pumpage has lowered
groundwater levels in the lower portion of the Whitewater River
subbasin. "
Response F-25: Comment noted. Changes are hereby incorporated by reference.
Comment F-26: Please revise the first sentence of the third paragraph to read: "The upper
and lower aquifer zones of the Thermal subarea... "
Response F-26: Comment noted. Changes are hereby incorporated by reference.
Comment F-27: Please revise the first sentence under "Regional Water Supply and
Demand" to read: "The Coachella Valley's principal domestic water
source is groundwater. "
Response F-27: Comment noted. Changes are hereby incorporated by reference.
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Final EIR
Comment F-28: Page III-240: Please revise the first and second sentences under "Regional
Water Supply" to read: "Domestic water is provided in the City and most
of the sphere by CVWD. Groundwater is the primary source for this water
supply. "
Response F-28: Comment noted. Changes are hereby incorporated by reference.
Comment F-29: In the first sentence of the second paragraph, please add "Area of Benefit"
after "Subbasin ".
Response F-29: Comment noted. Changes are hereby incorporated by reference.
Comment F-30: Please revise the last sentence of the third paragraph to read: " ...the
annual balance in the Area of Benefit for 2010 was estimated to be -7,457
acre feet.109" And please add this sentence: "The cumulative overdraft for
the Area of Benefit through 2010 is estimated to be 4,497,609 acre-
feet.109„
Response F-30: Comment noted. Changes are hereby incorporated by reference.
Comment F-31: Under "Historic and Current Consumption", please add "Area of Benefit"
after "Subbasin ".
Response F-31: Comment noted. Changes are hereby incorporated by reference.
Comment F-32: Page III-241: Please revise the title of Table 111-50 to "Coachella Valley
Water District Annual Water Production Within the Lower Whitewater
River Subbasin Area of Benefit. "
Response F-32: Comment noted. Changes are hereby incorporated by reference.
Comment F-33: Under "Domestic Water Facilities", please update data to include the
following: "CVWD has 102 active wells, 59 reservoirs, and in 2011
delivered 102,805 acre feet of water to a population of 286,240. "
Response F-33: Comment noted. Changes are hereby incorporated by reference.
Comment F-34: Page III-243: Please replace "... and the Mission Creek subbasins ... " with
" ... and the Mission Creek Subbasin Areas of Benefit" in the second and
third paragraphs on this page."
Response F-34: Comment noted. Changes are hereby incorporated by reference.
Comment F-35: Page III-244: Please revise the heading "Reclaimed Water/Tertiary
Treated Water" to "Recycled Water/Tertiary Treated Water".
Response F-35: Comment noted. Changes are hereby incorporated by reference.
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Final EIR
Comment F-36: In the second sentence under this heading, please revise to state " ... of
which two have facilities to treat wastewater ... " and add this sentence
after the second sentence: "A third CVWD water reclamation plant
produces secondary treated water suitable for irrigation where uses are
restricted. "
Response F-36: Comment noted. Changes are hereby incorporated by reference.
Comment F-37: Page III-245: In the next to last sentence of the first paragraph on the page,
please replace "turn" with "turf'.
Response F-37: Comment noted. Changes are hereby incorporated by reference.
Comment F-38: Page 111-246: Please revise the fourth and fifth sentences of the second
paragraph under "Water Quality" to read: "In some areas, low levels of
naturally -occurring arsenic have been found. CVWD has three ion
exchange treatment facilities for arsenic removal; these are located in the
Mecca and Thermal areas. "
Response F-38: Comment noted. Changes are hereby incorporated by reference.
Comment F-39: Page 111-247: Please revise the second and third sentences under "Total
Dissolved Solids" to read: "The secondary MCL for TDS includes an
upper level of 1,000 milligrams per liter (mg/L) and a short-term level of
1,500 mg/L. Based on CVWD domestic well monitoring data for 2009,
TDS levels ranged from 150 to 980 mg/L. "
Response F-39: Comment noted. Changes are hereby incorporated by reference.
Comment F-40: Under "Nitrates", please remove the "s" from "commons" in the second
sentence of the first paragraph.
Response F-40: Comment noted. Changes are hereby incorporated by reference.
Comment F-41: Page 111-248: Please revise the first sentence of the fourth paragraph on
the page to read: "The primary water quality issues in the Coachella
Valley are salinity and nitrates. " Please add "River" after "Whitewater" in
the second sentence.
Response F-41: Comment noted. Changes are hereby incorporated by reference.
Comment F-42: Page 111-252: Please replace "reclaimed" with "recycled" in the last
sentence of the first paragraph under "Impacts to Water Supply
Resources ".
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Final EIR
Response F-42: Comment noted. Changes are hereby incorporated by reference.
Comment F-43: Page III- 254: In the third sentence of the first paragraph, revise to read "...
established thresholds for domestic water... " and place a comma after
"chromium-6" in the last sentence.
Response F-43: Comment noted. Changes are hereby incorporated by reference.
Comment F-44: In the third sentence under "Nitrates", please revise to read "... nitrate
concentrations in domestic water provided by CVWD range from "not
detected" to a maximum of 40 mg/L. "
Response F-44: Comment noted. Changes are hereby incorporated by reference.
Comment F-45: Page 111-255: Please remove the "s" from "impacts" in the first sentence
of the first full paragraph.
Response F-45: Comment noted. Changes are hereby incorporated by reference.
Comment F-46: Exhibit I I I-10: The Coachella Valley Stormwater Channel is mislabeled
as the "Whitewater River ".
Response F-46: Comment noted. Changes are hereby incorporated by reference.
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Final EIR
G. ENDO ENGINEERING for HOFFMAN LAND
DEVELOPMENT COMPANY
Note: The Endo Engineering comment letter was submitted with and is associated with a
separate letter provided by Hoffman Land Development Company, comments from which are
addressed separately in Comment Letter M, below.
Comment G-1: As shown in General Plan Exhibit II-10, EIR Exhibit III-20, and Table 10
of the TIA, future traffic projections are not provided for several General
Plan roadway segments that are critical to the development of the
Travertine Specific Plan. Future traffic projections are needed for: (1)
Avenue 62, west of Madison Street; (2) Avenue 58, west of Madison
Street; (3) Jefferson Street, north of Travertine; (4) Madison Street, north
of Avenue 62; and (5) Avenue 60, west of Madison Street.
Section 6.3 of the TIA (Page 52) indicates that the growth in raw LQTAM
volumes between the year 2009 and the year 2035 was added to the
existing 24-hour volumes from CVAG to obtain forecast year 2035 daily
volumes. However, future traffic projections were not evaluated for some
General Plan roadway segments that were included in the CVAG "Traffic
Census Report". For example, CVAG provided existing daily traffic count
data for three segments along Airport Boulevard (east of Madison Street,
east of Monroe Street, and east of Jackson Street). Future traffic
projections were not provided in the TIA for these roadway segments.
It can be seen from General Plan Exhibit II-10, EIR Exhibit III-20, and
Table 10 of the TIA, that numerous master planned roadway segments
were not included in the CVAG "Traffic Census Report" and therefore
have no future traffic projection. Without future traffic projections, the
adequacy of the master planned roadway classifications for many General
Plan roadway segments, particularly those in the developing areas of
southeast La Quinta, cannot be verified.
Future traffic projections are necessary for all of the General Plan roadway
links to ensure that future traffic studies properly address General Plan
buildout traffic conditions. Will year 2035 LQTAM daily traffic
projections be made available to enable future traffic studies to evaluate
General Plan buildout traffic volumes? As a minimum, the raw LQTAM
volumes for the year 2009 and the year 2035 should be provided for those
roadway links where no count data was provided in the CVAG "Traffic
Census Report".
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Terra Nova/La Quinta General Plan
Final EIR
Response G-1: Comment noted. As is evident from Exhibit II-9 of the Draft General Plan
and Exhibit II-17 of the Draft EIR, existing traffic volumes in the
southeast quadrant of the City are quite low and traffic on many of these
segments have not been counted by CVAG. However, as is well
understood by traffic engineers and planners, intersections are the most
constrained portions of the roadway network and data were collected for
37 intersections, including those in the vicinity of the Travertine Specific
Plan project. With these measured intersection volumes, including turning
movements, roadway segment volumes are interpolated by the City traffic
model. The traffic model will be made available to other traffic engineers
for their use in conducting future project -specific traffic analysis. It should
also be noted that the cited segment of Jefferson Street primarily serves
development in the vicinity of Lake Cahuilla, The Quarry and the
Travertine and Green (Coral Canyon) Specific Plans.
Comment G-2: In Appendix H of the DEIR, page 12 of the TIA refers readers to
Appendix A for the traffic count data used in the traffic study. Appendix A
of the TIA was not provided on the City website and should be made
available for review.
Response G-2: Comment noted. An electronic copy of the subject technical appendix was
provided to the commentor on September 9, 2012.
Comment G-3: In Appendix H of the DEIR, page 32 of the TIA references the "Model
Documentation and Validation Report" (dated February, 2011) prepared
by Iteris, Inc. This report is critical and should be provided on the City
website or at a minimum made available upon request. Based upon the
existing CVAG counts and the portion of the land in southeast La Quinta
that has been developed to date, it appears that the future traffic
projections along Madison Street are substantially higher than expected.
The rationale for the additional future traffic is not provided in the TIA.
Consequently, the calibration of the model in this area is of particular
interest and should be reviewed.
Response G-3: Comment noted. An electronic copy of the subject model documentation
and validation was provided to the commentor on September 9, 2012. The
LQTAM is a focused version of the RivTAM regional traffic model. As is
made clear in the Circulation Element and the Draft EIR and TIA, traffic
data ("rationale") include current traffic, existing and planned land uses,
and a variety of socio-economic data. As noted above, the LQTAM
version of the RivTAM model will be available to qualified and County -
approved RivTAM modelers in preparing other traffic analysis in the City
and its Sphere -of -Influence, including project -specific analyses.
Terra Nova/La Quinta General Plan
Final EIR
Comment G-3A: Specific Comments Related to the Travertine Specific Plan
The Travertine Specific Plan was originally approved in 1994 with a total
trip generation of 27,300 daily trips and included the development of
2,300 dwelling units, 100,000 square feet of retail, and a 500-room hotel.
Access to the Travertine Specific Plan was planned via three streets, the
primary access from Madison Street, and minor access from Avenue 62
and from Jefferson Street/Avenue 58.
In 2008, a proposed amendment to the Travertine Specific Plan included
1,400 dwelling units and a 500-room hotel generating 17,390 daily trips.
The amended proposal represented a 39 percent decrease in dwelling nits,
and a 36 percent decrease in total trip generation. From a capacity
perspective, the Travertine Specific Plan area could be served by two two-
lane roadways, or one 4-lane roadway. In view of the high cost of
constructing off -site roadway improvements to provide access to the
project site, it is critical that the access be appropriately sized. Therefore,
the access streets of Madison Street, Jefferson Street, and Avenue 62 near
the Travertine Specific Plan need to be carefully evaluated to ensure that a
sufficient, but not excessive capacity is provided.
Response G-3A: Comment noted. The City has been working with the project proponent
and will continue to cooperate in the proponents planned project
revisions. Until such time as the City approves new land uses on the
Travertine site, current entitlements must be used to model area traffic. As
the City has consistently indicated, it will consider a revision to the City
Circulation Element and Roadway Classifications concurrent with the
submittal of a complete application for amendment to the approved
Travertine Specific Plan.
Comment G-4: Madison Street
In Exhibit 5 of the TIA, the existing turning movement volumes for the
intersection of Madison Street and Avenue 60 (Intersection 32) appear to
be too high, unless the volumes represent primarily construction traffic.
The six existing homes accessed via Avenue 60, west of Madison Street,
should not generate 66 morning peak hour and 43 evening peak hour trips
on this segment of Avenue 60. Furthermore, the primary traffic movement
associated with these residents should be to/from the north, not to and
from the east via Avenue 60. Traffic count data from 2008 that shows 18
vehicles in the morning peak hour and 6 vehicles in the evening peak hour
on this leg of Avenue 60. Given the questionable existing traffic count
data, the existing turning movements at this intersection should not be
used as the basis to project the future turning movements. Doing so results
in unrealistically high projections for Avenue 60, west of Madison Street.
It also results in more northbound vehicles on Madison Street turning left
into a relatively small low -density residential area via Avenue 60 than
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Terra Nova/La Quinta General Plan
Final EIR
continuing northbound through the intersection toward the commercial
and employment opportunities in the more developed portions of La
Quinta.
Response G-4: Please see the TIA technical appendices, which have been provided to the
commentor. The volumes cited for Madison Street and Avenue 60 are very
low and subject to misinterpretation. Rather than surprising, the travel
patterns through this intersection appear reasonable given the substantial
labor market in the Thermal/Mecca area that are likely to support
residential and golf course developments in the vicinity and elsewhere in
the City.
Comment G-5: General Plan Exhibit II-2 and EIR Exhibit III-18 incorrectly identify
Avenue 62 as a modified 2-lane divided secondary arterial between
Madison Street and Monroe Street. However, Figure 4 of the TIA
correctly shows that Avenue 62, between Madison Street and Monroe
Street, is a 2-lane undivided Modified Collector Street.
Response G-5: Comment noted. The assignment of the "Modified Secondary"
classification to this road segment was determined to be more appropriate
given the existing land uses and assignments. It requires an additional four
feet in right-of-way compared to the "Collector" classification. It should
again be noted that the City will review a request to reclassify this
roadway segment concurrent with the processing of the forthcoming
Travertine Specific Plan amendment.
Comment G-6: General Plan Exhibit II-2 and EIR Exhibit III-18 incorrectly identify
Monroe Street, between Avenue 60 and Avenue 62, as a four -lane
undivided Secondary Arterial. This segment of Monroe Street is currently
classified as a Modified Secondary Arterial A (which is a two-lane divided
roadway with a lower capacity that a four -lane undivided roadway).
Response G-6: Comment noted. The higher traffic volumes projected along this segment
required the provision of corresponding roadway capacity; hence the
assignment of the "Secondary Arterial' classification to this segment.
Please note that referenced exhibits (General Plan Exhibit II-2 and EIR
III-18) incorrectly characterizes the "Secondary Arterial' as an undivided
roadway. As can be seen throughout the Draft Circulation Element and
Draft EIR, Figure II-3 of the Draft General Plan and Exhibit III-19 provide
the correct (divided) roadway cross section for this roadway.
Comment G-7: General Plan Exhibit II-2, EIR Exhibit III-18, and the TIA Figure 4
identify Madison Street, extending between Avenue 60 and Avenue 62 as
a Modified Secondary Arterial A. However, all of the future base maps in
the TIA incorrectly show a break in Madison Street where it crosses the
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Terra Nova/La Quinta General Plan
Final EIR
dike, south of Avenue 60. The future base maps should show that Madison
Street will be connected between Avenue 60 and Avenue 62.
Response G-7: Comment noted. Limited portions of the subject segment have yet to be
built, and the precise future alignment of Madison Street over Dike 2 is yet
to be determined.
Comment G-8: TIA Figure 6 shows an existing bicycle route passing through the
intersection of Madison Street and Avenue 62. The intersection of
Madison Street and Avenue 62 does not currently exist. Therefore, a
bicycle route through this intersection does not currently exist. On the
City's website, the "City of La Quinta Bike Map" only extends south to
Avenue 60. Therefore, it does not show an existing bike route extending
through the intersection of Madison Street and Avenue 62.
Response G-8: Comment noted. Changes are hereby incorporated by reference.
Comment G-9: General Plan Table II-12, EIR Table III-48, and Table 10 of the TIA show
Madison Street (between Avenue 54 and Airport Blvd.) with a projected
future traffic volume of 47,529 vehicles per day. This future projection is
much higher than expected, based on development trends and trip
generation studies in this area. Since the land south of this point is nearly
50 percent developed and the CVAG peak season daily traffic count for
Madison Street is currently less than 10,000 vehicles per day, it appears
unlikely that the General Plan buildout daily volume will exceed 30,000
ADT.
The major specific plans in this area have been developing at
approximately 50 percent of the densities permitted under the existing
entitlements. In addition, the trip generation studies of developments such
as PGA West and Trilogy have identified trip -generation rates consistent
with age -restricted senior residential developments. The trip generation of
residential developments in this area has been approximately 30 percent of
the trip generation rates associated with traditional single-family
residential dwellings. Extensive traffic counts at the access points to PGA
West have identified a trip generation rate that is 35 percent of the
traditional single-family residential trip generation rate, even though PGA
West is not an age -restricted community.
Was the trip generation assumed in the modeling for development in this
area based upon the entitlements, census data, or the actual development
that has occurred? How did the calibration run for existing development
compare to the existing traffic volumes for Madison Street, between
Avenue 54 and Airport Blvd.? The calibration run probably shows
existing traffic projections much higher than the existing traffic count
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Terra Nova/La Quinta General Plan
Final EIR
data. This would indicate that both the residential development intensities
and trip -generation rates assumed for this area in the model were too high.
Response G-9: Please see the TIA technical appendices, which have been provided to the
commentor. In addition to the substantial vacant land in this southeast
quadrant remaining to develop, the County General Plan assigns land uses
to the east and south that also make major contributions to area traffic. The
model also recognizes that Airport Boulevard terminates at Madison Street
and westbound traffic is channeled onto Madison Street at this point. The
Draft EIR and TIA, traffic data include current traffic, existing and
planned land uses, and a variety of socio-economic data go into the
model's trip generation. As noted above, the LQTAM version of the
RivTAM model will be available to qualified and County -approved
RivTAM modelers in preparing other traffic analysis in the City and its
Sphere -of -Influence, including project -specific analyses.
Comment G-10: Figure 11 of the TIA shows year 2035 turning movement projections at
the intersection of Madison Street and Avenue 60 (Intersection 32) that are
not reasonable for this location. They indicate that approximately one-half
of the northbound traffic on Madison Street turns west at Avenue 60. The
northbound left -turn volume (from Madison Street onto Avenue 60) is
projected to exceed the northbound through volume during the evening
peak hours. At this intersection there should be very little traffic making a
northbound left -turn movement since the west leg of Avenue 60 only
serves a very small low -density residential development area.
Response G-10: Please see the TIA technical appendices, which have been provided to the
commentor. In addition to the largely undeveloped residential land located
at the northwest corner of this intersection, an entrance to the Coachella
Valley Recreation and Parks District regional park will be provided. As
noted above, the Draft EIR and TIA, traffic data include current traffic,
existing and planned land uses, and a variety of socio-economic data go
into the model's trip generation. As noted above, the LQTAM version of
the RivTAM model will be available to qualified and County -approved
RivTAM modelers in preparing other traffic analysis in the City and its
Sphere -of -Influence, including project -specific analyses.
Comment G-11: Figure 13 of the TIA shows enhanced intersection treatments at
Intersection 32 required because the traffic volume assigned to Avenue 60,
west of Madison Street, was unrealistically high. There is minimal
development planned west of Madison Street (low -density residential
uses) with access to Madison Street opposite Avenue 60. Furthermore,
Avenue 60, west of Madison Street is constructed as a local street with 36
feet of pavement that would not accommodate the four lanes of through
traffic and dual eastbound left-tum lanes shown in Figure 13. There is a
large development planned west of the existing Andalusia development,
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Terra Nova/La Quinta General Plan
Final EIR
but its future access to Madison Street is planned midway between
Avenue 60 and Avenue 58, not at Avenue 60.
Response G-11: Comment noted. Please see Response G-10, above.
Comment G-12: Page 40, 41, and 50 of the TIA, describe enhanced improvements
recommended for Intersection 32 (Madison Street and Avenue 60). See
Comment 10 and 11. This recommendation should be revised because the
assumptions in the model for this intersection are not correct.
Response G-12: Please see Response G-10, above.
Comment G-13: Avenue 62
General Plan Table II-12, EIR Table III-48, and Table 10 of the TIA show
a future volume of 9,624 vehicles per day for Avenue 62, between
Madison Street and Monroe Street. However, Figure 11 shows that very
little peak hour traffic is projected on Avenue 62, immediately west of
Monroe Street (only 90 evening peak hour trips or approximately 1,100
daily trips). This seems to indicate that essentially all of the 9,624 vehicles
per day were assigned to Avenue 62 from adjacent future land uses located
south of Avenue 62 and traveled west to Madison Street then north to
Avenue 60. The Keck property is located south of Avenue 62 and west of
Monroe Street. It is our understanding that future development plans for
the Keck property included access primarily to Monroe Street, south of
Avenue 62. Only minimal emergency access was planned from the Keck
property to Avenue 62, west of Monroe Street. The location of the node
connectors from the Keck Property to Avenue 62 and/or Monroe Street
were not documented in the TIA or the DEIR. However, a nodal
connection should not be assumed between the Keck property and Ave 62.
Response G-13: Please see the TIA technical appendices, which have been provided to the
commentor. The County General Plan assigns land uses to the east and
south that also make major contributions to area traffic. In addition to the
largely undeveloped residential land located to the northwest the existing
Lake Cahuilla County Park and the future Coachella Valley Recreation
and Parks District regional park will draw traffic in this direction. As
noted above, the Draft EIR and TIA, traffic data include current traffic,
existing and planned land uses, and a variety of socio-economic data go
into the model's trip generation. As noted above, the LQTAM version of
the RivTAM model will be available to qualified and County -approved
RivTAM modelers in preparing other traffic analysis in the City and its
Sphere -of -Influence, including project -specific analyses.
Comment G-14: General Plan Table II-12, EIR Table III-48, and Table 10 of the TIA
incorrectly identified Avenue 62, between Madison Street and Monroe
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Final EIR
Street, as a 4-lane Modified Collector with a daily capacity of 28,000
vehicles per day, rather than a 2-lane Modified Collector with a daily
capacity of 14,000 vehicles per day. If the traffic network in the model
incorrectly assumed the speed for a four -lane roadway for Avenue
62,between Madison Street and Monroe Street, it would attract more
future traffic than the correct two-lane Modified Collector designation
resulting in a future volume projection that is unrealistically high.
Response G-14: Comment noted. It was determined that following the traffic analysis, the
capacity of a "Modified Collector" (2 lanes divided/84-foot right-of-way)
was sufficient to meet future demand and that the larger roadway was not
warranted.
Comment G-15: Figure 11 of the TIA shows a morning plus evening peak hour volume for
Intersection 37 (Monroe Street at Avenue 62) of 26 in the eastbound
direction, and 3 in the westbound direction. How was this traffic
distribution determined? The atypical directional split seems to imply that
all vehicles are going eastbound on Avenue 62 past Monroe Street in the
peak hours and essentially no vehicles return in the westbound direction
on Avenue 62 in the peak hours.
Response G-15: As noted above, such small volumes have a higher degree of variance
from existing and projected large volume flows. Please see the TIA
technical appendices, which have been provided to the commentor. As
noted above, the Draft EIR and TIA, traffic data include current traffic,
existing and planned land uses, and a variety of socio-economic data go
into the model's trip generation. As noted above, the LQTAM version of
the RivTAM model will be available to qualified and County -approved
RivTAM modelers in preparing other traffic analysis in the City and its
Sphere -of -Influence, including project -specific analyses.
Comment G-16: Figure 12 of the TIA shows the future lane geometries for Intersection 37
(Monroe Street at Avenue 62) with two westbound through approach lanes
opposite a single westbound exit lane on Avenue 62 serving a peak hour
westbound through volume of only 3 vehicles per hour. As a Modified
Collector, Avenue 62 will only provide one through lane in each direction
between Monroe Street and Madison Street.
Response G-16: As noted, the major influences on future traffic at this intersection are
County -assigned land uses to the east. It should be noted that the
originally recommended improvements were modest and for the
westbound traffic relied on combined through -right and combined
through -left lanes, which adequately address projected General Plan 2035
buildout volumes. The final design has a limited effect on capacity,
especially in light of the overall future volumes. Hence, the change to a
single combined left -through lane and a dedicated right turn lane was
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Final EIR
ultimately recommended for this intersection. Signalization will only
occur when and if warranted. It should be noted that the Circulation
Element provides the option of implementing a two lane roundabout at
this intersection to meet buildout future needs.
Comment G-17: Figure 12 and 13 of the TIA show that Intersection 37 (Monroe Street at
Avenue 62) will have a traffic signal in the future, but the volumes shown
on Figure 11 for Intersection 37 would not meet traffic signal warrants.
The westbound right -turn volume should not be included as part of the
westbound approach volume because of the recommendation for an
exclusive westbound light -turn lane and the right -turn movement does not
conflict with the large southbound left -turn movement.
Response G-17: As noted above, the final design has a limited effect on capacity,
especially in light of the overall future volumes. Hence, the change to a
single combined left -through lane and a dedicated right turn lane was
ultimately recommended for this intersection. Signalization will only
occur when and if warranted. It should be noted that the Circulation
Element provides the option of implementing a two lane roundabout at
this intersection to meet buildout future needs.
Comment G-18: The mitigation assumed for Intersection 37 was not appropriate to mitigate
the impact at this intersection. Table 8 of the TIA shows Intersection 37
operating at LOS E during the evening peak hour. Footnote 3 states that
signalization of the existing lanes was assumed for this intersection. This
footnote is not correct because the text referencing Table 8 states that the
analysis is based upon the future lane configurations shown in Figure 11
and the future approach lanes in Figure 11 are not the same as the existing
approach lanes at Intersection 37. Traffic signals would not be installed
because signal warrants are not met by these volumes.
Response G-18: Comment noted. Please note that the Circulation Element provides the
option of implementing a two lane roundabout at this intersection to meet
buildout future needs. Signalization will only occur when and if
warranted.
Comment G-19: Jefferson Street
The TIA did not provide any future traffic projections or level of service
analysis for Jefferson Street between Avenue 58 and Avenue 62 (at
Madison Street). In order to understand how the TIA addresses future
development in the Travertine Specific Plan area, it is critical to at least
provide year 2035 traffic volumes and identify the trip generation assumed
for Section 5 and the surrounding development areas.
Response G-19: As noted above and as evident from Exhibit II-9 of the Draft General Plan
and Exhibit II-17 of the Draft EIR, the cited segment of Jefferson Street
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Final EIR
between Avenues 58 and 62 will largely serve adjoining land uses and is
not a part of the larger regional circulation network. The cited segment of
Jefferson Street primarily serves development in the vicinity of Lake
Cahuilla, The Quarry and the Travertine and Green (Coral Canyon)
Specific Plans.
Comment G-20: Other Comments
As discussed in Comment 13, the LQTAM appears to project
approximately 9,000 daily trips on Avenue 62 generated by the future
development of the Keck property (located south of Avenue 62 between
the dike and Monroe Street). Based upon the LQTAM projections, future
traffic will access the Keck property by crossing the dike and using
Madison Street to travel to/from the north. If this is the case, the future
traffic generated by the development of the Keck property would comprise
a sizeable portion of the traffic utilizing the future Avenue 62 crossing of
the dike as well as the future bridge needed to extend Madison Street from
Avenue 60 to Avenue 62. Consequently, the developers of the Keck
property would be responsible for paying their fair -share percentage of the
construction of the dike crossing and the extension of Madison Street. It
was our understanding that plans for the Keck property take access
primarily from Monroe Street (south of Avenue 62). The last Keck
property plans that we saw did not have an access designed to take
advantage of future roadway improvements to Avenue 62 and Madison
Street on the west side of the dike. If the Keck Property takes access
primarily from Monroe Street and only takes emergency access to Avenue
62, the traffic assignment to Avenue 62 and Madison Street should be
eliminated in the model. This may also reduce the problematic traffic
volume on Madison Street, south of Avenue 54, but may increase the
demand on Monroe Street, north of Avenue 62.
Response G-20: The projected 9,600 average daily vehicles on this roadway segment
include traffic originating from outside the General Plan planning area. It
also conveys traffic destined for Travertine and future development on
Keck property lands to the south. Other land uses to the north, including
the Lake Cahuilla County and the future CVRP District regional parks,
and access to the commercial districts of the City will also be facilitated
by this segment and its eventual connection to Madison Street.
Regarding fair share distribution of costs and the Keck property located in
the county and outside the La Quinta General Plan planning area, the
County has designated the Keck property "Agriculture" (with a
"Community Development" overlay, which would limit non-agricultural
uses to very low density residential. At this time, there is very limited
foreseeable development potential associated with the Keck property.
Neither are there any specific development (or development access) plans
beyond the current high -value agriculture occurring on this site.
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Comment G-21: The documentation provides no way to determine the trip generation
assumed for the Travertine Specific Plan or the surrounding land uses
located south of Avenue 58 and west of Monroe Street. Without this
information, the Travertine development cannot verify that the modeled
trip generation for this area is consistent with current development plans.
Response G-21: Comment noted. It should be noted that the commentor has prepared
several traffic analyses for the Travertine project and has incorporated
analysis of surrounding lands in these studies. There have been numerous
discussions regarding circulation within and in the vicinity of the
Travertine project. The trip generation potential of the Travertine project,
as well as the approved Coral Canyon TTM 33444 (Green Specific Plan),
have been thoroughly analysed. Also, please see the TIA technical
appendices, which have been provided to the commentor.
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H. CITY OF INDIO
Comment H-1: While the Draft EIR mentions that several roadways and intersections are
shared with other jurisdictions and while the Draft EIR suggests that
cooperation and communication with adjacent jurisdictions is needed,
there has been no meaningful communication with our City Traffic
Engineer (Mr. Tom Brohard) during the preparation of the Traffic Impact
Analysis (other than an introductory call from lteris indicating that their
work on this project had begun). In fact, the list of organizations, persons,
and documents consulted shown in Section IX of the Draft EIR does not
list or identify any persons or documents from the City of Indio or any
other municipality. Rather than preparing their Draft EIR in a vacuum, the
City of La Quinta consultants for this project should have discussed
various recommendations with the City of Indio and others, particularly
those involving adding lanes within the City of Indio, to mitigate
significant traffic impacts caused by intensified land use in the City of La
Quinta and its sphere of influence.
Response H-1: During the course of preparing the General Plan update and conducting
associated traffic analysis, the City and project consultants conferred with
and solicited input from the adjoining cities and the County of Riverside,
as well as the Coachella Valley Association of Governments and the
Southern California Association of Governments. These consultations
included direct conversations with City Indio staff, including several
discussions between the City Public Works Director and the Indio Traffic
Engineer.
Comment H-2: 1) Existing Conditions - Regional Roadways - The discussion of State
Highway 111 as a Regional Roadway beginning on Page 111-204 of the
Draft EIR should be modified to indicate that the State relinquished this
roadway several years ago to the local cities and the only portion of State
Highway 111 that remains in the Coachella Valley is in the City of Palm
Springs. The Highway 111 discussion should also be moved into the
discussion of Local Major Highways beginning on Page 111-205 of the
Draft EIR.
Response H-2: Comment noted. Changes are hereby incorporated by reference.
Comment H-3: 2) Roadway Segment Analysis for General Plan Buildout - Table 111-48
beginning on Page 111-221 of the Draft EIR contains some significant
spikes in future traffic volumes from block to block. These increases do
not appear to be reasonable as the adjacent properties are mostly
developed at this time. The following Year 2035 ADT forecasts on
roadways shared with the City of Indio require further validation:
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Final EIR
a. Jefferson Street from Avenue 48 to Avenue 50 - In this segment, 2035
ADT volumes are 7,000 higher south of Avenue 48 and 18,000 higher
north of Avenue 50 than the adjacent segments.
b. Highway 111 from Dune Palms Road to Jefferson Street - In this
segment, 2035 ADT volumes are 10,000 higher east of Dune Palms
Road than the adjacent segment to the west.
c. Avenue 4 rom Dune Palms to Jefferson Street - In this segment, 2035
ADT volumes are 16,000 higher east of Dune Palms Road than the
segment to the west.
d. Avenue 50 from Jefferson Street to Madison Street - In this segment,
2035 ADT volumes are 14,000 higher east of Jefferson Street than the
segment to the west.
Response H-3: As noted in the Draft Circulation Element, Draft EIR and General Plan
traffic study, existing and future traffic volumes on analyzed streets were
modeled using a focused version of the regional RivTAM traffic model.
Due to the development pattern in the area, most traffic generated travels
on major roadways located along section lines. Specific to the four cited
routes the following should help explain the modeled traffic volumes for
buildout year 2035:
A. Jefferson Street from Avenue 48 to Avenue 50: The difference between
volumes north and south of Avenue 48 result from the channeling of the
difference east to Jefferson where sufficient roadway capacity will be
available to accommodate the future north -south volumes.
B. Highway I I I from Dune Palms Road to Jefferson Street: The volume
differences cited in the comment that occur along Highway 111 in 2035
can be attributed to the remaining lands available for development along
Highway 111 and east and west of Jefferson Street. The traffic model
assigns traffic based on current and long-term movement patterns and also
takes advantage of those roadways with available capacities. As a result,
traffic on Dune Palms Road is projected to more than double in 2035 and
to nearly double along Jefferson Street in 2035, for segments both north
and south of Highway 111, thereby reducing volumes on the referenced
segment of Highway 111.
C. Avenue 48 from Dune Palms Road to Jefferson Street: The difference
between volumes east and west of Dune Palm Road result from the
channeling of future traffic east to Jefferson where sufficient roadway
capacity will be available to accommodate the future north -south volumes.
As can be seen from the model results, Washington Street is expected to
operate at capacity, which will encourage future traffic to take advantage
of Jefferson Street where additional capacity will be available.
D. Avenue 50 from Jefferson Street to Madison Street: As with the above
response to item C., above, the difference in volumes is attributable to the
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Final EIR
model's channeling of future traffic to Jefferson Street and Madison Street
where additional capacity will be available.
Comment H-4: 3) Intersection Impact Analysis- Table 111-49 beginning on Page 111-
226 of the Draft EIR provides AM and PM Peak Intersection Analysis
with 2035 buildout volumes during the peak season. The table should be
expanded to indicate and more clearly disclose the additional lanes/traffic
control measures that are required, particularly those additions in other
jurisdictions including Indio. From Exhibit 111-21 to achieve LOS "D" or
better, the following additional lanes are needed according to the Draft
EIR at the intersections that are shared between La Quinta and Indio:
a. Jefferson Street and Fred Waring Drive - 50% Indio; 50% La Quinta -
Add westbound right turn lane in Indio.
b. Jefferson Street and Highway 111 - 75% Indio; 25% La Quinta -Add
3rd southbound left turn lane and 4th southbound thru lane in La
Quinta; add 4th northbound thru lane in Indio.
c. Jefferson Street and Avenue 50.- 25% Indio; 75% La Quinta -Add 2nd
eastbound left turn lane in La Quinta; add 2nd westbound left turn
lane and 2nd westbound thru lane in Indio.
d. Madison Street and Avenue 50 - 75% Indio; 25% La Quinta - The
proposed lane additions in the Draft EIR have been modified by the
Indio/La Quinta Project Development Team (PDT) working together
on the improvement of Madison Street to eliminate the possible need
for a third northbound thru lane in Indio. The Draft EIR should be
updated to reflect the ultimate intersection geometry approved by the
PDT on July 24, 2012. These lane additions in the City of La Quinta
now include a 2nd eastbound thru lane and an eastbound right
turn lane. Lane additions in the City of Indio now include a 2nd
southbound left turn lane, a second southbound thru lane, and a
southbound right turn lane; a 2nd northbound left turn lane, a 2nd
northbound thru lane, and a northbound right turn lane; and a 2nd
westbound thru lane and a westbound right turn lane. A traffic signal
will also be installed at this intersection.
e. Madison Street and Avenue 52 - 25% Indio; 75% La Quinta - The
proposed lane additions in the Draft EIR have been modified by the
Indio/La Quinta PDT working together on the improvement of
Madison Street to eliminate the possible need for a third northbound
thru lane in Indio. The Draft EIR should be updated to reflect the
ultimate intersection geometry approved by the PDT on July 24, 2012.
These lane additions in the City of La Quinta now include two
southbound left turn lanes, a second southbound thru lane, an a
southbound right turn lane; a 2nd northbound left turn lane and a 2nd
northbound thru lane. Lane additions in the City of Indio now include
a 2nd westbound thru lane. A traffic signal will also be installed at this
intersection.
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Final EIR
f. Monroe Street and Avenue 52 - 50% Indio; 25% La Quinta; 25%
County - Add 2nd eastbound thru lane in La Quinta; add 2nd
southbound left turn lane, 2nd southbound thru lane and southbound
right turn lane in Indio; add 2nd westbound thru lane in Indio; add
two northbound left turn lanes, a 2nd northbound thru lane,
and a northbound right turn lane in the County.
Response H-4: Required intersection improvements for buildout year 2035 are set forth in
detail for each of the 37 intersections analyzed starting on page II-88 of
the Draft General Plan. They are also presented graphically in Exhibit II-
I 1 of the Draft General Plan and in Exhibit III-21 of the Draft EIR. Those
intersections shared with other jurisdictions, where there is some question
of the feasibility of recommended improvements, are discussed in both the
Draft General Plan and Draft EIR. Specific to the intersections raised in
the City's comment letter:
A. Jefferson Street and Fred Waring Drive: Comment noted. A westbound
right turn lane already exists at this intersection but will need to be shifted
north to provide room for a third west bound through lane corresponding
to the existing third westbound through lane on the west leg of the
intersection. The above referenced figure shall be revised to reflect the
need for the additional westbound through lane.
B. Jefferson Street and Highway 111: Comment noted. The need for an
additional southbound left turn lane, a fourth southbound through lane and
a fourth northbound through lane are already properly noted ion the
referenced exhibits. As discussed on page III-234 of the Draft EIR and as
set forth in policies in the Draft Circulation Element, the City shall
continue to coordinate with the City of Indio to implement Transportation
Systems Management (TSM) and Transportation Demand management
(TDM) programs to reduce traffic volumes at this intersection.
C. Jefferson Street and Avenue 50: Comment noted. The need for a second
eastbound left turn lane and a second westbound left turn lane are already
properly noted on the referenced exhibits. The City of Indio already has
paved improvements sufficient to provide the recommended combined
second westbound through/right turn lane, and appears to have sufficient
room for a dedicated westbound right turn and dedicated second
westbound through lane when restriping for these becomes necessary.
D. Madison Street and Avenue 50: The issue with this intersection is
associated with clearing northbound traffic through the intersection. It
does not require continuing three northbound lanes, the Draft General Plan
and EIR showing adequate roadway capacity north of Avenue 50 with a
four lane divided roadway. As noted in the City of Indio comment letter,
the Indio/La Quinta Project Development Team comprised of city staffs
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Final EIR
have worked to avoid the need for the referenced northbound through lane.
The team reportedly agrees that a dedicated eastbound right turn lane
should be planned, although the General Plan traffic analysis indicates that
a combined through/right turn lane would suffice at this location. This
change is hereby incorporated by reference in the EIR and will be
incorporated in the final General Plan. Both the Draft General Plan and
EIR recommend on -going monitoring of the performance of this
intersection and the application of TSM and TDM programs that may
assure that it continues to operate at an acceptable level of service in 2035.
E. Madison Street and Avenue 52: The recommended intersection
improvement set forth in the Draft General Plan and EIR are not consistent
with those cited in the City of Indio's comment letter. Consistent with the
City's comments, the Draft General Plan and EIR recommend the same
improvements as those reportedly establish by the Indio/La Quinta Project
Development Team comprised of city staffs. The one inconsistency is the
recommendation for a second northbound left turn lane, which is not
required by the General Plan traffic analysis but which would help transfer
future northbound traffic to the west and reduce otherwise anticipated
volumes on the northbound leg at the intersection of Madison Street and
Avenue 50. This change is hereby incorporated by reference in the EIR
and will be incorporated in the final General Plan.
F. Monroe Street and Avenue 50: The intersection improvements cited in
the City of Indio's comment letter are consistent with those set forth in the
Draft La Quinta General Plan and EIR.
Comment H-5: 4) Intersections Potentially Worse Than LOS "D"- The underlying
analysis in the Draft EIR is very conservative, having bumped up the
October traffic counts by 10 percent to reflect higher volumes in January,
February, and March. This baseline increase of 10 percent effectively
translates to a drop in LOS from "D" to "E" at these intersections.
Constructing costly additional improvements to maintain LOS "D" for the
highest traffic volumes during three months of the year, when these
intersections will operate at LOS "D" or better for the other nine months
of the year, is not justified during these difficult economic conditions.
Since our Circulation Plan Update in 2008, the City of Indio allows LOS
"E" under certain conditions (see attached). Many other jurisdictions in
California also allow LOS "E" under these or similar conditions. For
intersections shared with the City of Indio, especially those where Indio
has jurisdiction over 75 percent of the intersection, the City of La Quinta
should reconsider its LOS "D" standard and also allow LOS "E" under
certain conditions. Mitigation measures necessary to achieve LOS "E"
should be identified and more clearly disclosed in separate tables and
figures, together with identification of improvements that are required
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Final EIR
within the City of Indio. According to the Draft EIR, intersections shared
between the Cities of La Quinta and Indio that may operate at worse
than LOS "D" include:
a. Jefferson Street and Highway 111 - Only 25% of this intersection is in
the City of La Quinta, with 75% of the intersection within the City of
Indio. While adding a third SB left turn lane may be feasible, adding
fourth northbound and southbound thru lanes on Jefferson Street will
require additional right of way in the City of Indio. Both cities have
constructed what are typically considered the maximum practical
improvements at Jefferson Street and Highway 111 including dual left turn
lanes, three thru lanes, and separate right turn lanes with green arrow
overlaps on each approach. Further widening of the intersection which
necessitates purchase of right of way and could result in other
environmental impacts is not acceptable to the City of Indio. In
accordance with the attached policy, LOS "E" conditions will therefore be
acceptable if they should occur at buildout in Year 2035 during the peak
season (January thru March) at Jefferson Street and Highway 111 in the
City of Indio.
b.
c. Madison Street and Avenue 50 - Only 25% of this intersection is in the
City of La Quinta, with 75% of the intersection within the City of Indio.
The revised lane configurations approved by the Indio/La Quinta PDT will
result in LOS "D" or better operating conditions in Year 2035. Further
widening of the intersection which necessitates purchase of additional
right of way and could result in other environmental impacts is not
acceptable to the City of Indio. In accordance with the attached policy,
LOS "E" conditions will therefore be acceptable if they should occur at
buildout in Year 2035 during the peak season (January thru March) at
Madison Street and Avenue 50 in the City of Indio.
Response H-5: The use of a 10 percent weighting factor to arrive at peak season traffic
volumes based on off-peak volumes is modestly conservative.
Historically, growth in traffic volumes have increased beyond previously
modeled predictions and therefore weighting peak season traffic seems a
prudent approach since the acquisition of future rights of way will be
precluded in most cases once development has occurred. Specific to two
cited intersections projected to operate at worse than LOS D at 2035
buildout the following clarifications are provided:
A. Jefferson Street and Highway 111: Both the Draft La Quinta General
Plan and EIR note that required improvements to maintain LOS D
operating conditions at this interest in 2035 are probably not feasible and
that other efforts should be applied, including TSM and TDM programs,
to optimize long-term operating conditions. It should be noted that the
City of La Quinta, recognizing constraints to further improvements at this
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Final EIR
intersection, intends to adopt findings of overriding consideration for this
and other intersections and roadways segments that are projected to
operate at worse than LOS D conditions at the 2035 buildout period.
B. Madison Street and Avenue 50: As previously discussed above under
Item D., the issue with this intersection is associated with clearing
northbound traffic through the intersection. The Indio/La Quinta Project
Development Team comprised of city staffs have worked to avoid the
need for the referenced northbound through lane and this change is hereby
incorporated by reference in the EIR and will be incorporated in the final
General Plan. Both the Draft General Plan and EIR recommend on -going
monitoring of the performance of this intersection and the application of
TSM and TDM programs that should assure that it continues to operate at
an acceptable level of service in 2035. It is recommended that the City of
Indio also consider other strategies, including TSM and TDM programs to
improve operating conditions at those intersections where Indio
anticipated long-term LOS E operating conditions. It should also be noted
that the City of La Quinta, recognizing constraints to further
improvements at this intersection, intends to adopt findings of overriding
consideration for this and other intersections and roadways segments that
are projected to operate at worse than LOS D conditions at the 2035
buildout period.
Finally, it should also be noted that the City of Indio comment letter
further argues that it finds that LOS D improvements are expensive, that
LOS E operating conditions at many of its intersections is acceptable and
that Indio has incorporated the LOS E standard into its 2008 Circulation
Plan update. Inasmuch as the peak season population (residents and
visitors) represent an important part of the local economy, and that both
the Cities of Indio and La Quinta host and are beneficiaries of major peak
season events, assuring acceptable levels of service during this period is a
valuable investment.
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Final EIR
I. COUNTY OF RIVERSIDE TRANSPORTATION AND
LAND MANAGEMENT AGENCY
Comment I-1: The Riverside County Transportation Department (RCTD) has reviewed
the Circulation Element for the City of La Quinta General Plan. The
County requests that any roadway designations within the City's
Circulation Element that extend to the City/County boundary and the
City's sphere of influence and that differ from the County's designations be
coordinated with County staff. Specifically the RCT has compared the
City's Circulation Element to the County's current Circulation Element and
the Circulation Element the County will be proposing in its own update to
the County General Plan. The RCTD is primarily concerned with potential
conflicts regarding the proposed designations on Harrison Street (former
SR-86) and Avenue 62 within the City's Circulation Element.
Based on discussions with City staff, the County understands that Harrison
Street was modeled for the City's General Plan as an 8 lane divided facility
and that the City's traffic model demonstrated the need for a facility of this
size. The County concurs that an 8 lane facility will need to be
accommodated in the future for Harrison Street. However, as of the
writing of this letter the last published version of the City's General Plan
showed Harrison Street as a Major Arterial Highway (6 lanes divided
within 128 feet of right- of -way). The County requests the City
incorporate a cross-section for an 8 lane divided highway into the City's
General Plan and that the designation of Harrison Street would be changed
to that cross-section. The County requests that the City's cross-section
would generally conform to the attached cross-section.
Response I-1: It is correct that General Plan buildout conditions for Harrison Street were
modeled assuming an 8-lane divided roadway. The General Plan
Circulation Element, including Exhibit II-2: General Plan Roadway
Classifications, will be revised to reflect the 8-lane facility as an
Augmented Urban Arterial as shown in the previous version of the
General Plan. The City also agrees that the Augmented Urban Arterial to
be incorporated in the updated General Plan Circulation Element will
substantially conform to the improvement standards and overall right-of-
way set forth in the County's Roadway Standard No. 87. Please note that
lane widths vary somewhat from the County's standard; however, these
should not significantly affect implementation of substantially consistent
improvements.
Comment I-2: The City is proposing that Avenue 62 be designated as a Secondary
Arterial Highway (4 lanes undivided within 102 feet of right-of-way). The
County has previously analyzed this roadway in the South Valley Parkway
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Final EIR
Traffic Study and Roadway Phasing Plan dated April 4, 2007 prepared by
Kimley-Horn and Associates, Inc. The conclusions of that study indicated
that the portion of Avenue 62 that falls within the City's General Plan
between Monroe Street and Harrison Street should be planned for four
lanes within 220-feet of right-of-way. The County has done additional
traffic modeling of this corridor in connection with a proposed update of
the County's General Plan using the RIVTAM model. The assumptions of
model for the proposed General Plan incorporated approved Specific Plans
within this portion of the County, but otherwise did not use the proposed
land use assumptions of the South Valley Parkway. The General Plan
update model analyzed the full future build -out of all unincorporated and
incorporated areas beyond the 2035 horizon, and the model has indicated
that traffic volumes on Avenue 62 will warrant at least a 6 lane divided
facility at full build -out. The County continues to recommend that
Avenue 62 should be designated in such as way that sufficient right-of-
way will be preserved for the accommodation of ultimate future growth
and that at a minimum will permit the construction of a 6 lane divided
facility. The County believes that a minimum of 152 feet of right -of -way
should be preserved for this roadway, especially between Jackson Street
and Harrison Street.
Response I-2: Comment noted. As discussed with County Transportation Department
staff during our August 21, 2012 teleconference, consultations between
the City's traffic consultant and County Demographics staff indicated that
the RivTAM model had utilized the unadopted land use designations set
forth in the draft South Valley Parkway project. Regardless of whether
these data were included in the modeling effort, County Transportation
also indicates that RivTAM output is based upon buildout of all
incorporated and unincorporated lands in the County, including those set
forth in the currently proposed but not yet adopted Eastern Coachella
Valley Area Plan.
The County's request that sufficient right-of-way be secured along Avenue
62 between Harrison Street and Monroe Street to allow for an ultimate 6-
lane divided roadway is understandable. However, in previous discussions
with the County, the City has expressed its concern regarding planning for
such a large capacity roadway along Avenue 62 and was assured that a
four -lane facility east of Harrison Street would be acceptable.
Nonetheless, the City has determined that between Harrison Street and
Monroe Street, Avenue 62 can be designated as a Major Arterial (128 foot
right-of-way), which is sufficient to construct a 6-lane divided roadway.
The General Plan shall only require the construction of a 4-lane divided
facility, reserving the unused right-of-way for additional lanes in the event
these are needed in the future.
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Final EIR
Comment I-3: The County has adopted Community Design Guidelines for an area known
as Vista Santa Rosa (VSR). The boundaries of this community include the
unincorporated portions of the City of La Quinta's General Plan, covering
the City's current sphere of influence and extend further to the south
between Avenue 62 and Avenue 66 on the north and south and between
Monroe Street and Harrison Street on the west and east. The County
requests that the City would cooperate with the County in preserving the
VSR community identity within its full boundaries. The County desires
that this area remain intact through inclusion within the sphere of
influence of one city and that future planning would consider all portions
of this community.
Response I-3: Comment noted. The City will continue to cooperate with the County in
preserving the community of Vista Santa Rosa (VSR) within its full
boundaries. As the County is aware, the Local Agency Formation
Commission (LAFCO) sets the boundaries of a city's Sphere -of -Influence.
Nonetheless, when considering future planning under the City of La
Quinta's jurisdiction within the Vista Santa Rosa area, the City shall give
thoughtful consideration to all portions of the VSR community.
45
Terra Nova/La Quinta General Plan
Final EIR
J. COACHELLA VALLEY MOSQUITO AND VECTOR
CONTROL DISTRICT
Comment J-1: The District is a non -enterprise independent special district accountable to
the citizens of the Coachella Valley, charged with the protection of public
health through the control of vectors and vector -borne diseases within its
boundaries. We operate under the California Health and Safety Code
Division 3, Sections 2000-2910 (known as the Mosquito Abatement and
Vector Control District Law). Our activities include the prevention and
control of mosquitoes, filth flies, eye gnats, and the red imported fire ant.
Response J-1: Comment noted.
Comment J-2: The General Plan Update may result in increases in these vector
populations and impact the ability of the District to control vectors.
Specifically, the expansion of La Quinta into its Sphere of Influence to the
south and east will increase the likelihood that residents encounter vector
and nuisance insects in agricultural and wetland habitats.
Response J-2: Comment noted.
Comment J-3: Mosquitoes
Within the urbanized areas of La Quinta, as well as the rest of the
Coachella Valley, mosquitoes breed in storm drain systems, neglected
swimming pools, poorly designed or damaged landscape irrigation
systems, and other containers that hold water for at least 96 hours. The
most important vector species are the encephalitis mosquito and the
southern house mosquito. These species can vector (transmit) West Nile
virus, western equine encephalomyelitis and St. Louis encephalitis to
humans. Additionally, West Nile virus and western equine
encephalomyelitis can infect horses, which is of interest to La Quinta due
to its numerous equestrian trails.
Response J-3: Comment noted.
Comment J-4: The General Plan Update indicates that the number of dwelling units in the
planning area will be increased to 53,103. The current number of dwelling
units that are occupied year-round is 14,820 of the 23,489 available. If the
current year-round occupation rate is kept constant at 63%, then 19,648
dwelling units could be expected to be unoccupied. If the current number
of seasonal, recreational, and occasional use homes remains the same
(27.5% according to the 2010 U.S. census), then 14,603 homes will be
vacant for at least part of the year.
Response J-4: Comment noted.
..
Terra Nova/La Quinta General Plan
Final EIR
Comment J-5: The District conducts aerial photography to determine if pools are
neglected. In April 2012, we identified 245 pools in La Quinta as possibly
being neglected, or approximately 1% of the dwelling units present. With
an increase in dwelling units, we might expect this to reach 530 pools at
build out. We currently see that approximately half of the pools on our
possibly neglected list require treatment and follow-up inspections.
Response J-5: Comment noted.
Comment J-6: Storm drains, catch basins, dry wells, and detention basins are also
commonly used as breeding sites for mosquitoes within the urban
environment. Given that 2,084.5 acres of street rights of way are proposed
to be built under the Preferred Plan, we expect that more storm drains will
be built. We applaud La Quinta's commitment on page V-4 to be a Full
Service Community. We agree that "storm drains ... [are] maintained in
good working order and of adequate service level to address existing and
future needs" is an important Guiding Principle and a task that ensures
effective use of mosquito control products.
Response J-6: Comment noted.
Comment J-7: As the agricultural areas of the Sphere of Influence are built, residents are
likely to encounter floodwater mosquitoes known as Psorophora. These
mosquitoes are not vectors of disease; however, they are active day and
night and are very painful biters. The addition of residents in the area will
result in additional service requests, increasing our workload.
Response J-7: Comment noted.
Comment J-8: Filth flies and eye gnats
As the area within the La Quinta Sphere of Influence is developed from
agricultural property into dwelling units, we expect to receive more
requests for control of filth flies and eye gnats. Most flies lay eggs in
decaying plant or animal matter as can be found in agricultural practices.
We have seen the development of homes in traditionally agriculture areas
result in unhappy homeowners who are not pleased with the presence of
adult flies. We can and do recommend methods of preventing breeding
sources of flies, but properties that are zoned for agriculture do have
potential for fly breeding even when practicing standard and acceptable
agricultural practices as defined by the California Health and Safety code.
Response J-8: Comment noted.
47
Terra Nova/La Quinta General Plan
Final EIR
Comment J-9: Red imported fire ants (RIFA)
While the red imported fire ant (RIFA) is not a vector of disease, it is an
invasive species within the Coachella Valley that produces a very painful
sting. People may experience localized pain or swelling and in some cases,
anaphylactic shock. In urban areas, they build mounds close to buildings,
in school yards, athletic fields, golf courses, and parks. In agricultural
areas, they can build mounds near water sources and drip irrigation
systems, feed on seeds and budding fruits, and sting livestock. La Quinta
already has several golf courses that are infested with RIFA, and further
creation of green spaces will likely result in the spread of the insect into
the currently less urbanized Sphere of Influence.
Response J-9: Comment noted.
Comment J-10: We applaud the City of La Quinta's commitment to using desert
landscaping techniques as well as the development of educational
programs and demonstration gardens to inform the public and businesses
of water efficient techniques and sustainable practices. Reducing water
use, particularly wasted water that flows into storm drains, will result in
decreases in vector populations. We encourage the city to work with us
and future developers to use vector prevention strategies when building
storm drains and choosing landscape options.
Response J-10: Comment noted.
48
Terra Nova/La Quinta General Plan
Final EIR
K. RIVERSIDE COUNTY PLANNING DEPARTMENT
Comment K-1: The Vista Santa Rosa Design Guidelines were adopted by the Riverside
County Board of Supervisors in January 2009, after completion of this
collaborative effort and are available at the following link:
http://www.rctlma. org/planning/content/deyproc/guidelines/vistasantarosa/
vistasantarosalogousageguides.pdf.
The County of Riverside requests that continued consideration of the
comprehensive identity for the Vista Santa Rosa community, as referenced
and detailed within the Design Guidelines, is incorporated into the Citys
updated General Plan and any other associated planning documents.
Response K-1: Comment noted. As stated in the General Plan and the DEIR, a Master
Plan is required for the CityS eastern sphere of influence prior to
annexation. The purpose of the Master Plan is, in part, to incorporate the
character of the area in future development efforts. The City is familiar
with the Design Guidelines, and the process that led to their completion,
and will continue to include the Vista Santa Rosa communityN vision in
its planning efforts in the future.
49
Terra Nova/La Quinta General Plan
Final EIR
L. HOFFMAN LAND DEVELOPMENT COMPANY
Note: The Hoffman Land Development Company comment letter was submitted with and is
associated with a separate letter provided by Endo Engineering, whose comments are addressed
separately in Comment Letter G, above.
Comment L-1: We have made numerous requests to staff to work with us to review and
analyze the modification and/or the possible deletion or conversion to
emergency access of one or more of these roads as part of this General
Plan Update. Staff has advised that such review and analysis is not timely
and should be undertaken later as part of a Specific Plan review of the
Travertine property. We have respected this requested, as it has been our
understanding that the City intends to review and apply the circulation
element flexibly in this area of the City understanding that among other
things, it is not in the public interest to construct roads that are
unnecessary or oversized. The Endo Engineering analysis of the report
reveals that this southerly area of the City was not extensively studied and
much detailed information is lacking when compared to the analysis
performed in other areas.
For the above reasons we request that a written statement be included in
the policy document confirming that circulation will be flexibly
interpreted in the Southerly Jefferson/Avenue 58/Madison/Avenue 62 area
and further that an acknowledgement of this be included in the EIR
Circulation analysis.
Response L-1: Comment noted. The City has been working with the Travertine project
proponent and will continue to cooperate in the proponents planned
project revisions. Until such time as the City approves new land uses on
the Travertine site, current entitlements must be used to model area traffic.
As the City has consistently indicated, it will consider a revision to the
City Circulation Element and Roadway Classifications concurrent with the
submittal of a complete amendment to the approved Travertine Specific
Plan.
Again, it is noted that the commentor's traffic engineer (Endo
Engineering) has prepared several traffic analyses for the Travertine
project and has incorporated analysis of surrounding lands in these studies.
These data have been shared with the General Plan traffic consultant.
There have been numerous discussions regarding circulation, and multiple
land use scenarios were modeled for this area, including the vicinity of the
Travertine project. The trip generation potential of the Travertine project,
as well as the approved Coral Canyon TTM 33444 (Green Specific Plan),
have been thoroughly analyzed as well. Also, please see the TIA technical
appendices, which have been provided to the commentor.
50
Terra Nova/La Quinta General Plan
Final EIR
Also note that the Policies in the Draft General Plan Circulation Element
provide the City with flexibility in responding to changing conditions and
the need for or appropriateness of adjusting rights of way and
improvements to meet long-term capacity needs along segments and at
City intersections.
51
Terra Nova/La Quinta General Plan
Final EIR
M. AGUA CALIENTE BAND OF CAHUILLA INDIANS
Note: This letter was mailed to the City on September 6th, one week after the close of the
comment period. Although the City is not obligated to respond under CEQA, it has been
included in this response to comments.
Comment M-1: According to our records on Cahuilla landscapes, there are traditional
cultural properties exist within the General Plan area that have not been
documented Dr. Lowell Bean's book The Cahuilla Landscape (1991) and
Frank Patencio's book, Stories and Legends of the Palm Springs Indians
(1943) describe two Cahuilla place name locations. Cow on vah al ham ah
is a settlement area for the Cahuilla located east of Happy Point. The area
is associated with the Cahuilla culture hero Eagle Flower who made
impressions into the surrounding landscape. Another Cahuilla place name
location is located near the historic La Quinta Hotel on Eisenhower. Oral
traditions suggest Eagle Flower resided in a village known as Kotevewit
along the foothills. Archaeological sites and cultural resources mentioned
in the DEIR may be associated with these important Cahuilla place names
locations.
Response M-1: Comment noted.
Comment M-2: We request a thorough background research in traditional Cahuilla
landscapes and oral history to better understand the cultural significance
and potential impacts to the Cahuilla traditional places. This research shall
be added to the historic and prehistoric sections of the plan under Cultural
Resources
Response M-2: The General Plan is a policy document, and as such provides a broad
overview of the importance of cultural resources, including Native
American resources, in the community. It is not appropriate for the
General Plan to include a comprehensive inventory of cultural landscapes
and oral history. Because of the rich cultural history in the City, the City
requires the preparation of cultural resource reports for individual
development projects, and has specific standards for the research for and
preparation of these reports. These standards include Native American
consultation. This is the appropriate time for any Tribal official to provide
comments and concerns on any resource issue, including cultural
landscapes and oral history.
In the case of the preparation of the General Plan, the commentor was
contacted in writing by the archaeologist preparing the General Plan
Cultural Resources study in April 2010. No response was received.
52
Terra Nova/La Quinta General Plan
Final EIR
Comment M-3: Under Section 111-66 3.1 Mitigation Measures regarding consultations
with tribes, we would like to emphasize the need for consultation on every
project
Response M-3: Comment noted. The City does include the Tribe in all project
consultations. In addition, the Tribe is included in the Native American
Heritage Commission listings for all projects.
Comment M-4: Section 111-66 3.2 Mitigation Measures, we request the following be
added: 100% survey and cultural resource inventory is required prior to
the approval of projects
Response M-4: Comment noted. The stated mitigation measure #2 on page III-66 requires
surveys for cultural resources on vacant sites prior to project approval as
written. No change is necessary.
Comment M-5: Section 111-66 3.2 Mitigation Measures, we request copies of any
associated cultural resource reports and site records that might be
generated in connection with these efforts for review and comment
Response M-5: Comment noted. The Tribe has the opportunity to request copies of
cultural resource reports when CEQA documentation is transmitted to the
Tribe for comment.
Comment M-6: Section 111-66 3.2 Mitigation Measures, we request a review period of 45
days to review the associated cultural resource reports and site records and
will provide additional comments, such as proposed mitigation measures
or conditions of approval, at that time.
Response M-6: Comment noted. There is no statutory requirement for a 45 day review
period for cultural resource studies. The Tribe has the opportunity to
comment on all CEQA documents as provided in Public Resources Code
21091.
Comment M-7: Page Ill 67 Section A. Mitigation Monitoring and reporting we request an
Approved Cultural Resource Monitor(s) must be present during any
ground disturbing activities by developers. Should buried cultural deposits
be encountered, the Monitor may request that destructive construction halt
and the Monitor shall notify a Qualified (Secretary of the Interior's
Standards and Guidelines) Archaeologist to investigate and, if necessary,
prepare a mitigation plan for submission to the Agua Caliente Tribal
Historic Preservation Officer. Work on the overall project may continue
during this assessment period.
Response M-7: The City requires that qualified monitors be present during all earth
moving activities on any property on which the potential for cultural
53
Terra Nova/La Quinta General Plan
Final EIR
resources is identified. The monitors are empowered to stop or redirect
construction activities. This requirement has been and will continue to be a
standard condition of the Historic Preservation Commission, and a
standard mitigation measure in the Planning Departments CEQA
documents.
Comment M-8: We request specification (sic) if human remains are encountered during
grading and other construction excavation, work in the immediate vicinity
shall cease and the County Coroner shall be contacted pursuant to State
Health and Safety Code E7050.5.
Response M-8: The commentorS request is a requirement of California law with which
the City complies. No change is required in the EIR.
54
.E 0MTY)E
n012
D
Bf P
... , SPATE OF CALIFORNIA
w
GOVERNOR'S ONCE of PLANYvING AND RESEARCH
" STATE CLEARINGHOUSE AND Pr ANNING• UNIT ���o
low
EDMUND G_ UOWN JR. RVIN ALEX
GOVERNOR Dumarox
August 28, 2012
Andrew Mogenscn•
City of La Quinta
P,O. Box 1504
La Quinta, CA 92253
Subject: General Plan Update
SCH#: 2010111094
Dear Andrew Mogcnsen:
The State Clearinghouse submitted the above named Draft EIR to selected state agencies for review. On
the enclosed Document Details Report please note that the Clearinghouse has listed the state agencies that
reviewed your document. The review period closed on August 27, 2012, and the comments from the
responding agency (ics) is (are) enclosed. If this comment package is not in order, please notify the State
Clearinghouse immediately. Please refer to the project's ten -digit State Clearinghouse number in future
correspondence so that wo may respond promptly.
Please note that Section 21104(c) of the California Public Resources Code states that:
"A responsible or other public agency shall only make substantive comments regarding those
activities involved in a project which are within an area of expertise of the agency or which are
required to be carried out or approved by the agency. Those comments shall be supported by
specific documentation."
Those comments arc forwarded for use in preparing your final environmental document. Should you need
more information or clarification of the enclosed comments, we recommend that you contact the
commenting agency directly.
This letter acknowledges that you have complied with the State Clearinghouse review requirements for
draft environmental documents, pursuant to the California Environmental Quality Act, Please contact the
State Clearinghouse at (916) 445-0613 if you have any questions regarding the environmental review
process.
Sincerelyrorgann
So
Director. State Clearinghouse
Enclosures
cc: Resources Agency
140010th Street P.Q. Box 3044 Sacramento, California 95812-3044
(916) 445-06.13 FAX (916) 323.3018 www.opr.ca.gov
300'd 9SR0110KI2iV I0 SIVIS T9:9T ZTOZ-oe-oflit
Document Details Report
State Clearinghouse Data Base
SCH0 2010111094
Project Title General Plan Update
Lead Agency 40 Quinta, City of
Type EIR Draft EIR
Description Update of the La Quinta General Plan, to encompass all mandated Elements, and add a Sustainable
Community and an Economic Development Element. The Update will include modifications to the
Land Use Map, but will not significantly change land use patterns in the City. The Update also
includes planning and land use designations for the City's Sphere of Influence. A Greenhouse Gas
Reduction Plan is also being proposed, in conjunotlon with the General Plan.
Lead Agency Contact
Name Andrew Mogensen
Agency
City of La Quinta
Phone
(760) 777.712S
amai!
Address
P.O. Box 1504
City
La Quinta
Fox
State CA Zip 92283
Project Location
County Riverside
C/ty La Quinta
Region
Lat / Long 33° 6.6' 3" N / 116' 31' 0" W
Cross Streets City-wide
Parcel NO.
Township Range Section Base
Proximity to:
Highways Hwy 111
Airports Jacqueline Cochran
Railways
Waterways Coachella Valley Stormwater Channel
Schools
Land Use
Projeot.issues Agricultural Land; Air Quality; Arohaeologic-Historic; Biological Resources; Drainage/Absorption; Flood
Plain/Flooding; Forest Land/Fire Hazard; Geologic/Seismic; Minerals; Noise; Population/Housing
Balance; Public Services; Recreation/Parks; Schools/Universities; Septic System; Sewer Capacity; Soil
Erosion/Compaction/Grading; Solid Waste; Toxic/Hazardous; Traffic/Circulation; Vegetation,, Water
Quality; Water Supply; Wetland/Riparian; Growth Inducing; Landuse
Reviewing Resources Agency; Department of Fish and Game, Region 6; Cal Fire; Office of Historic Preservation;
Agenc/es Department of Parks and Recreation; Department of Water Resources; Office of Emergency
Management Agency, California; California Highway Patrol; Caltrans, District 8; Department of Housing
and Community Development; Air Resources Board, Transportation Projects; Regional Water Quality
Control Board, Region 7; Native American Heritage Commission; Public Utilities Commission;
Coachella Valley Mountains Conservancy
Date Received 07/12/2012 Start of Review 07/12/2012 End of Review 08/27/2012
Note: Blanks in data fields result from insufficient information provided by lead agency.
C00'd HSROHDNIUV970 HMS 1Z:9T 3103-OC-00
U&IX91 .CAhIEQa N 1G -..... EAmund_G._8rown�dr �GovarnoX
NATIVE AMERICAN HERITAGE COMMISSION
CAPITOL ROOM $61 SA � 1,�
St►CRAMEN'r0, CA661 94
(418)858.8251
Fax (918) 857.5390 r
Wob Slto WWW.nahe.ea.pov
ds_nnhc®pacbell.net
July 17, 2012 >� (1EMFD
Mr. Andrew Mogensen, AICP, City Planner .1UL.,2 0 2012
City of La Quanta
P.O. Box 1504 6i'A7E CLEARING HOUSE
La Quints, CA 92263 _
Re: SCH*201011.1-094;.CEQA Notice of Completion: draft Environmental Impact Report
(DEIR) for the Cityof La_Quinta General Plan Update; located in the City of La Quinta:
Coachella Valley, Riverside County,,Califomia.
Dear Mr. Mogensen:
The Native American Heritage Commission (NAHC), the State of Califomia
'Trustee Agency' for the protection and preservation of Native American cultural resources
pursuant to California Public Resources Code §21070 and affirmed by the Third Appellate Court
in the case of EPIC v. Johnson (1985: 170 Cal App. S4 604).
This letter includes state and federal statutes relating to Native American
historic properties of religious and cultural significance to American Indian tribes and interested
Native American individuals as 'consulting parties' under both state and federal law. State law
also addresses the freedom of Native American Religious Expression in Public Resources Code
§5097.9. This project is also subject to California Government Code Section 6535213, et seq.
The California Environmental Quality Act (CEQA — CA Public Resources Code
21000-21177, amendments effective 3/18/2010) requires that any project that causes a
substantial adverse change in the significance of an historical resource, that includes
archaeological resources, is a'significant effect requiring the preparation of an Environmental
Impact Report (EIR) per the CEQA Guidelines defines a significant impact on the environment
as 'a substantial, or potentially substantial, adverse -change in any of physical conditions within
an area affected by the proposed project, including ...objects of historic or aesthetic
significance." In order to comply with this provision, the lead agency is required to assess
whether the project will have an adverse impact on these resources within the 'area of potential
effect (APE), and if so, to mitigate that effect. The NAHC recommends that the lead agency
request that the NAHC do a Sacred Lands File search as part of the careful planning for the
proposed project.
The NAHC "Sacred Sites,' as defined by the Native American Heritage Commission and the
California Legislature in California Public Resources Code §§5097.94(a) and 6097,96. items in
the NAHC Sacred Lands Inventory are confidential and exempt from the Public Records Act
pursuant to California Government Code §6254 (r ).
Early consultation with Native American tribes in your area is the best way to avoid
unanticipated discoveries of cultural resources or burial sites once a project is underway.
Culturally affiliated tribes and individuals may have knowledge of the religious and cultural
significance of the historic properties in the project area (e.g. APE). We strongly urge that you
t00'd EsnoHORIMM Elvis zz:si ziO3-06-Mx
make contact with the list of Native American Contacts on the attached list of Native American.
contacts, to see if your proposed project might impact Native American cultural resources and to
obtain their recommendations concerning the proposed project. Pursuant to CA Public
cooperation from other public agencies in order
Resources Code § 5097.95, the NAHC requests
that the Native American consulting parties be provided pertinent project information.
Consultation with Native American communities is also a matter of environmental justice as
defined by California Govemment Code §65040.12(e). Pursuant to CA Public Resources Code
§5097,95, the NAHC requests that pertinent project information be provided consulting tribal
parties. The NAHC recommends avoidance as defined by CEQA Guidelines §15370(a) to
sources
Suction 2183 2 thathat would damage or destroy Native requires documentation, data recovery of cultural erican tresoural u ces.
Secta project ion and
o
Furthermore, the NAHC if the proposed project is under the jurisdiction of the statutes
and regulations of the National Environmental Policy Act (e_g. NEPA; 42 U,$.C. 4321-43351).
Consultation with tribes and interested Native American consulting parties. on the NAHC list,
should be conducted in compliance with the requirements of federal NEPA and Section 106 and
4(f) of federal NHPA (16 U.S.C. 470 et sag), 36 CFR fart 800.3 (f) (2) & .5, the President's
Council on Environmental Quality (CSQ, 42 V.S.0 4371 et seq. and NAGPRA (26 U.S.C. 3001-
3013) as appropriate. The 1992 Secretary of the Interiors Standards for the Treatment of
Historic Properties were revised so that they could be applied to all historic resource types
included in the National Register of Historic Places and including cultural landscapes. Also,
federal Executive Orders Nos. 11593 (preservation of cultural environment), 13175
(coordination & consultation) and 13007 (Sacred Sites) are helpful, supportive guides for
Section 106 consultation. The aforementioned Secretary of the Interior's Standards include
recommendations for all 'lead agencies' to consider the historic context of proposed projects
and to "research" the cultural landscape that might include the 'area of potential effect.'
Confidentiality of "historic properties of religious and cultural significance" should also be
considered as protected by California Government Code §6254( r) and may also be protected
under Section 304 of he NHPA or at the Secretary of the Interior discretion if not eligible for
listing on the National Register of Historic Places, The Secretary may also be advised by the
federal Indian Religious Freedom Act (cf. 42 U.S.C., 1996) in issuing a decision on whether or
not to disclose items of religious and/or cultural significance identified in or near the APEs and
possibility threatened by proposed project activity.
Furthermore, Public Resources Code Section 5097.98, California Government Code
§27491 and Health & Safety Code Section 7050.5 provide for provisions for inadvertent
discovery of human remains mandate the processes to be followed in the event of a discovery
of human remains in a project location other than a `dedicated cemetery'.
To be effective, consultation on specific projects must be the result of an ongoing
relationship between Native American tribes and lead agencies, project proponents and their
contractors, in the opinion of the NAHC. Regarding tribal consultation, a relationship built
around regular meetings and informal involvement with local tribes will lead to more qualitative
consultation tribal input on specific projects.
Finally, when Native American cultural sites and/or Native American burial sites are
prevalent within the project site, the NAHC recommends 'avoidance' of the site as referenced by
CEQA Guidelines Section 15370(a).
0A
900 ' d SSIlOHOR Roil 0 MIS ZZ : 9 T Z T OZ—OE-onv
If you have any questions about this response to your request, please do not hesitate to
me at (916y653-V51.
Program
Cc: State
Attachment: Nate American Contact List
900 ' d ZSROHJR I2IVagO E LVIS EZ : 9 T Z T 03-H-Ofiv
P. 01
TRANSACTION REPORT
AUG-30-2012 THU 02:49 PM
:K FOR:
RECEIVE
:K DATE START SENDER RX TIME PAGES TYPE NOTE M# DP
AUG-30 02:45 PM 3118" 6 RECEIVE OK :K
NATIVE AMERICAN HERITAGE COMMISSION
916 CAPITOL MALL, ROOM 364
SACRAMENTO, CA 95814
(916) 653-6251
Fax (916) 657-5390
Web Site www.nahc.ca.aov
ds_nahc@pacbeII.net
July 17, 2012
Mr. Andrew Mogensen, AICP, City Planner
City of La Quinta
P.O. Box 1504
La Quinta, CA 92253
r JUL 20 2012
I
I CITY OP LA QUINTiA
PLANNING DEPAPTME tp
Re: SCH#2010111094; CEQA Notice of Completion: draft Environmental Impact Report
(DEIR) for the City of La Quinta General Plan Update; located in the City of La Quinta;
Coachella Valley; RiversideCounty, California.
Dear Mr. Mogensen:
The Native American Heritage Commission (NAHC), the State of California
`Trustee Agency' for the protection and preservation of Native American cultural resources
pursuant to California Public Resources Code §21070 and affirmed by the Third Appellate Court
in the case of EPIC v. Johnson (1985: 170 Cal App. 3rd 604).
This letter includes state and federal statutes relating to Native American
historic properties of religious and cultural significance to American Indian tribes and interested
Native American individuals as `consulting parties' under both state and federal law. State law
also addresses the freedom of Native American Religious Expression in Public Resources Code
§5097.9. This project is also subject to California Government Code Section 65352/3, et seq.
The California Environmental Quality Act (CEQA — CA Public Resources Code
21000-21177, amendments effective 3/18/2010) requires that any project that causes a
substantial adverse change in the significance of an historical resource, that includes
archaeological resources, is a 'significant effect' requiring the preparation of an Environmental
Impact Report (EIR) per the CEQA Guidelines defines a significant impact on the environment
as 'a substantial, or potentially substantial, adverse change in any of physical conditions within
an area affected by the proposed project, including ... objects of historic or aesthetic
significance." In order to comply with this provision, the lead agency is required to assess
whether the project will have an adverse impact on these resources within the `area of potential
effect (APE), and if so, to mitigate that effect. The NAHC recommends that the lead agency
request that the NAHC do a Sacred Lands File search as part of the careful planning for the
proposed project.
The NAHC "Sacred Sites,' as defined by the Native American Heritage Commission and the
California Legislature in California Public Resources Code §§5097.94(a) and 5097.96. Items in
the NAHC Sacred Lands Inventory are confidential and exempt from the Public Records Act
pursuant to California Government Code §6254 (r ).
Early consultation with Native American tribes in your area is the best way to avoid
unanticipated discoveries of cultural resources or burial sites once a project is underway.
Culturally affiliated tribes and individuals may have knowledge of the religious and cultural
significance of the historic properties in the project area (e.g. APE). We strongly urge that you
make contact with the list of Native American Contacts on the attached list of Native American
contacts, to see if your proposed project might impact Native American cultural resources and to
obtain their recommendations concerning the proposed project. Pursuant to CA Public
Resources Code § 5097.95, the NAHC requests cooperation from other public agencies in order
that the Native American consulting parties be provided pertinent project information.
Consultation with Native American communities is also a matter of environmental justice as
defined by California Government Code §65040.12(e). Pursuant to CA Public Resources Code
§5097.95, the NAHC requests that pertinent project information be provided consulting tribal
parties. The NAHC recommends avoidance as defined by CEQA Guidelines §15370(a) to
pursuing a project that would damage or destroy Native American cultural resources and
Section 2183.2 that requires documentation, data recovery of cultural resources.
Furthermore, the NAHC if the proposed project is under the jurisdiction of the statutes
and regulations of the National Environmental Policy Act (e.g. NEPA; 42 U.S.C. 4321-43351).
Consultation with tribes and interested Native American consulting parties, on the NAHC list,
should be conducted in compliance with the requirements of federal NEPA and Section 106 and
4(f) of federal NHPA (16 U.S.C. 470 et seq), 36 CFR Part 800.3 (f) (2) & .5, the President's
Council on Environmental Quality (CSQ, 42 U.S.0 4371 et seq. and NAGPRA (25 U.S.C. 3001-
3013) as appropriate. The 1992 Secretary of the Interiors Standards for the Treatment of
Historic Properties were revised so that they could be applied to all historic resource types
included in the National Register of Historic Places and including cultural landscapes. Also,
federal Executive Orders Nos. 11593 (preservation of cultural environment), 13175
(coordination & consultation) and 13007 (Sacred Sites) are helpful, supportive guides for
Section 106 consultation. The aforementioned Secretary of the Interior's Standards include
recommendations for all `lead agencies' to consider the historic context of proposed projects
and to "research" the cultural landscape that might include the 'area of potential effect.'
Confidentiality of "historic properties of religious and cultural significance" should also be
considered as protected by California Government Code §6254( r) and may also be protected
under Section 304 of he NHPA or at the Secretary of the Interior discretion if not eligible for
listing on the National Register of Historic Places. The Secretary may also be advised by the
federal Indian Religious Freedom Act (cf. 42 U.S.C., 1996) in issuing a decision on whether or
not to disclose items of religious and/or cultural significance identified in or near the APEs and
possibility threatened by proposed project activity.
Furthermore, Public Resources Code Section 5097.98, California Government Code
§27491 and Health & Safety Code Section 7050.5 provide for provisions for inadvertent
discovery of human remains mandate the processes to be followed in the event of a discovery
of human remains in a project location other than a `dedicated cemetery'.
To be effective, consultation on specific projects must be the result of an ongoing
relationship between Native American tribes and lead agencies., project proponents and their
contractors, in the opinion of the NAHC. Regarding tribal consultation, a relationship built
around regular meetings and informal involvement with local tribes will lead to more qualitative
consultation tribal input on specific projects.
Finally, when Native American cultural sites and/or Native American burial sites are
prevalent within the project site, the NAHC recommends 'avoidance' of the site as referenced by
CEQA Guidelines Section 15370(a).
F]
If you have any qu ti ns about this response to your request, please do not hesitate to
cort me at (916) §53 2511
Sincefely,
Hrogram An,
Cc: State
Attachment: Nativ4 American Contact List
I
Native American Contact
Riverside County
July 17, 2012
Cabazon Band of Mission Indians
David Roosevelt, Chairperson
84-245 Indio Springs Cahuilla
Indio , CA 92203-3499
(760) 342-2593
(760) 347-7880 Fax
Los Coyotes Band of Mission Indians
Shane Chapparosa, Chairman
P.O. Box 189 Cahuilla
Warner f CA 92086
(760) 782-0711
(760) 782-2701 - FAX
Ramona Band of Cahuilla Mission Indians
Joseph Hamilton, Chairman
P.O. Box 391670 Cahuilla
Anza f CA 92539
admin @ ramonatribe.com
(951) 763-4105
(951) 763-4325 Fax
Torres -Martinez Desert Cahuilla Indians
Mary Resvaloso, Chairperson
PO Box 1160 Cahuilla
Thermal 7 CA 92274
mresvalosoCa)torresmartinez.
(760) 397=0300
(760) 397-8146 Fax
This list is current only as of the date of this document.
Santa Rosa Band of Mission
John Marcus, Chairman
P.O. Box 391820
Anza ) CA 92539
(951) 659-2700
(951) 659-2228 Fax
Indians
Cahuilla
Augustine Band of Cahuilla Mission Indians
Mary Ann Green, Chairperson
P.O. Box 849 Cahuilla
Coachella CA 92236
(760) 398-4722
760-369-7161 - FAX
Morongo Band of Mission Indians
Michael Contreras, Cultural Heritage Prog.
12700 Pumarra Road Cahuilla
Banning 7 CA 92220 Serrano
(951) 201-1866 - cell
mcontreras @ morongo-nsn.
gov
(951) 922-0105 Fax
Torres -Martinez Desert Cahuilla Indians
Diana L. Chihuahua, Vice Chairperson, Cultural
P.O. Boxt 1160 Cahuilla
Thermal , CA 92274
760) 397-0300, Ext. 1209
(760) 272-9039 - cell (Lisa)
(760) 397-8146 Fax
Distribution of this list does not relieve any person of the statutory responsibility as defined in Section 7050.5 of the Health and Safety Code,
Section 5097.94 of the Public Resources Code and Section 5097.98 of the Public Resources Code.
This list is applicable for contacting local Native Americans with regard to cultural resources for the proposed
SCH#2010111094; CEQA Notice of Completion; draft Environmental Impact Report (DEIR) for the City of La Quinta General Plan Update;
City of La Quinta; Riverside County, California.
Native American Contact
Riverside County
July 17, 2012
Agua Caliente Band of Cahuilla Indians THPO
Patricia Tuck, Tribal Historic Perservation Officer
5401 Dinah Shore Drive Cahuilla
Palm Springs, CA 92264
ptuck@augacaliente-nsn.gov
(760) 699-6907
(760) 699-6924- Fax
Augustine Band of Cahuilla Mission Indians
Karen Kupcha
P.O. Box 849 Cahuilla
Coachella , CA 92236
(760) 398-4722
916-369-7161 - FAX
Cahuilla Band of Indians
Chairperson
PO Box 391760 Cahuilla
Anza 1 CA 92539
tribalcouncil@cahuilla.net
915-763-5549
This list is current only as of the date of this document.
Distribution of this list does not relieve any person of the statutory responsibility as defined in Section 7050.5 of the Health and Safety Code,
Section 5097.94 of the Public Resources Code and Section 5097.98 of the Public Resources Code.
This list is applicable for contacting local Native Americans with regard to cultural resources for the proposed
SCH#2010111094; CEQA Notice of Completion; draft Environmental Impact Report (DEIR) for the City of La Quinta General Plan Update;
City of La Quinta; Riverside County, California.
CHAIR
Simon Housman
Rancho Mirage
VICE CHAIRMAN
Rod Ballance
Riverside
COMMISSIONERS
Arthur Butler
Riverside
Robin Lowe
Hemet
John Lyon
Riverside
Glen Holmes
Hemet
Greg Pettis
Cathedral City
STAFF
Director
Ed Cooper
John Guerin
Russell Brady
Barbara Santos
County Adminislralive Center
4080 Lemon St, O Floor.
Riverside, CA 92501
(951) 955-5132
www.rcaluc.org
AIRPORT LAND USE COMMISSION
RIVERSIDE COUNTY
August 15, 2012
Mr. Andrew Mogensen, Principal Planner
City of La Quinta Planning Department
P. O. Box 1504
78-495 Calle Tampico
La Quinta CA 92253
RE: Draft Environmental Impact Report (DEIR) for the City of La Quinta General Plan
Update (SCH # 2010111094)
Dear Mr. Mogensen:
Thank you for providing the Riverside County Airport Land Use Commission (ALUC) with a CD
copy of the Draft Environmental Impact Report (DEIR) for the City of La Quinta General Plan
Update. We have reviewed the document and offer the following comments.
On page III-99 of the Draft EIR, Bermuda Dunes Airport is variously referred to as a "private
airfield" or a private airstrip." This is an incorrect classification. Bermuda Dunes Airport should
be described as a "privately -owned public use airport." As a public use airport, Bermuda Dunes
Airport is subject to permitting requirements of the State of California Department of
Transportation Division of Aeronautics. Another distinction between a public use airport and a
private airstrip is that Airport Land Use Commissions are required to prepare Airport Land Use
Compatibility Plans for the environs of public use airports. A handwritten annotated copy of page
III-99 is attached hereto, and we would recommend that the Final EIR incorporate the
recommended changes.
A portion of the City of La Quinta located northerly of Fred Waring Drive and westerly of
Jefferson Street is within Compatibility Zone D and is proposed for a land use designation of Low
Density Residential (0 to 4 dwelling units per acre). This land use designation is not consistent
with Countywide compatibility criteria for Compatibility Zone D; however, as this designation
reflects an existing land use (a recorded tract map), a finding of consistency could still be made
by the Airport Land Use Commission.
The current boundaries of the City of La Quinta lie outside the Airport Influence Area for
Jacqueline Cochran Regional Airport, but the sphere of influence extends into this area and is
included primarily in Compatibility Zones D and E. Small portions of Compatibility Zones C and
B1 extend into the area directly southwesterly of the Airport Boulevard/Harrison Street
intersection. This area is within the community of Vista Santa Rosa, where the Commission has
indicated a willingness to consider special policies if large expanses of open area can be
preserved in perpetuity. (Please see the attached letter from the Airport Land Use Commission
to the Riverside County Planning Department regarding this issue.)
Pursuant to Section 21676(b) of the California Public Utilities Code, "prior to the amendment of a
general plan ... the local agency shall first refer the proposed action to [ALUC]." At the
appropriate time prior to action (ideally before Planning Commission consideration, but definitely
before City Council action), the new General Plan should be submitted to the Airport Land Use
Commission for a consistency review. (A copy of the "Application for Major Land Use Action
AIRPORT LAND USE COMMISSION August 15, 2012
Review" form is attached, for your convenience.)
We urge your consideration of the Countywide Policies of the 2004 Riverside County Airport
Land Use Compatibility Plan, the 2004 Bermuda Dunes Airport Land Use Compatibility Plan, and
the 2005 Jacqueline Cochran Regional Airport Land Use Compatibility Plan in proposing land
use designations for properties within the Airport Influence Areas of these two airports.
Additionally, the California Airport Land Use Planning Handbook published by the State of
California Department of Transportation, Division of Aeronautics, is an excellent resource that
should be consulted in your efforts to provide for a General Plan that furthers the objectives of
airport land use compatibility planning. We recommend that the chapter addressing
"Responsibilities of Local Agencies" be reviewed.
In situations where a jurisdiction's General Plan has not been determined by ALUC to be
consistent with applicable Airport Land Use Compatibility Plans, ALUC is empowered to require
submittal of all actions, regulations, and permits (such as land divisions and development of
structures with a cumulative floor area of 20,000 square feet or greater) involving land within an
Airport Influence Area for individual determinations of consistency or inconsistency. All major
land use actions, with or without legislative actions such as general plan amendments, specific
plans and specific plan amendments, and zoning changes, affecting land within the Airport
Influence Areas of Bermuda Dunes Airport and Jacqueline Cochran Regional Airport are
presently subject to ALUC review. ALUC reviews for conformance with ALUCP compatibility
criteria, including land use intensity, noise, and height. (Once ALUC has determined a
jurisdiction's General Plan to be consistent, only those projects involving general plan
amendments, specific plans, specific plan amendments, ordinance amendments, or zoning
changes are subject to ALUC review.)
The protection of airports from incompatible land use encroachments is vital to California's
economic future. ALUCs were created by the State of California to work with local jurisdictions in
a joint effort to provide for compatible land uses in the vicinity of public use airports. ALUC staff
is available to assist the City in this effort in order to provide for a General Plan that is consistent
with adopted Compatibility Plans, and would be happy to meet with you and City staff to discuss
the General Plan and the ALUC review process at your convenience.
If you have any questions, please contact John Guerin, ALUC Principal Planner, at (951) 955-
0982.
Sincerely,
RIVERSIDE COUNTY AIRPORT LAND USE COMMISSION
(3)
Page III-99 with recommended corrections
Letter to Riverside County Planning re: Vista Santa Rosa
Application for Major Land Use Action Review
cc: Nicole S. Criste, Terra Nova Planning & Research
Mike Smith, Bermuda Dunes Executive Airport
Daryl Shippy, Riverside County EDA — Aviation (Indio)
2
Terra Nova/La Quinta General Plan EIR
Section III. Existing Environmental Concerns, Project Impacts, and Mitigation Measures
and Navy uses. 43 No new development throughout the Planning Area will be located on
hazardous materials sites pursuant to Government Code Section 65962.5. As such, there will be
no impact related to new populations being located on hazardous materials sites.
p� ti �l of f% Pla��n►' Ar�cc is hC I`�1
Airports and Associated Hazards Impacts C Zom C' Grp U l a vol smafr area !h 81,
The Jacqueline Cochran Regional Airport is imm iately adjacent to the eastern boundary of the
Sphere of Influence. As a result, aircraft using the as ort may fly over the Planning Area.
Kiyer.5;dp, Cv�v��',, 111'r c y-Hand use �0 '�a15-- ion r»aS' e fie
The Eersde hasrepared the Riverside ounty A' ort Land Use Compatibility
Plan, which provides policies for Airport Influence Are Is for,-441 airports in the County. Eastern
portions of the La Quinta Planning Area are located 'thin the Jacqueline Cochran Airport
Influence Area Zone D and E of the Compatibility Plan. New development within.,the eastern
boundary of the Sphere of Influence will need to abide by Compatibility Plan policies and land
use regulations. Land uses such as schools, hospitals, and nursing homes are discouraged in
Airport Compatibility Land Use Zone D, and the number of residential dwelling units is
regulated in this zone. Within Zone E, there are no residential or commercial restrictions
however, prohibited uses include those that create hazards to flight, including tall objects, visual
and electronic forms of interference, and developments that attract birds, such as landfills.44
The General Plan Update proposes non-residential land uses, including both industrial and
commercial uses, within Zone D, and residential uses are proposed in Zone E. These uses are
allowed according to the Compatibility Plan. Therefore, hazards related to the Jacqueline
Cochran Regional Airport will have a less than significant effect on development within the
Planning Area. pr?1naigy-ol�heA
AiTo
The General Plan Update Planning Area is als near the Bermuda Dunes �. This � CI°Ac �fG
is located approximately 1.5 miles nort eas of the northern Sphere of Influence and City
limit, along Interstate 10 west of Jefferson Street. The 5,000-foot runway is oriented in an east -
west direction, and approaches and takeoff patterns generally do not affect any portion of the
Planning Area.45 According to the Riverside County Airport Land Use Compatibility Plan, the
far northern portions of La Quinta, including the northern Sphere of Influence, are located, n
Compatibility Land Use Zone E., As previously mentioned, there are no residential `or
commercial restrictions in Zone Ei wevP �prnhihitPrl uses include those that create hater to
flightk, including tall objects, visua and electronic forms of interference, and development that
attract birds, such as landfills46 roposed land uses within Zone E are compatible wi the
Bermuda Dunes Compatibil' Ian. Therefore, implementation of the General Plan Upda e will //�
have a less than signifI impact within the vicinity of /%�l arJ(I/
at e;, � �+G iJ ailvo
"Hazardous Waste and Substances Site List", www.envirostor.dtse.ca.gov, accessed January 14, 2011.
44 ,Riverside County Airport Land Use Compatibility Plan; Volume I", prepared by Mead & Hunt, October 14,
2004.
45 Bermuda Dunes Airport, http://bermudadunesairport.com/, accessed December 17, 2010.
46 ,Riverside County Airport Land Use Compatibility Plan; Volume I", prepared by Mead & Hunt, October 14,
2004. $ r � r r r
, � pr r bn d C fipatiib�AY zone P is i a *,G La Qviht 112d -ihrS
c. rbo, h.b Zbodv !eel? U o�'elopw WIM MU4179,
AIRPORT LAND USE COMMISSION
RIVERSIDE COUNTY
April 14, 2008
CHAIR
Simon Housman
Rancho Mirage Mr. Jerry Jolliffe, Deputy Planning Director
VICE CHAIRMAN County of Riverside Planning Department
Rod Ballance 4080 Lemon Street, 9th Floor
Riverside Riverside CA 92501
HAND DELIVERY
COMMISSIONERS
Arthur Butler RE: AIRPORT LAND USE COMMISSION (ALUC) DEVELOPMENT REVIEW
Riverside File No.: Not Applicable
Robin Lowe Related File No.: Vista Santa Rosa Concept Plan
Hemet
John Lyon Dear Mr. Jolliffe:
Riverside
Glen Holmes On April 10, 2008, the Vista Santa Rosa Concept Plan was brought before the Riverside County
Hemet
Airport Land Use Commission (ALUC) on an informal (non -vote) basis. As proposed on that
Melanie Fesmire date, the Commission expressed its conceptual support for the Plan, provided that the following
Indio
amendments are made so as to allow the Plan to be eligible for a finding of consistency with the
2005 Jacqueline Cochran Regional Airport Land Use Compatibility Plan, pursuant to Section
3.3.6 of the Countywide Policies of the 2004 Riverside County Airport Land Use Compatibility
STAFF Plan:
Director
Ed Cooper COMMENDED AMENDMENTS:
John Guerin
Brenda Ramirez The Airport Land Use Commission recommends that the Count of Riverside incorporate the
Sophia Nolasco � )' �
Barbara Santos amendments specified herein (or substantively similar text as acceptable to the ALUC Director)
County Administrative Center into the Vista Santa Rosa Concept Plan and submit the revised text to ALUC staff for
4080 Lemon St, 91 Floor. concurrence prior to final adoption by the County.
Riverside, CA 92501
(951) 955-5132
1. The Concept Plan shall be amended to add the boundaries of Airport Zones B 1, C, D, and
E.
wrvw.rcaluc.ora
2. Table 2A of the Countywide Policies of the Riverside County Airport Land Use
Compatibility Plan shall be incorporated into the Vista Santa Rosa Concept Plan as an
Appendix.
3. A statement shall be added in the discussion of Policy Area I stating that residential
densities in the portion of Planning Area I in Airport Zone D shall be not less than five
dwelling units per acre.
4. Policy Areas 3 and 4 shall include policies that require new residential units (other than
individual dwelling units on existing legal lots and second units) in Airport Zone D to
either comply with the density criteria of Table 2A (which allows clustered development
Airport Land Use Commission
Page 2
envelopes of five or more dwelling units per acre, but otherwise restricts density to a
maximum of one dwelling unit per five acres, in accordance with Option A below), or
with the specifications of Option B or Option C, as stated below.
5. The Plan shall include a statement that all legislative actions in the Airport Influence Area
shall be submitted to the Airport Land Use Commission for mandatory review and that all
major land use actions as defined in the Riverside County Airport Land Use
Compatibility Plan within that area shall be submitted to the Airport Land Use
Commission for advisory review.
6. The Plan shall include a statement that all projects ten acres or larger within Airport Zone
D shall set aside ten percent of land area in qualified open areas not less than 300 feet in
length and 75 feet in width and free from obstructions, unless the project is located in a
development area within which a 50-acre contiguous open space area has been
established or is being concurrently established. The qualified open areas may include
pastures, polo and soccer fields, golf course fairways, drainage easements, and roadways.
Trees, light poles exceeding four feet in height, and trash enclosures are not permitted in
such open areas.
7. At the time of the adoption of the Vista Santa Rosa Concept Plan or sooner, the County
must agree to amend the Eastern Coachella Valley Area Plan to incorporate current
compatibility criteria for Jacqueline Cochran Regional Airport in its Policy Areas text and
tables.
8. The discussion of Lifestyle Corridors should include a statement that schools, lakes,
streams, and water features (other than existing water features) will not be located in the
portion of the east -west corridor located in Airport Zone D, and that commercial and
public -use structures and uses therein would be required to comply with person intensity
limits.
9. A statement shall be added in the discussion of Other Land Use Types stating that, if the
property at the northwest corner of 60t' Avenue and Harrison Street is developed pursuant
to the Community Center Overlay, residential densities in that area shall not be less than
five dwelling units per acre.
10. The section addressing "Compatibility with Jacqueline Cochran Regional Airport" shall
be rewritten to delete the reference to "the portions of the parcels proposed for
designation as High Density Residential along Harrison Street," since the Plan no longer
proposes any residential designations for land in Airport Zones B 1 and C. The reference
to "the portion of the parcel proposed as Commercial Tourist that is located at the
southwest corner of Harrison Street and Airport Boulevard" should be replaced with a
reference to "Commercial Tourist and Business Park uses," and should simply state that
the intensity of uses shall comply with the person intensity limits of the applicable
Airport Zone, as specified in Table 2A.
11. Section D should include a separate paragraph describing "qualified open areas in Airport
Zones," as defined in the Airport Land Use Compatibility Plan.
2
Airport Land Use Commission
Page 3
The designations of the portions of Policy Areas 3 and 4 within Airport Zone D for residential
development at densities of 0.5 to 3.0 dwelling units per acre is inconsistent with the 2005
Jacqueline Cochran Regional Airport Land Use Compatibility Plan, in that Airport Zone D
prohibits intermediate residential densities greater than 0.2 dwelling units per acre and less
than 5.0 dwelling units per net acre, unless special findings are made pursuant to Section
3.3.6 of the 2004 Riverside County Airport Land Use Compatibility Plan. However, the
community's overall vision of open space, agriculture, and roadways with wide setbacks to
preserve vistas is compatible with appropriate design for residential communities in the
vicinity of airports.
There are several factors that are unique to the Vista Santa Rosa community as it relates to the
Jacqueline Cochran Regional Airport:
a. The Vista Santa Rosa Concept Plan is built around the concept of "open space -
oriented community amenities" and requires minimum proportions of project average
that must be allocated to such amenities in order for a project with a density greater
than one dwelling unit per acre to be approved.
b. The Plan was initiated in response to citizen action by residents of Vista Santa Rosa
interested in maintaining the rural atmosphere of the community.
The entire Vista Santa Rosa area lies outside the 55 dB(A) CNEL contour on maps
depicting noise contours based on the ultimate activity levels for Jacqueline Cochran
Regional Airport.
d. The inclusion of Vista Santa Rosa in Airport Zone D (with the exception of the
easterly 500 feet) is attributable to Runway 12-30. The standard lateral distance from
Runway 17-35 used in demarcating Zones D and E at this airport is 8,000 feet, and
only the easterly 500 feet is located within this 8,000-foot lateral distance.
According to the Airport Activity Data Summary of the adopted Airport Land Use
Compatibility Plan, Runway 12-30 is expected to account for not more than 10% of
annual activity by single engine and twin -engine piston aircraft and not more than 4%
of annual activity by twin -engine turboprop aircraft, helicopters, and small business
j ets.
f. The maximum pavement strength of Runway 12-30 is 20,000 pounds, compared with
a maximum pavement strength of 174,000 pounds for Runway 17-35. Therefore, it is
unlikely that Runway 12-30 would be utilized for air cargo service in the future.
g. The Concept Plan offers an opportunity for the community to be designed in a manner
that improves safety in the long term by assuring that, as the community transitions
from agricultural to suburban estate residential uses, provision will be made for either
a larger proportion of land area available for emergency landing or one large
emergency landing area that would be clearly visible to aircraft pilots.
3
Airport Land Use Commission
Page 4
In light of all of these factors, the Airport Land Use Commission agreed that there is
reasonable justification for consideration of special criteria to be applied when evaluating the
proposed intermediate densities within the Vista Santa Rosa community. These special
criteria would allow for development at an overall density of 0.2 to 2.5 dwelling units per acre
provided that an avigation easement is conveyed to the County Economic Development
Agency as owner -operator of Jacqueline Cochran Regional Airport and that a substantially
larger proportion or area of open space is provided.
The alternatives for residential development in the Airport Zone D area are as follows:
OPTION A
Development at a density of one dwelling unit per five acres, development at an overall
density of five or more dwelling units per acre within residential areas, or development within
clustered pods of five or more dwelling units per acre (net density of residential planning
areas including roads less than 74 feet in width). Such development is subject to recordation
of a deed notice and, if the project is 10 acres or larger in area, the required 10% of project
acreage in qualified ALUC open area. (Option A is consistent with Table 2A density
criteria.)
OPTION B
Development at an overall density of 0.2 to 1.5 dwelling units per acre may be found
consistent pursuant to Section 3.3.6, provided that an avigation easement is recorded and that
not less than 15% of project acreage is dedicated to qualified open areas not less than 75 feet
in width and not less than 600 feet in length.
Development at an overall density of 1.5 to 2.5 dwelling units per acre may be found
consistent pursuant to Section 3.3.6, provided that an avigation easement is recorded and that
not less than 20% of project acreage is dedicated to qualified open areas not less than 75 feet
in width and not less than 600 feet in length.
OPTION C
Development at an overall density of 0.2 to 2.5 dwelling units per acre may be found
consistent pursuant to Section 3.3.6, provided that an avigation easement is recorded. In lieu
of dedicating the percentages of open areas specified in OPTION B above, the development
may choose to set aside an area of 50 contiguous acres of qualified open area with no linear
dimension less than 600 feet, with such qualified open area to be dedicated as open area in
perpetuity. Once such an area is set aside for this purpose, this area will meet the open area
requirement for up to 450 acres of development area (excluding that open area) within the
portion of Airport Zone D located northerly of 60t' Avenue.
If you have any questions, please contact John Guerin, Airport Land Use Commission
Principal Planner, at (951) 955-0982.
4
Airport Land Use Commission
Page 5
Sincerely,
RIVERSIDE COUNTY AIRPORT LAND USE COMMISSION
Edwad C. Cooper, Director
JGG:bks
cc: ALUC Staff
Michael Gialdini, Office of Fourth District Supervisor Roy Wilson
Y:\ALUC\JCRA\VistaSantaRosaCommentsALUCApr08.doc
5
APPLICATION • MAJOR ACTION
COUNTYRIVERSIDE AIRPORT • •
ALUC Identification No.
PROJECT PROPONENT (TO BE COMPLETED BY APPLICANT)
Date of Application
Property Owner Phone Number
Mailing Address
Agent (if any) Phone Number
Mailing Address
PROJECT LOCATION (TO BE COMPLETED BYAPPLICANT)
Attach an accurately scaled map showing the relationship of the project site to the airport boundary and runways
Street Address
Assessor's Parcel No. Parcel Size
Subdivision Name Zoning
Lot Number Classification
PROJECT DESCRIPTION (TO BE COMPLETED BY APPLICANT)
If applicable, attach a detailed site plan showing ground elevations, the location of structures, open spaces and water bodies, and the heights of structures and trees;
include additional project description data as needed
Existing Land Use
(describe)
Proposed Land Use
(describe)
For Residential Uses Number of Parcels or Units on Site (exclude secondary units)
For Other Land Uses Hours of Use
(See Appendix C) Number of People on Site Maximum Number
Method of Calculation
Height Data Height above Ground or Tallest Object (including antennas and trees) ft.
Highest Elevation (above sea level) of Any Object or Terrain on Site ft•
Flight Flazards Does the project involve any characteristics which could create electrical interference, ❑ Yes
confusing lights, glare, smoke, or other electrical or visual hazards to aircraft flight? ❑ No
If yes, describe
REFERRING AGENCY (TO BE COMPLETED BY AGENCY STAFF)
Date Received
Type of Project
Agency Name
❑ General Plan Amendment
❑ Zoning Amendment or Variance
Staff Contact
❑ Subdivision Approval
Phone Number
❑ Use Permit
Agency's Project No.
❑ Public Facility
❑ Other
ALUC REVIEW (TO BE COMPLETED BY ALUC EXECUTIVE DIRECTOR)
Application
Date Received
By
_
Receipt
Is Application Complete? ❑ Yes
❑
No
If No, cite reasons
Airport(s) Nearby
Primary
Compatibility Zone(s) ❑ A
❑
B1
❑ B2 ❑ C ❑ D ❑ E ❑ Ht.
Criteria
Review
Allowable (not prohibited) Use? ❑ Yes
❑
No
Density/Intensity Acceptable? ❑ Yes
❑
No
Open Land Requirement Met? ❑ Yes
❑
No
Height Acceptable? ❑ Yes
❑
No
Easement/Deed Notice Provided? ❑ Yes
❑
No
Special Conditions
Describe:
Supplemental
Noise
Criteria
Review
Safety
Airspace
Protection
Overflight „
ACTIONS TAKEN (TO BE COMPLETED BY ALUC EXECUTIVE DIRECTOR)
ALUC Executive
❑ Approve
Date
Director's Action
❑ Refer to ALUC
ALUC
❑ Consistent
Date
Action
❑ Consistent with Conditions (list conditions/attach additional pages if needed)
❑ Inconsistent (list reasons/attach additional pages if needed)
August 2007
A. NOTICE: Failure of an applicant to submit complete or adequate
tions 65940 to 65948 inclusive, of the California Government Code
disapproval of actions, regulations, or permits.
B. SUBMISSION PACKAGE:
ALUC REVIEW
1...... Completed Application Form
1...... Project Site Plan — Folded (8-1/2 x 14 max.)
1...... Elevations of Buildings - Folded
1 Each . 8'/2 x 11 reduced copy of the above
1...... 8 Y2 x 11 reduced copy showing project
in relationship to airport.
1 Set Floor plans for non-residential projects
4 Sets.. Gummed address labels of the
Owner and representative (see Proponent).
1 Set.. Gummed address labels of all property
owners within a 300' radius of the
project site. If more than 100 property
owners are involved, please provide
pre -stamped envelopes (size #10), with
ALUC return address.
4 Sets.. Gummed address labels of the
referring agency (City or County).
1...... Check for Fee (See Item "C" below)
information pursuant to Sec-
, MAY constitute grounds for
STAFF REVIEW (Consult with ALUC staff
Dlanner as to whether Droiect aualifiesl
1 ..... Completed Application Form
1 ..... Project Site Plans — Folded (8-1/2 x 14 max.)
1 ..... Elevations of Buildings - Folded
1 ..... 8 '/2 x 11 Vicinity Map
1 Set. Gummed address labels of the
Owner and representative (see Proponent).
1 Set . Gummed address labels of the referring
agency.
1 .....Check for review —See Below
C. FEE SCHEDULE (Effective August 14,2007 ): Approved by Resolution 2007-03:
ALUC REVIEW
Change of Zone; Conditional Use Permit; Gen- Specific Plan Review
eral Plan Amendment; Parcel Map or Plot/Site Initial Project Review
Plan Review and Variance
Amended Project Review
Initial Project Review $ 1,188.00
Amended Project Review $ 792.00
Tract Map Review
Community Plan Review
Initial Project Review $1,353.00
Initial Project Review
Amended Project Review $ 908.00
Amended Project Review
General Plan Element Review
Initial Project Review $3,300.00
Amended Project Review $2,195.00
Other Environmental Assessments Review
Initial Project Review $1,492.00
Amended Project Review $ 990.00
$2,911.00
$1,947.00
$3,300.00
$2,145.00
Environmental Impact Report Review
Initial Project Review $2,723.00
Amended Project Review $1,815.00
Building Permit Review
Initial Project Review $ 512.00
Amended Project Review $ 347.00
Please make out check payable to:
County of Riverside, Airport Land Use Commission
South Coast
Air Quality Management District
21865 Copley Drive, Diamond Bar, CA 91765-4182
(909) 396-2000 www.aqmd.gov
E-Mailed: August 24, 2012
planning@la-quinta.org
Mr. Andrew Mogensen, AICP
Principal Planner
City of La Quinta
P.O. Box 1504
78-495 Calle Tampico
La Quinta, CA 92253
August 24, 2012
Review of the Draft Environmental Impact Report (Draft EIR)
for the City of La Quinta General Plan Update Project
The South Coast Air Quality Management District (AQMD) staff appreciates the
opportunity to comment on the above -mentioned document. The following comments
are intended to provide guidance to the lead agency and should be incorporated into the
Final Environmental Impact Report (Final EIR) as appropriate.
Based on a review of the Draft EIR the AQMD staff is concerned about the project's
regional construction and operational air quality impacts. Specifically, the lead agency
has determined that the project's construction and operational emissions will exceed the
AQMD's CEQA significance thresholds for NOx, SOx, CO, VOC, PM10 and PM2.5
emissions impacts. Therefore, the AQMD staff recommends that the lead agency provide
additional mitigation measures to minimize the project's significant air quality impacts.
Further, the AQMD staff request that the lead agency provide additional information and
clarification in the Final EIR on the project's Greenhouse Gas (GHG) Emission
Reduction Plan and GHG significance determination presented in the Draft EIR. Details
regarding these comments are attached to this letter.
Pursuant to Public Resources Code Section 21092.5, please provide the SCAQMD with
written responses to all comments contained herein prior to the adoption of the Final EIR.
Further, staff is available to work with the lead agency to address these issues and any
Mr. Andrew Mogensen 2 August 24, 2012
other questions that may arise. Please contact Dan Garcia, Air Quality Specialist CEQA
Section, at (909) 396-3304, if you have any questions regarding the enclosed comments.
Sincerely,
Ian MacMillan
Program Supervisor, CEQA Inter -Governmental Review
Planning, Rule Development & Area Sources
Attachment
IM:DG
RVC120713-03
Control Number
Mr. Andrew Mogensen
August 24, 2012
Greenhouse Gas Emissions Analysis
Based on a review of the Draft EIR the lead agency has determined that the proposed
project will achieve its greenhouse gas (GHG) reduction target of 10% below 2005
levels by 2020 and 28% below 2005 levels by 2035. Based on information presented
on page IV-7 of the GHG Reduction Plan the lead agency established BAU using
historical growth rates (2005 baseline data) within city limits. As a result, the lead
agency applied this same growth rate to land area outside of city limits and in the
project's sphere of influence (SOI). However, it does not appear that the land outside
of the lead agency's jurisdiction and in the SOI (see Figure I-5 of Draft EIR) has a
growth potential that is consistent with the growth rates assumed in the BAU analysis.
Specifically, it does not seem appropriate to allocate the same growth rate to land in
the city limits boundary and land in the SOI boundary given the existing lower
density rural designation within the SOI. Therefore, the AQMD staff requests that in
light of a recent court ruling regarding BAU analysis' the lead agency demonstrate
that the BAU analysis properly captures the growth potential in the city's sphere of
influence and provide clarification about the use of this rate to establish the project's
BAU emissions value.
Regional Plan Consistency
2. The lead agency indicates that the population, housing and employment growth rates
in the GHG Reduction Plan were provided by the Southern California Association of
Government (SCAG). However, the lead agency does not provide any quantitative
analyses or measures to demonstrate that the project is consistent with the recent
Sustainable Community Strategy (SCS) adopted by the SCAG. Therefore, the final
CEQA document should provide a quantified analysis demonstrating consistency
with the 2012 Regional Transportation Plan/SCS.
Mitigation Measures for Operational Air Qualitypacts
3. The lead agency's operational air quality analysis demonstrates significant air quality
impacts from all criteria pollutant emissions including NOx, SOx, CO, VOC, PM10
and PM2.5 emissions impacts. These impacts are primarily from mobile source
emissions related to vehicle trips associated with the proposed project. However, the
lead agency fails to adequately address this large source of emissions. Specifically,
the lead agency requires nominal mitigation measures in the Draft EIR that lack
emission reduction targets and specificity relative to the mobile source emissions.
Therefore, the lead agency should reduce the project's significant air quality impacts
by reviewing and incorporating additional transportation mitigation measures from
the greenhouse gas quantification report2 published by the California Air Pollution
Control Officer's Association and by revising mitigation measures 1 through 6 on
1 Friends of the Northern San Jacinto Valley et al., v. County of Riverside et al. (Villages of Lakeview,
April 2012)
2 California Air Pollution Control Officer's Association. August 2010. Quantifying Greenhouse Gas
Mitigation Measures. Accessed at: http://www.capcoa.org/wp-content/uploads/2010/11/CAPCOA-
Quantification-Report-9-14-Final.pdf
Mr. Andrew Mogensen 4 August 24, 2012
page III-35 of the Draft EIR to provide specific emission reduction targets in the Final
EIR. Further, the lead agency should be mindful of significant mobile source
reductions that are needed in the near future for the South Coast Air Basin to achieve
Federal Clean Air Standards by 2023 and 20303.
Construction Equipment Mitigation Measures
4. The lead agency determined that the proposed project will exceed the CEQA regional
construction significance thresholds; therefore, AQMD staff recommends that the
lead agency provide the following additional mitigation measure pursuant to CEQA
Guidelines Section 15126.4.
Require the use of 2010 and newer diesel haul trucks (e.g., material delivery
trucks and soil import/export) and if the lead agency determines that 2010 model
year or newer diesel trucks cannot be obtained the lead agency shall use trucks
that meet EPA 2007 model year NOx and PM emissions requirements.
3 See page six (6) of the Powering the Future Document accessed at:
htlp://www.aqmd.lzoy/pubinfo/imalzes/cover-spread.jplz
CITY OF COACHELLA
1515 SIXTH STREET, COACHELLA, CALIFORNIA 92236
PHONE (760) 398-3502 e FAX (760) 398-8117 i WWW.COACHELLA.ORG
August 27, 2012
Mr. Andy Mogensen, AICP
City of La Quinta Planning Department
P. O. Box 1504
La Quinta CA 92253
Subject: La Quinta General Plan Update Draft Environmental Impact Report (DEIR)
Dear Andy:
The City of Coachella would like to thank your staff and consultants for including the City of Coachella,
throughout your process, in the La Quinta General Plan Update. We had the privilege of meeting with
you during the early planning stages and discussed items of mutual concern. We are excited to see the
latest documents that are now approaching the public hearing process. Upon closer review of the
documents, the City of Coachella would like to register the following comments regarding the draft
documents.
1) The Preferred Alternative Land Use Plan (Exhibit I-5) shows the entire geographic area bounded by
Jackson Street, Airport Boulevard, Harrison Street and the Coachella City boundary as "Low Density
Residential" except for two areas of "Community Commercial" at SW corner of Van Buren and
Avenue 53, and on the west side of Harrison Street between Airport Boulevard and Avenue 60.
(north of Avenue 54). The City is concerned about this blanket designation for the following reasons.
a) The preferred land use plan deviates from the Vista Santa Rosa Land Use Concept Plan
(VSRLUCP) with respect to the clustering of densities at the Village Center near Coachella
Valley High School. The City of Coachella believes that "Medium High Density Residential",
"High Density. Residential", "Village Center" and "Community Center" uses identified in the
VSRLUCP at Calhoun Street and Airport Boulevard are beneficial to the long term quality of life
in the area. The City of Coachella would encourage the creation of a neighborhood center similar
to what is envisioned in the VSRLUCP in order to reduce vehicular trips for the commercial
needs of nearby residents, and to have a cluster of density near the existing High School to
promote walking routes to school.
b) The intersection of Van Buren Street and Avenue 52 in Coachella has approximately 160 acres of
undeveloped land designated for General Commercial uses. Commercial land developers have
studied this intersection as a future node for regional commercial and medical office uses. This
area has the potential to become a significant employment center. The City of Coachella is in
favor or designating the land north of Avenue 53 and east of Calhoun Street to include "Medium
Density" and "High Density" Residential uses to cluster homes near this future employment
center.
An Affirmative Action/Equal Opportunity Employer
Letter to City of La Quinta
August 27, 2012
Page 2
2) The proposed roadway diagram for Harrison Street south of Airport Boulevard is shown as a Major
Arterial consisting of six lanes with a raised median. Please note that the City of Coachella has
approved a policy document for Harrison Street between Avenue 54 and Highway 111 ("Harrison
Street Corridor Study") that calls for a de-emphasized roadway with four lanes of travel and parallel
parking on the street. It is our desire to shift regional traffic onto Van Buren Street and Calhoun
Street as future north -south arterial streets within Coachella. In addition to anticipated future
commercial uses and possible expansion of the Augustine Casino, the Van Buren and Calhoun Street
corridors will provide connectivity between planned community parks at Van Buren and Avenue 49
(Rancho Las Flores) and at Avenue 50 and Calhoun Street (La Colonia Park). The City of Coachella
would encourage policies that would require a transitioning section of Harrison Street between
Avenue 58 and Airport Boulevard to reduce the number of lanes for north -bound traffic into
Coachella.
3) The draft Circulation Element diagram as shown in Exhibit III-18 identifies the major roadway
arterials on the traditional section lines throughout La Quinta's sphere of influence (i.e., Avenue 54,
Airport Boulevard, Jackson Street, Van Buren Street, Avenue 58, and Avenue 60, etc.). While a
majority of Coachella's arterials have not been developed, we see this as an opportunity to enhance
connectivity by including the 1/2-mile connecting roadways as much as possible into the General Plan
network. Accordingly, the City of Coachella will be including Avenue 53, Avenue 55, Avenue 57,
Avenue 59, and Avenue 61 into the Circulation Element. Similarly, we will be including Calhoun
Street, Frederick Street and Shady Lane as north -south arterial streets to distribute the traffic in a
manner that would allow all arterial streets to be no larger than a four -lane roadway. The City of
Coachella would encourage smaller block distances between arterial streets to discourage highway -
type arterials and encourage pedestrian -friendly streets that provide access to local commercial and
public uses within identifiable neighborhood centers. The City has an over -arching goal to improve
the health of our residents through the built environment by promoting walkable communities,
improving opportunities for short distance non -motorized travel, and improve access to parks and
recreational uses.
Thank you again for this opportunity to comment and we look forward to sharing our draft General Plan
documents with you and your staff as they become available. Please contact me at (760)398-3102 if you
have further questions regarding this matter.
Sincerely,
?�� 4-194P
Luis Lopez
Development Services Director
Xc: David Garcia, Jonathan Hoy
7-7
Established in 1918 as a public agency
Coachella Valley Water
Directors:
Peter Nelson, President - Div. 4
John P. Powell, Jr., Vice President - Div. 3
Patricia A. Larson - Div. 2
Debi Livesay - Div. 5
Franz W De Klotz - Div. 1
August 22, 2012
District Auto 27 2'`j?
CITY OF LA QIJINTA I
°LANNING DFPARTMFN''
-- --officers:
Steven B. Robbins, General Manager -Chief Engineer
Julia Fernandez, Board Secretary
Redwine and Sherrill, Attorneys
File: 1150.14
Andrew Mogensen, AICP
Principal Planner
City of La Quinta
Post Office Box 1504
La Quinta, CA 92253
Dear Mr. Mogensen:
Subject: Notice of Completion of a Draft Environmental Impact
Report for the City of La Quinta General Plan Update
Thank you for affording the Coachella Valley Water District (CVWD) the opportunity to review
the Notice of Completion of a Draft Environmental Impact Report (DEIR) for the La Quinta
General Plan Update. CVWD provides domestic water, wastewater, recycled water,
irrigation/drainage, regional stormwater protection and groundwater management services to a
population of almost 300,000 throughout the Coachella Valley in Southern California.
At this time, CVWD submits the following comments regarding the DEIR:
1. Where applicable throughout the DEIR, references should be made to the 2010
Coachella Valley Water Management Plan Update (approved in January 2012), the
Coachella Valley Multiple Species Habitat Conservation Plan, and the Thomas E.
Levy Groundwater Recharge Facility.
2. Page M-9, Environmental Summary Matrix: Under the "Existing Conditions" heading,
"Hydrology" is misspelled.
Please revise first sentence under "Hydrology" to state: "Analysis and design of
regional flood control structures is the responsibility of CVWD".
Please revise the last sentence of the first paragraph under "Hydrology" to state "... the
Bear Creek System, the East La Quinta Channel System, Dike No. 2, Guadelupe Dike,
and Dike No. 4.
In reference to the second paragraph under the "Project Impacts" heading, please note
that the portion of the Coachella Valley Stormwater Channel within the Planning Area
is not a "levee ", and most of this section has slope protection.
Andrew Mogensen, AICP
Principal Planner
City of La Quinta 2 August 22, 2012
3. Page M-10, Environmental Summary Matrix: In the last sentence of the third
paragraph under the headings "Existing Conditions" and "Water Resources/Quality",
please revise to read: "CVWD estimates the annual overdraft for 2010 to be 7,457
acre-feet. "
4. Page II-12: Please revise the third paragraph to read "... which drains an approximate
1, 069-square-mile watershed at Indio.. . " or "... which drains an approximate 1, 525-
square-mile watershed at the Salton Sea... ".
In the last paragraph, please replace "Whitewater River" with "Whitewater River
Stormwater Channel".
Page II-13: Under the heading "Domestic Water Resources", please revise the second
sentence to the following: "It uses wells to extract groundwater which naturally
recharges from mountain runoff. Natural recharge is supplemented by replenishment
programs supplying supplemental water to the Thomas E. Levy Groundwater Recharge
Facility near Dike No. 4 and at the Martinez Canyon Pilot Groundwater Recharge
Facility near Martinez Canyon. "
Under the heading "Whitewater River Subbasin", please revise the last sentence of
the first paragraph to state "...Lower Whitewater River Subbasin Area of Benefit. " In
the first sentence of the second paragraph, please revise to read "...groundwater use
in the Whitewater River Subbasin has been steadily increasing to a point where
demand has exceeded natural supplies. "
6. Page_II-20: In the third sentence of the first paragraph under "Domestic Water", please
revise to read "... and south and east of the Planning Area at the Thomas E. Levy
Groundwater Recharge Facility near Dike No. 4 and at the Martinez Canyon Pilot
Groundwater Recharge Facility near Martinez Canyon. "
In the last two sentences of the paragraph under "Wastewater Services", please replace
"Mid -Valley Water Reclamation Plant" with "Water Reclamation Plant No. 4 ".
7. Page III-104: In the first sentence of the paragraph under "Regional Stormwater
Management", please revise to read: "Analysis and design of regional flood control
Structures is the responsibility of CVWD ". Please revise the second to last sentence
to read "... include the Coachella Valley Stormwater Channel, Whitewater River
Stormwater Channel, the La Quinta Evacuation Channel, the Bear Creek System, the
East La Quinta Channel System, Dike No. 2, Guadalupe Dike, and Dike No. 4. "
Andrew Mogensen, AICP
Principal Planner
City of La Quinta 3 August 22, 2012
Please revise the first four sentences in the first paragraph under "Whitewater
River/Coachella Valley Stormwater Channel" to read: "The Whitewater River, which
flows into the Coachella Valley Stormwater Channel in the Planning Area, is the
principal drainage course in the City, extending through the Coachella Valley for 50
miles, with an average cross-section of 350 feet. The Channel is generally dry, but
may be inundated during storm events. Most of the Coachella Valley Stormwater
Channel sections within the City have reinforced slope protection; the remaining
portions are protected by unreinforced earthen berms. "
Please revise the first sentence of the second paragraph to read: "The aforementioned
reinforced slopes and remaining unreinforced earthen banks are classified by FEMA
as "Provisionally Accredited Levees ", indicating that they provide protection from
the 100 year flood. "
8. Page III-105: Please revise the last sentence under "Bear Creek System" to read:
"CVWD has applied for FEMA accreditation of the Bear Creek Channel System
including the training dike, and is awaiting receipt of the formal accreditation letter. "
In reference to the last sentence of the paragraph under "Oleander Reservoir", the
Standard Project Flood elevation is projected to be 54 feet at the reservoir; please
verify 44-foot elevation associated with the 100-year flood.
9. Page III-106: In reference to the first two sentences of the first paragraph under
"Dikes", please note that the dikes were constructed to protect agricultural lands.
Also, the Eastside Dike is not located within an area covered by the City's General Plan
Update.
10. Page III- 110: Please revise the first two sentences of the first paragraph under "Levee
Failure and Seiching " to read: "There are several major Stormwater or irrigation
facilities located in the Planning Area including the Coachella Valley Stormwater
Channel, Coachella Canal, and Lake Cahuilla. "
In the first sentence of the second paragraph, please replace "sand levees " with
"banks" or "levees".
11. Page I11-238: Please revise the second sentence of the third paragraph under "Existing
Conditions" to read: "Although Colorado River water is one of the Coachella Valley's
main sources of water, it has elevated levels of salinity. This water has been cited as
contributing to the elevated salinity levels found in the Valley. "
12. Page III-239: Please revise the last sentence of the first paragraph under "Thermal
Subarea" to read: "... increased pumpage has lowered groundwater levels in the lower
portion of the Whitewater River subbasin. "
Andrew Mogensen, AICP
Principal Planner
City of La Quinta 4 August 22, 2012
Please revise the first sentence of the third paragraph to read: "The upper and lower
aquifer zones of the Thermal subarea... "
Please revise the first sentence under "Regional Water Supply and Demand" to read:
"The Coachella Valley's principal domestic water source is groundwater. "
13. Page III-240: Please revise the first and second sentences under "Regional Water
Supply" to read: "Domestic water is provided in the City and most of the sphere by
CVWD. Groundwater is the primary source for this water supply."
In the first sentence of the second paragraph, please add "Area of Benefit" after
"Subbasin ".
Please revise the last sentence of the third paragraph to read: "... the annual balance
in the Area of Benefit for 2010 was estimated to be -7, 457 acre-feet. 109" And please
add this sentence: "The cumulative overdraft for the Area of Benefit through 2010 is
estimated to be 4,497,609 acre-feet. 109 "
Under "Historic and Current Consumption", please add "Area of Benefit" after
"Subbasin ".
14. Page III-241: Please revise the title of Table III-50 to "Coachella Valley Water
District Annual Water Production Within the Lower Whitewater River Subbasin Area
of Benefit. "
Under "Domestic Water Facilities", please update data to include the following:
"CVWD has 102 active wells, 59 reservoirs, and in 2011 delivered 102,805 acre-feet
of water to a population of 286, 240. "
15. Page III-243: Please replace "... and the Mission Creek subbasins... " with "... and
the Mission Creek Subbasin Areas of Benefit" in the second and third paragraphs on
this page."
16. Page III-244: Please revise the heading "Reclaimed Water/Tertiary Treated Water"
to "Recycled Water/Tertiary Treated Water". In the second sentence under this
heading, please revise to state "...of which two have facilities to treat wastewater...
and add this sentence after the second sentence: "A third CVWD water reclamation
plant produces secondary treated water suitable for irrigation where uses are
restricted. "
17. Page III-245: In the next to last sentence of the first paragraph on the page, please
replace "turn" with "turf'.
Andrew Mogensen, AICP
Principal Planner
City of La Quinta
5
August 22, 2012
18. Page III-246: Please revise the fourth and fifth sentences of the second paragraph
under "Water Quality" to read: "In some areas, low levels of naturally -occurring arsenic
have been found. CVWD has three ion exchange treatment facilities for arsenic
removal; these are located in the Mecca and Thermal areas. "
19. Page III-247: Please revise the second and third sentences under "Total Dissolved
Solids" to read: "The secondary MCL for TDS includes an upper level of 1, 000
milligrams per liter (mg/L) and a short-term level of], 500 mg/L. Based on CVWD
domestic well monitoring data for 2009, TDS levels ranged from 150 to 980 mg/L. "
Under "Nitrates", please remove the "s" from "commons" in the second sentence of
the first paragraph.
20. Page III-248: Please revise the first sentence of the fourth paragraph on the page to
read: "The primary water quality issues in the Coachella Valley are salinity and
nitrates. " Please add "River " after "Whitewater " in the second sentence.
21. Page III-252: Please replace "reclaimed" with "recycled" in the last sentence of the
first paragraph under "Impacts to Water Supply Resources ".
22. Page III- 254: In the third sentence of the first paragraph, revise to read "...established
thresholds for domestic water... " and place a comma after "chromium-6" in the last
sentence.
In the third sentence under "Nitrates", please revise to read "... nitrate concentrations
in domestic water provided by CVWD range from "not detected" to a maximum of 40
mg/L. "
23. Page III-255: Please remove the "s " from "impacts " in the first sentence of the first
full paragraph.
24. Exhibit III-10: The Coachella Valley Stormwater Channel is mislabeled as the
"Whitewater River ".
If you have any questions, please call Luke Stowe, Senior Environmental Specialist,
extension 2545.
Fours ery truly,
i
Mark L. Johnson`~��r�
Director of Engineering
LS:prleng/cnvCl2Caeg/LQ Gen flan Update
vv
Endo-En-glueering T �cr; e� Ejighreering Air.Quali(v Srwfle& Noise .rI oes ti'mefro k
August 27, 2012
Mr. David Lennon
Hofmann Land Development Co.
P.O. Box 758
Concord, CA 94522
SUBJECT: Comments on the La Quinta 2035 General Plan Circulation Element Update
Traffic Impact Analysis and DEIR Related to the Travertine Specific Plan
Dear Mr. Lennon;
Endo Engineering has reviewed the "City of La Quinta General Plan Circulation Element Update
Traffic Impact Analysis"(TIA), dated May 14, 2012, by Iteris, Inc and DEIR. The traffic analysis
reviewed was downloaded from the City of La Quinta 2035 General Plan Update website as
Appendix H of the "Draft EIR for the City of La Quinta General Plan" (dated July 2012) prepared
by Terra Nova Planning and Research, Inc. The 45-day DEIR review period ends on August 27,
2012. Our review focuses on those aspects of the traffic impact analysis that may affect the
Travertine Specific Plan.
The three potential access routes to the Travertine Specific Plan are Madison Street, Avenue 62, and
Jefferson Street. The future traffic volumes and levels of service along these routes upon General
Plan buildout must be provided to determine if they are consistent with current development plans.
For example, the travel demand for Madison Street, between Avenue 60 and Avenue 62, is important
to identify so that the roadway can be appropriately sized. Given the cost of the bridge required to
construct this roadway connection, a realistic future traffic projection is needed for this roadway
segment. Without this projection, it is difficult to appropriately size the other access roadways that
will serve the Travertine Specific Plan.
The classification of Jefferson Street, north of the Travertine site, will need to be considered when
the Travertine Specific Plan is amended in the future. In view of the topographic constraints to be
overcome to construct this roadway, an appropriate classification must be identified to provide
sufficient but not excess capacity. However, this roadway was not evaluated in the TIA and no
future traffic projection was provided for Jefferson Street, between Avenue 58 and Avenue 62.
Another critical issue the City has been struggling with for many years is the magnitude of future
regional travel demands on Avenue 62, Monroe Street, and Madison Street associated with the
South Valley Parkway Implementation Program. The TIA does not provide volumes on many of
these streets that would be necessary to identify the future regional through -traffic volumes in this
area. Based upon the projected peak hour traffic volumes at Intersection 37, regional through traffic
utilizing Avenue 62 appears to be minimal.
28811 Woodcock Drive, Laguna Niguel, CA 92677-1330
Phone: (949) 362-0020 E-Mail:endoengr@cox.net
General Comments on the General Plan Update and DEIR
1. As shown in General Plan Exhibit II-10, EIR Exhibit 1II-20, and Table 10 of the TIA, future
traffic projections are not provided for several General Plan roadway segments that are critical
to the development of the Travertine Specific Plan. Future traffic projections are needed for:
(1) Avenue 62, west of Madison Street; (2) Avenue 58, west of Madison Street; (3) Jefferson
Street, north of Travertine; (4) Madison Street, north of Avenue 62; and (5) Avenue 60, west of
Madison Street.
Section 6.3 of the TIA (Page 52) indicates that the growth in raw LQTAM volumes between the
year 2009 and the year 2035 was added to the existing 24-hour volumes from CVAG to obtain
forecast year 2035 daily volumes. However, future traffic projections were not evaluated for
some General Plan roadway segments that were included in the CVAG "Traffic Census
Report". For example, CVAG provided existing daily traffic count data for three segments
along Airport Boulevard (east of Madison Street, east of Monroe Street, and east of Jackson
Street). Future traffic projections were not provided in the TIA for these roadway segments.
It can be seen from General Plan Exhibit II-10, EIR Exhibit III-20, and Table 10 of the TIA, that
numerous master planned roadway segments were not included in the CVAG "Traffic Census
Report" and therefore have no future traffic projection. Without future traffic projections, the
adequacy of the master planned roadway classifications for many General Plan roadway
segments, particularly those in the developing areas of southeast La Quinta, cannot be verified.
Future traffic projections are necessary for all of the General Plan roadway links to ensure that
future traffic studies properly address General Plan buildout traffic conditions. Will year 2035
LQTAM daily traffic projections be made available to enable future traffic studies to evaluate
General Plan buildout traffic volumes? As a minimum, the raw LQTAM volumes for the year
2009 and the year 2035 should be provided for those roadway links where no count data was
provided in the CVAG "Traffic Census Report".
2. In Appendix H of the DEIR, page 12 of the TIA refers readers to Appendix A for the traffic
count data used in the traffic study. Appendix A of the TIA was not provided on the City
website and should be made available for review.
3. In Appendix H of the DEIR, page 32 of the TIA references the "LQTAM Model
Documentation and Validation Report" (dated February, 2011) prepared by Iteris, Inc. This
report is critical and should be provided on the City website or at a minimum made available
upon request. Based upon the existing CVAG counts and the portion of the land in southeast
La Quinta that has been developed to date, it appears that the future traffic projections along
Madison Street are substantially higher than expected. The rationale for the additional future
traffic is not provided in the TIA. Consequently, the calibration of the model in this area is of
particular interest and should be reviewed.
Specific Comments Related to the Travertine Specific Plan
The Travertine Specific Plan was originally approved in 1994 with a total trip generation of 27,300
daily trips and included the development of 2,300 dwelling units, 100,000 square feet of retail, and a
500-room hotel. Access to the Travertine Specific Plan was planned via three streets, the primary
access from Madison Street, and minor access from Avenue 62 and froze. Jefferson Street/Avenue
58.
In 2008, a proposed amendment to the Travertine Specific Plan included 1,400 dwelling units and a
500-room hotel generating 17,390 daily trips. The amended proposal represented a 39 percent
IJ
decrease in dwelling units, and a 36 percent decrease in total trip generation. From a capacity
perspective, the Travertine Specific Plan area could be served by two two-lane roadways, or one 4-
lane roadway. In view of the high cost of constructing off --site roadway improvements to provide
access to the project site, it is critical that the access be appropriately sized. Therefore, the access
streets of Madison Street, Jefferson Street, and Avenue 62 near the Travertine Specific Plan need to
be carefully evaluated to ensure that a sufficient, but not excessive capacity is provided.
Madison Street
4. In Exhibit 5 of the TIA, the existing turning movement volumes for the intersection of Madison
Street and Avenue 60 (Intersection 32) appear to be too high, unless the volumes represent
primarily construction traffic. The six existing homes accessed via Avenue 60, west of Madison
Street, should not generate 66 morning peak hour and 43 evening peak hour trips on this
segment of Avenue 60. Furthermore, the primary traffic movement associated with these
residents should be to/from the north, not to and from the east via Avenue 60. Traffic count
data from 2008 that shows 18 vehicles in the morning peak hour and 6 vehicles in the evening
pear hour on this leg of Avenue 60. Given the questionable existing traffic count data, the
existing turning movements at this intersection should not be used as the basis to project the
future turning movements. Doing so results in unrealistically high projections for Avenue 60,
west of Madison Street. It also results in more northbound vehicles on Madison Street turning
left into a relatively small low -density residential area via Avenue 60 than continuing
northbound through the intersection toward the commercial and employment opportunities in
the more developed portions of La Quinta.
5. General Plan Exhibit 11-2 and EIR Exhibit III-I8 incorrectly identify Avenue 62 as a modified
2-lane divided secondary arterial between Madison Street and Monroe Street. However,
Figure 4 of the TIA correctly shows that Avenue 62, between Madison Street and Monroe
Street, is a 2-lane undivided Modified Collector Street.
6. General Plan Exhibit 11-2 and EIR Exhibit 1II-I8 incorrectly identify Monroe Street, between
Avenue 60 and Avenue 62, as a four -lane undivided Secondary Arterial. This segment of
Monroe Street is currently classified as a Modified Secondary Arterial A (which is a two-lane
divided roadway with a lower capacity that a four -lane undivided roadway).
7. General Plan Exhibit II-2, EIR Exhibit III-18, and the TIA Figure 4 identify Madison Street,
extending between Avenue 60 and Avenue 62 as a Modified Secondary Arterial A. However,
all of the future base maps in the TIA incorrectly show a break in Madison Street where it
crosses the dike, south of Avenue 60. The future base maps should show that Madison Street
will be connected between Avenue 60 and Avenue 62.
8. TIA Figure 6 shows an existing bicycle route passing through the intersection of Madison
Street and Avenue 62. The intersection of Madison Street and Avenue 62 does not currently
exist. Therefore, a bicycle route through this intersection does not currently exist. On the
City's website, the "City of La Quinta Bike Map" only extends south to Avenue 60. Therefore,
it does not show an existing bike route extending through the intersection of Madison Street
and Avenue 62.
9. General Plan Table 11-I2, EIR Table III-48, and Table 10 of the TIA show Madison Street
(between Avenue 54 and Airport Blvd.) with a projected future traffic volume of 47,529 vehicles
per day. This future projection is much higher than expected, based on development trends and
trip generation studies in this area. Since the land south of this point is nearly 50 percent
developed and the CVAG peak season daily traffic count for Madison Street is currently less
than 10,000 vehicles per day, it appears unlikely that the General Plan buildout daily volume will
exceed 30,000 ADT.
3
The major specific plans in this area have been developing at approximately 50 percent of the
densities permitted under the existing entitlements. In addition, the trip generation studies of
developments such as PGA West and Trilogy have identified trip -generation rates consistent
with age -restricted senior residential developments. The trip generation of residential
developments in this area has been approximately 30 percent of the trip generation rates
associated with traditional single-family residential dwellings. Extensive traffic counts at the
access points to PGA West have identified a trip generation rate that is 35 percent of the
traditional single-family residential trip generation rate, even though PGA West is not an age -
restricted community.
Was the trip generation assumed in the modeling for development in this area based upon the
entitlements, census data, or the actual development that has occurred? How did the calibration
run for existing development compare to the existing traffic volumes for Madison Street,
between Avenue 54 and Airport Blvd.? The calibration run probably shows existing traffic
projections much higher than the existing traffic count data. This would indicate that both the
residential development intensities and trip -generation rates assumed for this area in the model
were too high.
10. Figure 11 of the TIA shows year 2035 turning movement projections at the intersection of
Madison Street and Avenue 60 (Intersection 32) that are not reasonable for this location. They
indicate that approximately one-half of the northbound traffic on Madison Street turns west at
Avenue 60. The northbound left -turn volume (from Madison Street onto Avenue 60) is
projected to exceed the northbound through volume during the evening peak hours. At this
intersection there should be very little traffic making a northbound left -turn movement since the
west leg of Avenue 60 only serves a very small low -density residential development area.
11. Figure 13 of the TIA shows enhanced intersection treatments at Intersection 32 required
because the traffic volume assigned to Avenue 60, west of Madison Street, was unrealistically
high. There is minimal development planned west of Madison Street (low -density residential
uses) with access to Madison Street opposite Avenue 60. Furthermore, Avenue 60, west of
Madison Street is constructed as a local street with 36 feet of pavement that would not
accommodate the four lanes of through traffic and dual eastbound left -turn lanes shown in
Figure 13. There is a large development planned west of the existing Andalusia development,
but its future access to Madison Street is planned midway between Avenue 60 and Avenue 58,
not at Avenue 60.
12. Page 40, 41, and 50 of the TIA, describe enhanced improvements recommended for Intersection
32 (Madison Street and Avenue 60). See Comment 10 and 11. This recommendation should
be revised because the assumptions in the model for this intersection are not correct.
Avenue 62
13. General Plan Table II-12, EIR Table M-48, and Table 10 of the TIA show a future volume of
9,624 vehicles per day for Avenue 62, between Madison Street and Monroe Street. However,
Figure 11 shows that very little peak hour traffic is projected on Avenue 62, immediately west of
Monroe Street (only 90 evening peal, hour trips or approximately 1,100 daily trips). This
seems to indicate that essentially all of the 9,624 vehicles per day were assigned to Avenue 62
from adjacent future land uses located south of Avenue 62 and traveled west to Madison Street
then north to Avenue 60. The Keck property is located south of Avenue 62 and west of
Monroe Street. It is our understanding that future development plans for the Keck property
included access primarily to Monroe Street, south of Avenue 62. Only minimal emergency
access was planned from the Keck property to Avenue 62, west of Monroe Street. The location
of the node connectors from the Keck Property to Avenue 62 and/or Monroe Street were not
rd
documented in the TIA or DEIR. However, a nodal connection should not be assumed between
the Keck property and Avenue 62.
14. General Plan Table 11-12, EIR Table I1I-48, and Table 10 of the TIA incorrectly identified
Avenue 62, between Madison Street and Monroe Street, as a 4-lane Modified Collector with a
daily capacity of 28,000 vehicles per day, rather than a 2-lane Modified Collector with a daily
capacity of 14,000 vehicles per day. If the traffic network in the model incorrectly assumed the
speed for a four -lane roadway for Avenue 62, between Madison Street and Monroe Street, it
would attract more future traffic than the correct two-lane Modified Collector designation
resulting in a future volume projection that is unrealistically high.
15. Figure 11 of the TIA shows a morning plus evening peak hour volume for Intersection 37
(Monroe Street at Avenue 62) of 26 in the eastbound direction, and 3 in the westbound
direction. How was this traffic distribution determined? The atypical directional split seems to
imply that all vehicles are going eastbound on Avenue 62 past Monroe Street in the peak hours
and essentially no vehicles return in the westbound direction on Avenue 62 in the peak hours.
16. Figure 12 of the TIA shows the future lane geometries for Intersection 37 (Monroe Street at
Avenue 62) with two westbound through approach lanes opposite a single westbound exit lane
on Avenue 62 serving a peak hour westbound through volume of only 3 vehicles per hour. As a
Modified Collector, Avenue 62 will only provide one through lane in each direction between
Monroe Street and Madison Street.
17. Figure 12 and 13 of the TIA show that Intersection 37 (Monroe Street at Avenue 62) will have a
traffic signal in the future, but the volumes shown on Figure 11 for Intersection 37 would not
meet traffic signal warrants. The westbound right -turn volume should not be included as part of
the westbound approach volume because of the recommendation for an exclusive westbound
right -turn lane and the right -turn movement does not conflict with the large southbound left -turn
movement.
18. The mitigation assumed for Intersection 37 was not appropriate to mitigate the impact at this
intersection. Table 8 of the TIA shows Intersection 37 operating at LOS E during the evening
peak hour. Footnote 3 states that signalization of the existing lanes was assumed for this
intersection. This footnote is not correct because the text referencing Table 8 states that the
analysis is based upon the future lane configurations shown in Figure 11 and the future
approach lanes in Figure 11 are not the same as the existing approach lanes at Intersection 37.
Traffic signals would not be installed because signal warrants are not met by these volumes.
Jefferson Street
19, The TIA did not provide any future traffic projections or level of sezvice analysis for Jefferson
Street between Avenue 58 and Avenue 62 (at Madison Street). In order to understand how the
TIA addresses future development in the Travertine Specific Plan area, it is critical to at least
provide year 2035 traffic volumes and identify the trip generation assumed for Section 5 and the
surrounding development areas.
Other Comments
20. As discussed in Comment 13, the LQTAM appears to project approximately 9,000 daily trips
on Avenue 62 generated by the future development of the Keck property (located south of
Avenue 62 between the dike and Monroe Street). Based upon the LQTAM projections, future
traffic will access the Keck property by crossing the dike and using Madison Street to travel
to/from the north. If this is the case, the future traffic generated by the development of the Keck
property would comprise a sizeable portion of the traffic utilizing the future Avenue 62 crossing
of the dike as well as the future bridge needed to extend Madison Street from Avenue 60 to
Avenue 62. Consequently, the developers of the Keck property would be responsible for
paying their fair -share percentage of the construction of the dike crossing and the extension of
Madison Street. It was our understanding that plans for the Keck property take access
primarily from Monroe Street (south of Avenue 62). The last Keck property plans that we saw
did not have an access designed to take advantage of future roadway improvements to Avenue
62 and Madison Street on the west side of the dike. If the Keck Property takes access primarily
from Monroe Street and only takes emergency access to Avenue 62, the traffic assignment to
Avenue 62 and Madison Street should be eliminated in the model. This may also reduce the
problematic traffic volume on Madison Street, south of Avenue 54, but may increase the
demand on Monroe Street, north of Avenue 62.
21. The documentation provides no way to determine the trip generation assumed for the Travertine
Specific Plan or the surrounding land uses located south of Avenue 58 and west of Monroe
Street. Without this information, the Travertine development cannot verify that the modeled trip
generation for this area is consistent with current development plans.
We appreciate the opportunity to comment on the La Quinta General Plan Update TIA and DEIR.
Since these documents will be critical in properly evaluating the future traffic impacts associated
with the Travertine Specific Plan, it is vital that the information presented in the General Plan be
correct and accurately reflect the future developments. Obtaining a clear understanding of the
LQTAM will enable us to accurately identify the circulation needs of the Travertine Specific Plan as
well as the needs of cumulative developments and regional through traffic.
ENDO ENGMERINNG
Greg n o
Principal
G
CITY OF INDIO
100 CIVIC CENTER MALL • INDIO, CA 92201
760.391.4000 • FAX 760.391.4008 • WWW.INDIO.ORG
August 24, 2012
Andrew Mogensen, AICP
Principal Planner
City of La Quinta
P.O.Box 1504
78-495 Calle Tampico
La Quinta, CA 92253
AU6 27 &2
CMiY OF LA QWNTA
CANNING DF`PARTMF�.17
RE: NOTICE OF COMPLETION OF A DRAFT ENVIRONMENTAL IMPACT
REPORT (DEIR) FOR THE CITY OF LA QUINTA GENERAL PLAN UPDATE.
Mr. Mogensen,
As requested by you we have reviewed the July 2012 City of La Quinta General
Plan Draft Environmental Impact Report (Draft EIR), including the
Transportation/Traffic portions prepared by Terra Nova Planning & Research as
well as Appendix H to the Draft EIR, the May 14, 2012 of the City of La Quinta
General Plan Circulation Element Update Traffic Impact Analysis prepared by
Iteris.
While the Draft EIR mentions that several roadways and intersections are shared
with other jurisdictions and while the Draft EIR suggests that cooperation and
communication with adjacent jurisdictions is needed, there has been no
meaningful communication with our City Traffic Engineer (Mr. Tom Brohard)
during the preparation of the Traffic Impact Analysis (other than an introductory
call from Iteris indicating that their work on this project had begun). In fact, the list
of organizations, persons, and documents consulted shown in Section IX of the
Draft EIR does not list or identify any persons or documents from the City of Indio
or any other municipality. Rather than preparing their Draft EIR in a vacuum, the
City of La Quinta consultants for this project should have discussed various
recommendations with the City of Indio and others, particularly those involving
Page 2 of 5
adding lanes within the City of Indio, to mitigate significant traffic impacts caused
by intensified land use in the City of La Quinta and its sphere of influence.
The following comments pertaining to streets and intersections shared with La
Quinta are submitted to you for consideration and for inclusion in the City of Indio
comment letter on the La Quinta General Plan Draft EIR:
1) Existing Conditions — Regional Roadways — The discussion of State Highway
111 as a Regional Roadway beginning on Page III-204 of the Draft EIR
should be modified to indicate that the State relinquished this roadway
several years ago to the local cities and the only portion of State Highway 111
that remains in the Coachella Valley is in the City of Palm Springs. The
Highway 111 discussion should also be moved into the discussion of Local
Major Highways beginning on Page III-205 of the Draft EIR.
2) Roadway Segment Analysis _for. General Plan Buildout — Table III-48
beginning on Page III-221 of the Draft EIR contains some significant spikes in
future traffic volumes from block to block. These increases do not appear to
be reasonable as the adjacent properties are mostly developed at this time.
The following Year 2035 ADT forecasts on roadways shared with the City of
Indio require further validation:
a. Jefferson Street from Avenue 48 to Avenue 50 — In this segment, 2035
ADT volumes are 7,000 higher south of Avenue 48 and 18,000 higher
north of Avenue 50 than the adjacent segments.
b. Highway 111 from Dune Palms Road to Jefferson Street - In this
segment, 2035 ADT volumes are 10,000 higher east of Dune Palms
Road than the adjacent segment to the west.
c. Avenue 48 from Dune Palms to Jefferson Street - In this segment,
2035 ADT volumes are 16,000 higher east of Dune Palms Road than
the segment to the west.
d. Avenue 50 from Jefferson Street to Madison Street - In this segment,
2035 ADT volumes are 14,000 higher east of Jefferson Street than the
segment to the west.
3) Intersection Impact Analysis — Table III-49 beginning on Page III-226 of the
Draft EIR provides AM and PM Peak Intersection Analysis with 2035 buildout
volumes during the peak season. The table should be expanded to indicate
and more clearly disclose the additional lanes/traffic control measures that
are required, particularly those additions in other jurisdictions including Indio.
From Exhibit III-21 to achieve LOS "D" or better, the following additional lanes
are needed according to the Draft EIR at the intersections that are shared
between La Quinta and Indio:
a. Jefferson Street and Fred Waring Drive — 50% Indio; 50% La Quinta —
Add westbound right turn lane in Indio.
Page 3 of 5
b. Jefferson Street and Highway 111 — 75% Indio; 25% La Quinta — Add
Y southbound left turn lane and 4t" southbound thru lane in La Quinta;
add 4t" northbound thru lane in Indio.
c. Jefferson Street and Avenue 50 — 25% Indio; 75% La Quinta — Add 2"d
eastbound left turn lane in La Quinta; add 2nd westbound left turn lane
and 2"d westbound thru lane in Indio.
d. Madison Street and Avenue 50 — 75% Indio; 25% La Quinta — The
proposed lane additions in the Draft EIR have been modified by the
Indio/La Quinta Project Development Team (PDT) working together on
the improvement of Madison Street to eliminate the possible need for a
third northbound thru lane in Indio. The Draft EIR should be updated to
reflect the ultimate intersection geometry approved by the PDT on July
24, 2012. These lane additions in the City of La Quinta now include a
2nd eastbound thru lane and an eastbound right turn lane. Lane
additions in the City of Indio now include a 2nd southbound left turn
lane, a second southbound thru lane, and a southbound right turn lane;
a 2nd northbound left turn lane, a 2nd northbound thru lane, and a
northbound right turn lane; and a 2nd westbound thru lane and a
westbound right turn lane. A traffic signal will also be installed at this
intersection.
e. Madison Street and Avenue 52 — 25% Indio; 75% La Quinta - The
proposed lane additions in the Draft EIR have been modified by the
Indio/La Quinta PDT working together on the improvement of Madison
Street to eliminate the possible need for a third northbound thru lane in
Indio. The Draft EIR should be updated to reflect the ultimate
intersection geometry approved by the PDT on July 24, 2012. These
lane additions in the City of La Quinta now include two southbound left
turn lanes, a second southbound thru lane, and a southbound right turn
lane; a 2"d northbound left turn lane and a 2"d northbound thru lane.
Lane additions in the City of Indio now include a 2nd westbound thru
lane. A traffic signal will also be installed at this intersection.
f. Monroe Street and Avenue 52 — 50% Indio; 25% La Quinta; 25%
County — Add 2 nd eastbound thru lane in La Quinta; add 2nd
southbound left turn lane, 2nd southbound thru lane and southbound
right turn lane in Indio; add 2"d westbound thru lane in Indio; add two
northbound left turn lanes, a 2nd northbound thru lane, and a
northbound right turn lane in the County.
4) Intersections Potentially Worse Than LOS "D" - The underlying analysis in the
Draft EIR is very conservative, having bumped up the October traffic counts
by 10 percent to reflect higher volumes in January, February, and March. This
baseline increase of 10 percent effectively translates to a drop in LOS from
"D" to "E" at these intersections. Constructing costly additional improvements
to maintain LOS "D" for the highest traffic volumes during three months of the
year, when these intersections will operate at LOS "D" or better for the other
Page 4 of 5
nine months of the year, is not justified during these difficult economic
conditions.
Since our Circulation Plan Update in 2008, the City of Indio allows LOS "E"
under certain conditions (see attached). Many other jurisdictions in California
also allow LOS "E" under these or similar conditions. For intersections shared
with the City of Indio, especially those where Indio has jurisdiction over 75
percent of the intersection, the City of La Quinta should reconsider its LOS
"D" standard and also allow LOS "E" under certain conditions. Mitigation
measures necessary to achieve LOS "E" should be identified and more
clearly disclosed in separate tables and figures, together with identification of
improvements that are required within the City of Indio. According to the Draft
EIR, intersections shared between the Cities of La Quinta and Indio that may
operate at worse than LOS "D" include:
a. Jefferson Street and Highway 111 — Only 25% of this intersection is in
the City of La Quinta, with 75% of the intersection within the City of
Indio. While adding a third SB left turn lane may be feasible, adding
fourth northbound and southbound thru lanes on Jefferson Street will
require additional right of way in the City of Indio. Both cities have
constructed what are typically considered the maximum practical
improvements at Jefferson Street and Highway 111 including dual left
turn lanes, three thru lanes, and separate right turn lanes with green
arrow overlaps on each approach. Further widening of the intersection
which necessitates purchase of right of way and could result in other
environmental impacts is not acceptable to the City of Indio. In
accordance with the attached policy, LOS "E" conditions will therefore
be acceptable if they should occur at buildout in Year 2035 during the
peak season (January thru March) at Jefferson Street and Highway
111 in the City of Indio.
b.
c. Madison Street and Avenue 50 - Only 25% of this intersection is in the
City of La Quinta, with 75% of the intersection within the City of Indio.
The revised lane configurations approved by the Indio/La Quinta PDT
will result in LOS "D" or better operating conditions in Year 2035.
Further widening of the intersection which necessitates purchase of
additional right of way and could result in other environmental impacts
is not acceptable to the City of Indio. In accordance with the attached
policy, LOS "E" conditions will therefore be acceptable if they should
occur at buildout in Year 2035 during the peak season (January thru
March) at Madison Street and Avenue 50 in the City of Indio.
Page 5 of 5
Please feel free to contact us at 760-391-4120 with any question you may have.
Thanks,
Leila Na ar
Assistant Planner
City of Indio
Community Development Department
Planning Division
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August 27, 2012
COUNTY OF RIVERSIDE
TRANSPORTATION AND
LAND MANAGEMENT AGENCY
Transportation Department
Les Johnson, Planning Director
City of La Quinta
78-495 Calle Tampico
La Quinta, CA 92253
Subject: Draft Environmental Impact Report (DEIR) and City of La Quinta General Plan
City of La Quinta
Dear Mr. Johnson:
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Juan C. Pcrez, P.E., T.E.
Director of Tran.Tortatiort
Thank you for the opportunity to review the City of La Quinta General Plan. We offer the following
comments,
The Riverside County Transportation Department (RCTD) has reviewed the Circulation Element for the City
of La Quinta General Plan. The County requests that any roadway designations within the City's
Circulation Element that extend to the City/County boundary and the City's sphere of influence and that
differ from the County's designations be coordinated with County staff. Specifically the RCTD has
compared the City's Circulation Element to the County's current Circulation Element and the Circulation
Element the County will be proposing in its own update to the County General Plan. The RCTD is
primarily concerned with potential conflicts regarding the proposed designations on Harrison Street
(former SR-86) and Avenue 62 within the City's Circulation Element.
Based on discussions with City staff, the County understands that Harrison Street was modeled for the
City's General Plan as an 8 lane divided facility and that the City's traffic model demonstrated the need for
a facility of this size. The County concurs that an 8 lane facility will need to be accommodated in the
future for Harrison Street. However, as of the writing of this letter the last published version of the City's
General Plan showed Harrison Street as a Major Arterial Highway (6 lanes divided within 128 feet of right-
of-way). The County requests the City incorporate a cross-section for an 8 lane divided highway into the
City's General Plan and that the designation of Harrison Street would be changed to that cross-section.
The County requests that the City's cross-section would generally conform to the attached cross-section.
The City is proposing that Avenue 62 be designated as a Secondary Arterial Highway (4 lanes undivided
within 102 feet of right-of-way). The County has previously analyzed this roadway in the South Valley
Parkway Traffic Study and Roadway Phasing Plan dated April 4, 2007 prepared by Kimley-Horn and
Associates, Inc. The conclusions of that study indicated that the portion of Avenue 62 that falls within the
City's General Plan between Monroe Street and Harrison Street should be planned for four lanes within
4080 Lemon Strut, 8th Floor • Riwi-side, California 92501 • (951) 955-0740
P.Q. Box 1090 +Riverside, California 92502-1090 • FAX (951) 955-3198
Les Johnson, Planning Director
Page 2
August 27, 2012
220-feet of right-of-way. The County has done additional traffic modeling of this corridor in connection
with a proposed update of the County's General Plan using the RIVTAM model. The assumptions of
model for the proposed General Plan incorporated approved Specific Plans within this portion of the
County, but otherwise did not use the proposed land use assumptions of the South Valley Parkway. The
General Plan update model analyzed the full future build -out of all unincorporated and incorporated
areas beyond the 2035 horizon, and the model has indicated that traffic volumes on Avenue 62 will
warrant at least a 6 lane divided facility at full build -out. The County continues to recommend that
Avenue 62 should be designated in such as way that sufficient right-of-way will be preserved for the
accommodation of ultimate future growth and that at a minimum will permit the construction of a 6 lane
divided facility. The County believes that a minimum of 152 feet of right-of-way should be preserved for
this roadway, especially between Jackson Street and Harrison Street.
The County has adopted Community Design Guidelines for an area known as Vista Santa Rosa (VSR). The
boundaries of this community include the unincorporated portions of the City of La Quinta's General Plan,
covering the City's current sphere of influence and extend further to the south between Avenue 62 and
Avenue 66 on the north and south and between Monroe Street and Harrison Street on the west and east.
The County requests that the City would cooperate with the County in preserving the VSR community
identity within its full boundaries. The County desires that this area remain intact through inclusion within
the sphere of influence of one city and that future planning would consider all portions of this community.
Thank you again for the opportunity to review the La Quinta General Plan and EIR. We appreciate your
consideration of these comments:
Riverside County Administrative Center
4080 Lemon Street, 8`" Floor
Riverside, CA 92502
Sincerely,
Farah Khorashadi, P.E.
Engineering Division Manager
RF:FK:rg
Attachment —Standard No.87 "8-Lane Expressway'
cc: Juan C. Perez, Director of Transportation and Land Management
Patricia Romo, Deputy Director
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Board of Trustees
President
SHARON LOCK
Palm Springs
Vice President
GARY HOWELL
Cathedral City
Secretary
DOUGLAS WALKER
Palm Desert
Treasurer
ROBERT COX
La Quinta
STEVEN HERNANDEZ
Coachella
ALBERT KECK
County at Large
KARL BAKER, JR.
Desert Hot Springs
BRUCE UNDERWOOD, Dr. P.H.
Indian Wells
SAM TORRES
Indio
CHARLES RICH
Rancho Mirage
BRANKA B. LOTHROP, Ph. D.
General Manager
Coachella Valley Mosquito and Vector Control District
43-420 Trader Place • Indio, CA 92201 • (760) 342-8287 • Fax (760) 342-8110
• Toll Free 1-888-343-9399
E-mail: CVmosquito@cvmvcd.org • Website: www.cvmvcd.org
August 21, 2012
To: Andrew Mogensen, AICP
Principal Planner
City of La Quinta
P.O. Box 1504
78-495 Calle Tampico
La Quinta, CA 92253
I
CITY OF LA QUINTA
"LANNING DFaARTMFNI
Subject: Comments regarding Notice of Completion of a Draft Environmental
Impact Report (DEIR) for the City of La Quinta General Plan Update, State
Clearinghouse No. 2010111094
Dear Mr. Mogensen,
Thank you for the opportunity to express the position and concern of the
Coachella Valley Mosquito and Vector Control District (hereafter, the District)
regarding the Draft Environmental Impact Report (EIR) for the City of La Quinta
General Plan Update (State Clearinghouse No. 2010111094).
The District is a non -enterprise independent special district accountable to the
citizens of the Coachella Valley, charged with the protection of public health
through the control of vectors and vector -borne diseases within its boundaries. We
operate under the California Health and Safety Code Division 3, Sections 2000-
2910 (known as the Mosquito Abatement and Vector Control District Law). Our
activities include the prevention and control of mosquitoes, filth flies, eye gnats,
and the red imported fire ant. The General Plan Update may result in increases in
these vector populations and impact the ability of the District to control vectors.
Specifically, the expansion of La Quinta into its Sphere of Influence to the south
and east will increase the likelihood that residents encounter vector and nuisance
insects in agricultural and wetland habitats.
Mosquitoes
Within the urbanized areas of La Quinta, as well as the rest of the Coachella
Valley, mosquitoes breed in storm drain systems, neglected swimming pools,
poorly designed or damaged landscape irrigation systems, and other containers
that hold water for at least 96 hours. The most important vector species are the
encephalitis mosquito and the southern house mosquito. These species can vector
(transmit) West Nile virus, western equine encephalomyelitis and St. Louis
encephalitis to humans. Additionally, West Nile virus and western equine
encephalomyelitis can infect horses, which is of interest to La Quinta due to its numerous
equestrian trails.
The General Plan Update indicates that the number of dwelling units in the planning area will be
increased to 53,103. The current number of dwelling units that are occupied year-round is 14,820
of the 23,489 available. If the current year-round occupation rate is kept constant at 63%, then
19,648 dwelling units could be expected to be unoccupied. If the current number of seasonal,
recreational, and occasional use homes remains the same (27.5% according to the 2010 U.S.
census), then 14,603 homes will be vacant for at least part of the year.
The District conducts aerial photography to determine if pools are neglected. In April 2012, we
identified 245 pools in La Quinta as possibly being neglected, or approximately 1 % of the
dwelling units present. With an increase in dwelling units, we might expect this to reach 530
pools at build out. We currently see that approximately half of the pools on our possibly
neglected list require treatment and follow-up inspections.
Storm drains, catch basins, dry wells, and detention basins are also commonly used as breeding
sites for mosquitoes within the urban environment. Given that 2,084.5 acres of street rights of
way are proposed to be built under the Preferred Plan, we expect that more storm drains will be
built. We applaud La Quinta's commitment on page V-4 to be a Full Service Community. We
agree that "storm drains ... [are] maintained in good working order and of adequate service level
to address existing and future needs" is an important Guiding Principle and a task that ensures
effective use of mosquito control products.
As the agricultural areas of the Sphere of Influence are built, residents are likely to encounter
floodwater mosquitoes known as Psorophora. These mosquitoes are not vectors of disease;
however, they are active day and night and are very painful biters. The addition of residents in
the area will result in additional service requests, increasing our workload.
Filth flies and eye gnats
As the area within the La Quinta Sphere of Influence is developed from agricultural property into
dwelling units, we expect to receive more requests for control of filth flies and eye gnats. Most
flies lay eggs in decaying plant or animal matter as can be found in agricultural practices. We
have seen the development of homes in traditionally agriculture areas result in unhappy
homeowners who are not pleased with the presence of adult flies. We can and do recommend
methods of preventing breeding sources of flies, but properties that are zoned for agriculture do
have potential for fly breeding even when practicing standard and acceptable agricultural
practices as defined by the California Health and Safety code.
Red imported fire ants (RIFA)
While the red imported fire ant (RIFA) is not a vector of disease, it is an invasive species within
the Coachella Valley that produces a very painful sting. People may experience localized pain or
swelling and in some cases, anaphylactic shock. In urban areas, they build mounds close to
buildings, in school yards, athletic fields, golf courses, and parks. In agricultural areas, they can
build mounds near water sources and drip irrigation systems, feed on seeds and budding fruits,
and sting livestock. La Quinta already has several golf courses that are infested with RIFA, and
further creation of green spaces will likely result in the spread of the insect into the currently less
urbanized Sphere of Influence.
We applaud the City of La Quinta's commitment to using desert landscaping techniques as well
as the development of educational programs and demonstration gardens to inform the public and
businesses of water efficient techniques and sustainable practices. Reducing water use,
particularly wasted water that flows into storm drains, will result in decreases in vector
populations. We encourage the city to work with us and future developers to use vector
prevention strategies when building storm drains and choosing landscape options.
Sincerely,
Jennifer Henke, M.S.
Environmental Biologist
jhenke@cvmvcd.org
cc: Branka B. Lothrop, Ph.D., General Manager
Jeremy Wittie, M.S., Scientific Operations Manager
Co of Riverside EPD
I
,
Carobw Syms Luna
Director
DATE: Augus 27, 2012
TO: City of La Quinta
FROM: Riverside County
RE: City of La Quinta
Dear City of La Quinta,
Thank you for the; opportunity,
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P.O. Sox 1409. Riverside, Cal-d)mia 92502-1
(951) 955-3200 • Fax (951) 955-1611
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,'s General Plan Update and associated EIR.
a significant portion of unincorporated ;Riverside County
the City of La Quinta, namely the Vista Santa Rosa
f an intensive and collaborative I iannind
subject o p g effort
icils within this area, and other stakeholders engaged
adopted by the Riverside County Board' of Supervisors
aborative effort and are available at the lfoliowing link:
I consideration of the comprehensive
detailed within the Design Guidelines,
:r associated planning documents.
ons or concerns at (951) 955-664�
2712.aocx
antity for the
incorporated
via email at
Desert Office • 38686 El Cerrito tF��load
Palm Desert, California 92211
(760) 863-8277 • Fax (760) 863-1668
.I•
ufure... Preserving Our PaSt'
H 0 F M A N N
3
C O M P .A N Y
City of La Quinta
Planning Department
Attention: Andrew Mogensen
78-495 Calle Tampico
La Quinta, CA 92247-1504
Gentlemen,
August 27, 2012
Re: Comments on General Plan Update -Draft E.I.R.
Attached is a commentary and a number of questions and concerns about the Circulation
element portion of the Draft E.I.R. which was prepared by Endo Engineering the Traffic
Engineering consultant for the Travertine project.
Hofmann Land Development Co is representing Travertine Corporation in its effort to entitle
and eventually develop the Travertine property in South La Quinta. A variety of constraints
have been identified in analyses performed by Travertine which are likely to modify the scope
and type of development of the subject property from that which is shown on the General Plan
Update and the previously approved Specific Plan and other entitlements. Of particular
concern to the property owners is the planned road network and the ability to deliver all of the
road segments identified in this E.I.R. and prior City circulation documents given these
constraints. Madison Street Extension, Jefferson Street extension and Ave 62 Extension all serve
and extend through the project under current General Plan scenarios.
We have made numerous requests to staff to work with us to review and analyze the
modification and/or the possible deletion or conversion to emergency access of one or more of
these roads as part of this General Plan Update. Staff has advised that such review and analysis
is not timely and should be undertaken later as part of a Specific Plan review of the Travertine
property. We have respected this requested, as it has been our understanding that the City
intends to review and apply the circulation element flexibly in this area of the City
understanding that among other things, it is not in the public interest to construct roads that
are unnecessary or oversized. The Endo Engineering analysis of the report reveals that this
southerly area of the City was not extensively studied and much detailed information is lacking
when compared to the analysis performed in other areas.
For the above reasons we request that a written statement be included in the policy document
confirming that circulation will be flexibly interpreted in the Southerly Jefferson/Avenue
OFFICE: 3000 OAK ROAD* SUITE 360. WALNUT CREEK, CA 94597 a PHDNE 925/478-2020 a FAX 925/977-1689
MAIL: P.O. BOX 907 a CONCORD, CA 94522
58/Madison/Avenue 62 area and further that an acknowledgement of this be included in the
EIR Circulation analysis.
We also seek clarification of a related statement in the General Plan Update regarding all
weather crossings as found on II-53 of the Update. Jefferson and Madison streets are correctly
identified as all —weather crossing where they extend over Dikes 4 and 2. The further southerly
extension of Jefferson, if constructed, may not be an all weather facility.
Although this may not be a direct Draft EIR comment, but we note that financial modeling
referenced in the Draft General Plan Update notes that the City has relied upon an assumption
of 500 Hotel units in the Travertine project. It remains Travertine's desire to accommodate an
element of Transit occupancy tax generating land use in the project. The 500 hotel unit
assumption used for the property is a gross overstatement of the potential for this property
and should not be used in the City's financial projections, land use or other assumptions. The
City's own experience in successfully integrating Hotel uses in its central location is a credible
citation for decreasing this assumption. We recommend and request that a more reasonable
125 to 150 room maximum Hotel- like facility located in the Travertine development be used in
this document and in other financial assumptions.
Thank you for the opportunity to comment on these documents.
Hofmann Land Development Company
David T. Lennon
AGUA CALIENTE BAND OF CAHUILLA INDIAM
TRIBAL HISTORIC PRESERVATION
SEP 10 &2
September 5, 2012 i ci-ry, of 1A QUINTA
"LANNING DEPAP. rMklVT
Andrew Mogenson, AICP
Principal Planner
City of La Quinta
P.O. Box 1504
78-495 Calle Tampico
La Quinta, CA 92253
RE: Transmittal of Notice of Completion of a Draft Environmental Impact Report (DEIR)
for the City of La Quinta General Update State Clearinghouse No. 2010111094, La
Quinta, CA
Dear Mr. Mogenson:
The Agua Caliente Band of Cahuilla Indians (ACBCI) appreciates your efforts to invite the Tribal
Historic Preservation Office (THPO) in the providing comments on the City of La Quinta General
Update DEIR. The General Plan Update is not located within the boundaries of the ACBCI
Reservation however it is within the Tribe's Traditional Use Area (TUA). The THPO has the
following comments:
According to our records on Cahuilla landscapes, there are traditional cultural properties exist
within the General Plan area that have not been documented Dr. Lowell Bean's book The
Cahuilla Landscape (1991) and Frank Patencio's book, Stories and Legends of the Palm
Springs Indians (1943) describe two Cahuilla place name locations. Cow on vah al ham ah is a
settlement area for the Cahuilla located east of Happy Point. The area is associated with the
Cahuilla culture hero Eagle Flower who made impressions into the surrounding landscape.
Another Cahuilla place name location is located near the historic La Quinta Hotel on
Eisenhower. Oral traditions suggest Eagle Flower resided in a village known as Kotevewit along
the foothills. Archaeological sites and cultural resources mentioned in the DEIR may be
associated with these important Cahuilla place names locations.
Because of the documented traditional landscapes and cultural resources located within the
planned area and sensitivity of these places the ACBCI THPO requests the following to be
considered and incorporated into the General Plan:
1. We request a thorough background research in traditional Cahuilla landscapes and
oral history to better understand the cultural significance and potential impacts to the
Cahuilla traditional places. This research shall be added to the historic and
prehistoric sections of the plan under Cultural Resources
2. Under Section III-66 3.1 Mitigation Measures regarding consultations with tribes, we
would like to emphasize the need for consultation on every project
540 1 DINAH SHORE DRIVE, PALM SPRINGS, CA 92264
T 7 6 0 / 6 9 9 / 6 8 0 0 F 760/699/6924 WWW.AGLIACALIENTE-NSN.GO,
3. Section III-66 3.2 Mitigation Measures, we request the following be added: 100%
survey and cultural resource inventory is required prior to the approval of projects
4. Section III-66 3.2 Mitigation Measures, we request copies of any associated cultural
resource reports and site records that might be generated in connection with these
efforts for review and comment
5. Section III-66 3.2 Mitigation Measures, we request a review period of 45 days to
review the associated cultural resource reports and site records and will provide
additional comments, such as proposed mitigation measures or conditions of
approval, at that time.
6. Page 11167 Section A. Mitigation Monitoring and reporting we request an Approved
Cultural Resource Monitor(s) must be present during any ground disturbing activities
by developers. Should buried cultural deposits be encountered, the Monitor may
request that destructive construction halt and the Monitor shall notify a Qualified
(Secretary of the Interior's Standards and Guidelines) Archaeologist to investigate
and, if necessary, prepare a mitigation plan for submission to the Agua Caliente
Tribal Historic Preservation Officer. Work on the overall project may continue during
this assessment period.
7. We request specification if human remains are encountered during grading and other
construction excavation, work in the immediate vicinity shall cease and the County
Coroner shall be contacted pursuant to State Health and Safety Code §7050.5.
The Agua Caliente Tribe appreciates your interest in our cultural heritage. If you have questions
or require additional information, please call me at (760) 699-6907. You may also email me at
PtuckCcbaguacaliente-nsn.gov.
Cordially,
p��
Patricia Garcia -Tuck, Director
Tribal Historic Preservation Office
AGUA CALIENTE BAND
OF CAHUILLA INDIANS
c: Agua Caliente Cultural Register
XACONSULTATIONS Letters\FY2012\ TUA \LaQuinta DEIR_GenPalnUpdate_09_05_12.docx
AGUA CALIENTE BAND OF CAHUILLA INDIW
W W W. A G UACALI E N T E- N S N GOV
��'D Fc.re_>
.. TERRA NOVA PLANNING & RESEARCH INC.0
TRANSMITTAL MEMORANDUM.
NOTICE OF COMPLETION
Date: July 10, 2012
To:
From:
/%
a
Nicole Sauviat Criste, Planning Consultant, City of La Quinta 0
Responsible A(yencies and Interested Parties
Subject: Transmittal of Notice of Completion of a Draft Environmental Impact
Report (DEIR) for the City of La Quinta General Plan Update
State Clearinghouse No. 2010111094
Enclosed please find the above referenced Draft EIR for the City of La Quinta General
Plan Update.
The project involves the assignment of land use designations on incorporated City lands,
and its Sphere of Influence. The document is being provided to you for review as a
responsible agency or interested party.
The comment period runs from July 12, 2012 to August 27, 2012. If you have comments,
please submit them prior to August 27, 2012. You may FAX comments to the attention of
Andrew Mogensen, AICP, Principal Planner, at FAX No. (760) 777-1233 within this
time frame. Please also send hard copies to the City, attention Andrew Mogensen, via
mail to the address below to assure legible and reproducible originals.
Mr. Andrew Mogensen, AICP
Principal Planner
City of La Quinta
P. O. Box 1504
78-495 Calle Tampico
La Quinta, CA 92253
If you have any questions regarding the enclosed or require additional information, please
do not hesitate to contact me at (760) 341-4800 or Mr. Mogensen at (760) 777-7125.
42635 MELANIE PLACE, SUITE 101 ❑ PALM DESERT, CA 92211 ❑ (760) 341-4800❑ FAX (760) 341-4455