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HomeMy WebLinkAboutDraft EIR-General Plan - September 2003 r ; k. i or. ,kit ?A .' •3 ,K ir -Alk RI E�IE� LftAX _ �` .��far•_ ;„ �►c :1e �3 , le L 1 <.� a X: F PA .M 'DESERT..-.' 1"0 FRV 'WA RING 1, � FA'L5 'T; A 9Z20 x • t.�, a�pf� Syr t��' R 'rr Pxep tred: -ANNING &k ESE Cl �j� R�? E, fir! �'"�'i. '. a �;,. ��_ R T"q� .Y' �1� �� -,�F_�t I'Y.�.1.7� t.%A 1• r} �� 4., n v , September ?1!'03 i ' .� DRAFT ENVIRONMENTAL IMPACT REPORT (SCH #2003051103) FOR THE CITY OF PALM DESERT COMPREHENSIVE GENERAL PLAN Prepared for City of Palm Desert 73-510 Fred Waring Drive Palm Desert, CA 92260 Prepared by I � J Terra Nova Planning& Research, Inc.® 400 South Farrell Dr., Suite B-205 Palm Springs, CA 92262 September, 2003 TN/City of Palm Desert Draft General Plan EIR Table of Contents 40 Table of Contents No Page No. List of Exhibits iv to List of Tables v List of Appendices vii Environmental Summary/Matrix M-1 I. INTRODUCTION AND PROJECT DESCRIPTION A. Lead Agency 1-1 B. Introduction I-1 C. CEQA Requirements 1-2 D. Project Location and Description 1-3 E. Draft General Plan Goals and Policies I-10 II. REGIONAL ENVIRONMENTAL SETTING A. Existing Land Use 11-1 B. Surrounding Land Use 11-2 C. Topography II-4 D. Climate 11-5 E. Hydrology 11-5 F. Soils and Geology II-6 G. Water Quality/Resources 11-8 H. Biological Resources 11-11 1. Cultural Resources 11-15 J. Visual Resources II-16 K. Air Quality II-17 L. Noise II-17 M. Traffic/Circulation II-18 N. Public Services and Facilities II-19 O. Socio-Economic Resources 11-22 III. EXISTING ENVIRONMENTAL CONDITIONS, PROJECT IMPACTS AND MITIGATION MEASURES A. Land Use Compatibility III-1 1. Existing Conditions III-1 2. Project Impacts III-9 3. Mitigation Measures III-17 ii rr TN/City of Palm Desert Draft General Plan EIR — Table of Contents B. Traffic/Circulation III-18 1. Existing Conditions III-22 2. Project Impacts III-36 3. Mitigation Measures III-46 C. Soils and Geology III-54 1. Existing Conditions III-54 2. Project Impacts III-69 ° 3. Mitigation Measures III-70 D. Hydrology III-73 1. Existing Conditions III-73 2. Project Impacts III-81 3. Mitigation Measures III-81 E. Water Quality/Resources III-83 1. Existing Conditions III-83 2. Project Impacts III-90 3. Mitigation Measures III-92 F. Biological Resources III-94 1. Existing Conditions III-94 2. Project Impacts III-109 3. Mitigation Measures III-110 G. Cultural Resources III-112 1. Existing Conditions III-112 2. Project Impacts III-118 3. Mitigation Measures III-119 H. Air Quality III-121 1. Existing Conditions III-121 2. Project Impacts III-128 3. Mitigation Measures III-137 I. Noise III-140 1. Existing Conditions III-140 2. Project Impacts III-146 3. Mitigation Measures III-151 J. Visual Resources III-154 1. Existing Conditions III-154 2. Project Impacts III-155 go 3. Mitigation Measures III-155 K. Public Services and Facilities III-156 iii TN/City of Palm Desert Draft General Plan EIR Table of Contents L. Socio-Economic Resources III-180 + 1. Existing Conditions III-180 2. Project Impacts III-190 3. Mitigation Measures III-203 IV. UNAVOIDABLE SIGNIFICANT IMPACTS IV-1 V. PROJECT ALTERNATIVES V-1 VI. SHORT-TERM USE VERSUS LONG TERM PRODUCTIVITY VI-1 VII. IRREVERSIBLE AND IRRETRIEVABLE COMMITMENT OF ENVIRONMENTAL RESOURCES VII-1 VIIL GROWTH INDUCING AND CUMULATIVE IMPACTS VIH-1 IX. ORGANIZATIONS,PERSONS AND DOCUMENTS CONSULTED IX-1 List of Exhibits I-1 Regional Location Map I-6 I-2 City of Palm Desert Vicinity Map 1-7 I-3 General Plan Study Area 1-8 III-1 Current General Plan Land Use Map III-4 III-2 Preferred Alternative Land Use Map HI-16 11I-3 City of Palm Desert General Plan Roadway Classification Map III-26 III-4 City of Palm Desert General Plan Street Cross Sections HI-27 M-5 Existing Average Daily Traffic Volumes III-28 III-6A Existing Mid-Block V/C Rations III-32 III-6B Post 2020 Buildout ADT Projections III-40 III-7 Geologic Map of the Palm Desert General Plan Area III-56 III-8 Wind Hazard Zones in the Palm Desert General Plan Area III-59 III-9 Faults in the Palm Desert General Plan Area III-64 HI-10 Liquefaction Susceptibility Map III-65 III-I I Seismically Induced Settlement Susceptibility Map 11I-67 HI-12 Seismically Induced Rock Fall and Landslide Susceptibility Map 11I-68 III-13 Flood Hazards in the Palm Desert General Plan Area HI-80 III-14 Cultural Resources Sensitivity Assessment, North Planning Area 11I-115 III-15 Cultural Resources Sensitivity Assessment, South Planning Area HI-116 III-16 Noise Monitoring Sites III-144 III-17 Bermuda Dunes Airport Noise Contours III-150 V-1 Current General Plan Land Use Map V-5 V-2 More Intense Alternative Land Use Map V-10 V-3 Less Intense Alternative Land Use Map V-15 iv TN/City of Palm Desert Draft General Plan EIR — Table of Contents List of Tables 1-1 Statistical Summary of Land Uses for the General Plan Preferred Alternative I-14 I-2 Statistical Summary For City and Unincorporated Lands I-15 I-3 City of Palm Desert Comprehensive General Plan Proposed Land Use Designations I-17 III-1 Existing General Plan Statistical Land Use Summary III-5 III-2 Preferred Alternative Residential Land Use Buildout Statistical Summary III-2 III-3 Preferred Alternative Commercial Land Use Buildout Statistical Summary III-I2 III-4 Preferred Alternative Industrial Land Use Buildout Statistical Summary III-13 III-5 Preferred Alternative Public/Quasi-Public Buildout Statistical Summary 11I-14 11I-6 Preferred Alternative Open Space Buildout Statistical Summary III-15 III-7 Level of Service Descriptions Mid-Link& Uninterupted Flow III-19 III-8 Level of Service Desciptions Signalized Intersections III-20 III-9 Level of Service Volumes/Capacity Values (ADT) III-20 I11-10 Existing Daily Volumes/Capacity Summary HI-29 I11-11 Peak Hour Intersection Operations Analysis Existing Conditions III-33 III-12 General Plan Roadway Analysis III-37 III-13 Intersection Impact Analysis Current Conditions & Preferred Alternative Post 2020 III-42 III-14 Impacts of Portola Avenue/I-10 Interchange III-45 HI-15 Intersection Mitigation Improvements and Resulting Levels of Service HI-47 III-16 Potential Earthquake Sources for the Palm Desert Planning Area III-61 III-17 Probabilistic Earthquake Accelerations III-62 11I-18 Major Drainage Channels 11I-77 HI-19 Mineral Analysis of Representative Surface Waters HI-89 III-20 General Plan Buildout Water Consumption III-91 HI-21 Sensitive Flora Reported from the Vicinity of Palm Desert III-99 _. 11I-22 Sensitive Invertebrates Reported from the Vicinity of Palm Desert III-100 16 11I-23 Sensitive Fish, Amphibians & Reptiles Reported from the Vicinity of Palm Desert III-101 III-24 Sensitive Birds Reported from the Vicinity of Palm Desert III-102 III-25 Sensitive Mammals Reported from the Vicinity of Palm Desert HI-102 11I-26 State and Federal Ambient Air Quality Standards III-125 III-27 Coachella Valley Air Quality Trends Exceedances of PM10 Standards 11I-127 HI-28 Coachella Valley Air Quality Trends Exceedances of Ozone Standards III-128 III-29 Calculations of Fugitive Dust Potential III-129 III-30 Power Plant Emissions for Residential Development III-130 III-31 Power Plant Emissions for Commercial Development III-131 11I-32 Power Plant Emissions for Industrial Development III-131 .. III-33 Natural Gas Emissions for Residential Development III-132 III-34 Natural Gas Emissions for Commercial Development III-132 HI-35 Natural Gas Emissions for Industrial Development 11I-133 III-36 Preferred Alternative/North District Moving Exhaust Emissions Post 2020 HI-134 III-37 Preferred Alternative/Mid District Moving Exhaust Emissions Post 2020 III-134 III-38 Preferred Alternative/South District Moving Exhaust Emissions Post 2020 III-135 v w TN/City of Palm Desert Draft General Plan EIR Table of Contents do III-39 Preferred Alternative Summary Table Moving Exhaust Emissions Post 2020 III-135 III-40 Anticipated Aggregated Daily Project Related Emissions Associated +r with Buildout of the Proposed General Plan III-136 III-41 Noise Monitoring at Selected Sites III-143 III-42 Existing and Projected General Plan Buildout Noise Contours Adjacent to City Roadways III-147 III-43 Total School Enrollment for Desert Sands Unified School District Facilities III-157 III-44 Total School Enrollment for Palm Springs Unified School District Facilities III-157 III-45 Potential School Enrollment at General Plan Buildout III-158 III-46 General Plan Buildout Water consumption III-173 III-47 Estimated Electricity Usage Rates III-175 III-48 Natural Gas Consumption Factors III-177 III-49 City Age Distribution III-181 III-50 Sphere and Planning Area Age Distribution III-182 III-51 City of Palm Desert Ethnic Characteristics III-182 III-52 Sphere and Planning Area Ethnic Charactieristics III-183 III-53 City Household Income Distribution III-184 III-54 City Employment by Industry III-185 III-55 City Employment by Occupation III-186 III-56 Sphere and Planning Area Employment by Occupation III-186 III-57 City Major Employers III-187 III-58 Employee Distribution by Sector III-187 III-59 1990-2002 Taxable Sales Trends III-188 III-60 City Housing Characteristics III-189 III-61 Sphere and Planning Area Housing Characteristics III-189 III-62 City of Palm Desert Housing Values, Owner Occupied Housing Units III-190 III-63 City of Palm Desert Sales Tax Generating Development at Buildout III-194 III-64 Commercial Sales Generated at Buildout III-194 III-65 General Plan Buildout Cost/Revenue Analysis City Limits Only III-197 III-66 General Plan Buildout Cost/Revenue Analysis Sphere and Planning Area Only III-197 III-67 General Plan Buildout Cost/Revenue Analysis City Limits, Sphere of Influence and Planning Area III-198 III-68 Commercial and Industrial Job Generation at Buildout III-200 III-69 Total Housing Units by Monthly Cost at Buildout III-201 III-70 Representative Apartment Market Rental Rates in Palm Desert III-202 V-1 Current General Plan Land Use Statistical Summary V-6 V-2 Alternative I Land Use Statistical Summary V-11 w V-3 Alternative II Land Use Statistical Summary V-16 V-4 No Project Alternative General Plan Buildout Water Consumption V-25 V-5 More Intense Alternative General Plan Buildout Water Consumption V-26 V-6 Less Intense Alternative General Plan Buildout Water Consumption V-27 V-7 No Project Alternative Anticipated Aggregated Daily Project-Related Emissions V-30 V-8 No Project Alternative/North District Moving Exhaust Emissions V-31 V-9 No Project Altemative/Mid District Moving Exhaust Emissions V-32 V-10 No Project Alternative/South District Moving Exhaust Emissions V-32 V-11 No Project Alternative Summary Table Moving Exhaust Emissions V-32 vi �r TN/City of Palm Desert Draft General Plan EIR Table of Contents V-12 More Intense Alternative Anticipated Aggregated Daily Project-Related Emissions V-33 V-13 More Intense Alternative/North District Moving Exhaust Emissions V-34 4 V-14 More Intense Alternative/Mid District Moving Exhaust Emissions V-34 V-15 More Intense Alternative/South District Moving Exhaust Emissions V-34 V-16 More Intense Alternative Summary Table Moving Exhaust Emissions V-35 di V-17 Less Intense Alternative Anticipated Aggregated Daily Project-Related Emissions V-35 V-18 Less Intense Alternative/North District Moving Exhaust Emissions V-36 V-19 Less Intense Alternative/Mid District Moving Exhaust Emissions V-36 V-20 Less Intense Alternative/South District Moving Exhaust Emissions V-37 V-21 Less Intense Alternative Summary Table Moving Exhaust Emissions V-37 V-22 Existing General Plan Noise Contours V-38 V-23 More Intense Alternative General Plan Noise Contours V-39 V-24 Less Intense Alternative General Plan Noise Contours V-41 V-25 No Project Alternative Potential School Enrollment V-44 V-26 More Intense Alternative Potential School Enrollment V-44 V-27 Less Intense Alternative Potential School Enrollment V-45 V-28 No Project Alternative General Plan Buildout Cost/Revenue Analysis City Limits Only V-49 V-29 No Project Alternative General Plan Buildout Cost/Revenue Analysis Sphere and Planning Area Only V-50 V-30 No Project Alternative General.Plan Buildout Cost/Revenue Analysis City Limits, Sphere of Influence and Planning Area V-50 V-31 More Intense Alternative General Plan Buildout Cost/Revenue Analysis City Limits Only V-51 V-32 More Intense Alternative General Plan Buildout Cost/Revenue Analysis Sphere and Planning Area Only V-52 V-33 More Intense Altemative General Plan Buildout Cost/Revenue Analysis City Limits, Sphere of Influence and Planning Area V-52 V-34 Less Intense Alternative General Plan Buildout Cost/Revenue Analysis City Limits Only V-53 V-35 Less Intense Alternative General Plan Buildout Cost/Revenue Analysis Sphere and Planning Area Only V-54 r V-36 Less Intense Alternative General Plan Buildout Cost/Revenue Analysis City Limits, Sphere of Influence and Planning Area V-54 List of Appendices + Appendix A Initial Study, Notice of Preparation (NOP) and Responses to NOP A-1 Appendix B Biological Report B-1 Appendix C Cultural Resources Technical Report C-1 Appendix D Seismic, Geologic And Flooding Sections of the Technical -` Background Report to the Safety Element of the General Plan D-I 46 Appendix E Noise Element Technical Report E-1 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O I N '� •.0 t`n U c 4 O ° a O 0 o O EO a «t - i.E msO+ a� O C14 ai O U o N � No a3 t TN/City of Palm Desert Draft General Plan EIR Section I—Introduction and Project Description DRAFT ENVIRONMENTAL IMPACT REPORT FOR THE COMPREHENSIVE GENERAL PLAN I. INTRODUCTION AND PROJECT DESCRIPTION A. Lead Agency The City of Palm Desert is the lead agency responsible for the preparation of this Draft Environmental Impact Report. The contact person regarding this report is Philip Drell, Director of Community Development. The City's mailing address is: 73-510 Fred Waring Drive, Palm Desert, California 92260. Telephone (760) 346-0611. B. Introduction This Environmental Impact Report (EIR) has been prepared in conjunction with the preparation of the Comprehensive General Plan for the City of Palm Desert. The EIR is an essential part of the General Plan development process. Under the California Environmental Quality ACT (CEQA), general plans and their amendments are considered "projects" and therefore require thorough assessment in the form of an EIR. This EIR has been prepared to review the environmental constraints and opportunities associated with the adoption and implementation of the proposed Palm Desert Comprehensive General Plan. In addition to assessing impacts associated with the City General Plan and instituting mitigation measures, the EIR is designed to be used as an information database to facilitate the streamlining or tiering of the environmental review process for subsequent projects proposed in the City. This Environmental Impact Report addresses the City, its sphere-of-influence (SOI) and additional planning areas. It incorporates technical data collected over a broad area and analyzes General Plan impacts within this context. The EIR summarizes the major goals and policies of the General Plan, as well as the various land use categories set forth therein. This EIR evaluates a wide range of environmental issues associated with the implementation of the Palm Desert General Plan. These include land use compatibility, traffic and circulation, flooding and drainage, geotechnical and seismic safety, air quality, biological and archaeological resources, and noise impacts. I-I TN/City of Palm Desert Draft General Plan EIR Section I—Introduction and Project Description Other areas of concern include the availability of public services and facilities and the socio-economic impacts associated with General Plan implementation. Section II of this document characterizes the environmental setting of the region and identifies the environmental resources and constraints within which the General Plan study area occurs. Existing regional infrastructure, land use patterns and natural resources are also described in this section. Section III provides a comprehensive evaluation of land uses and resources specific to the City of Palm Desert and the General Plan study area. It discusses potential impacts to the physical environment associated with the adoption of the General Plan land use designations, and policies and programs. This evaluation includes analysis of population, patterns of development, alterations to the physical a i environment, and the availability of public services and facilities. Because some aspects of the General Plan may result in significant environmental impacts, mitigation measures are offered, where appropriate, to reduce these impacts to insignificant levels. The EIR also includes discussions of short-term use and long-term productivity of the affected environment. The irreversible and irretrievable commitment of resources, including water resources, w biological habitat and air quality, are assessed to facilitate long-range planning. Growth inducing and cumulative impacts associated with the adoption of the General Plan land uses are examined. Possible and appropriate alternative projects are also identified, in addition to other mandated CEQA issues. Finally, in Section IX, persons, organizations and documents consulted or referenced are cited. C. CEQA and Other Requirements This Environmental Impact Report has been prepared in accordance with the California Environmental Quality Act (CEQA) Statutes (Public Resources Code Section 2100-21177) and CEQA Guidelines of 2002 (California Code of Regulations Section 15000 et. seq.), as amended. CEQA states that the adoption of a general plan, element thereof, or amendment requires the making of findings concerning the identified significant environmental effects (Title 14, California Code of Regulations section 15088). The EIR findings must be supported by substantial evidence and must explain how significant effects have been or should be mitigated. Section 15080 of the CEQA Guidelines, 2002 requires the preparation of an initial study (see Appendix A). In the event that potentially significant impacts are identified that may result from the "project," an EIR must be prepared. This EIR is intended as an informational and analytical document which provides decision-makers, the general public, and other responsible or interested agencies with an objective assessment of the environmental impacts associated with the No proposed General Plan. The mitigation measures proposed herein are intended to eliminate or reduce to an acceptable level the environmental impacts associated with the General Plan. The final EIR and the mitigation measures set forth herein shall become part of the "project" approval, and an integral part of the General Plan. If, after completion of the Final EIR, the decision-making body No of the City chooses to approve the General Plan without applying any or some of the mitigation measures set forth in the EIR, or in the event of unavoidable significant impacts, then a "Statement of Overriding Considerations" must be prepared, demonstrating that the benefits of the proposed project Mi outweigh the unavoidable significant environmental impacts which may result from implementation of the Plan. J 1-2 �r TN/City of Palm Desert Draft General Plan EIR Section I—Introduction and Project Description In addition to the City departments responsible for review of the Plan, certain local, state, federal and regional agencies will review and comment on this draft EIR. These agencies include, but are not limited 40 to the California Office of Planning and Research, California Department of Fish and Game, Bureau of Land Management, US Fish and Wildlife Service, Southern California Association of Governments (SCAG), South Coast Air Quality Management District (SCAQMD), and utility providers serving the 4" study area. Several other public and quasi-public agencies, and private for-profit and non-profit organizations will also review this document. iw This EIR is meant to serve at a program level. Additional environmental documentation, such as environmental assessments and environmental impact reports, may be required for specific plans, UP subdivisions, use plans and other development applications which may be processed by the City. D. Project Location and Description 6. 1. Project Location 40 The City of Palm Desert is centrally located in the Coachella Valley, in Riverside County, California (See Exhibit I-1). The proposed General Plan study area totals approximately 134 square miles, comprised of incorporated lands, lands within the City's official Sphere-of-Influence (SOI) and ift unincorporated lands contiguous and outside the corporate and sphere-of-influence referred to as the "planning area." io The boundaries of the General Plan study area can be generally described as follows: bounded on the north by the Joshua Tree National Park, and on the south by the San Bernardino National Forest and Santa Rosa and San Jacinto National Monument. The General Plan study area is bounded on the west by iW Rio del Sol (Bob Hope extended) north of I-10, and generally by Monterey Avenue south of I-10 and north of the Whitewater River. Easterly boundaries of the General Plan study area include Adams Street north of I-10, Jefferson Street in the vicinity of the community of Bermuda Dunes, and Washington of Street south of Avenue 42. Also see the General Plan Study Area Map, Exhibit I-3. The City of Palm Desert corporate limits encompass 25± square miles. Substantial portions of the City 6r are already developed, and remaining vacant lands are generally located north of Frank Sinatra Drive and extend north to US Interstate-10. Major planning efforts in portions of this "University Park" area have been completed and development is underway or is imminent (2003). The City's Sphere-of-Influence (SOI) totals another 41± square miles and refers to county managed lands over which the City has an advisory role. The City's official Sphere-of-Influence (SOI) lands occur primarily south of the City limits and include Cahuilla Hills, Royal Canizo and extensive areas of the Santa Rosa Mountains and foothills. The City Sphere also includes the community of Bermuda Dunes, which extends north from Fred Waring Drive to Interstate-10. North of US Interstate-10, City Sphere lands include the Sun City development, lands west of Washington Street and north of Varner Road. Several hundred vacant acres are located in the SOI south of 38' Avenue and north of Varner Road. A limited portion of land located east of Monterey Avenue and between Frank Sinatra and Country Club Drive are within the City's SOI. I-3 TN/City of Palm Desert Draft General Plan EIR Section I-Introduction and Project Description The General Plan Planning Area includes an additional 69± square miles of unincorporated lands contiguous and outside the City's corporate limits and its sphere-of-influence (SOI). The General Plan Planning Area extends north of US Interstate-10 to the foothills of the Little San Bernardino Mountains and the boundary of Joshua Tree National Park. It is generally bounded on the west by Rio del Sol (Bob Hope Dr., extended) and by Adams Street (extended) on the east. In the southeastern portion of this planning area is the community of Thousand Palms, including.Jack Ivey Ranch and Tri-Palms Estates. In the northern portion of the planning area, both north and south of Dillon Road, is the rural community of Sky Valley. The Coachella Preserve for the fringe-toed lizard makes up a major portion of the planning area and extends across the Indio Hills, which are an important geographic feature of this area The incorporated City limits of the City of Palm Desert can be more specifically described as including: portions of Sections 19, 20, 29, 28, 34, 33, 35 and all of Section 32, Township 4 South, Range 6 East; a portion of Section 36, Township 5 South, Range 5 East; portions of Sections 1, 2, 5, 14, 15, 18, 21, 28, and-all of Sections 3, 8, 9, 10, 11, 12, 13, 16, 17, 19, 20, 29, 30, 31, and 32, Township 5 South, Range 6 East; a portion of Sections 6 and 7, Township 5 South, Range 7 East; all of Section 1, Township 6 South, Range 5.East; all of Sections 31, 32 and portions of Sections 5 and 6, Township 6 South, Range 6 East of the San Bernardino Baseline and Meridian. The City's Sphere-of-influence lands include the following: portions of Sections 30, 36 and all of 31, Township 4 South, Range 7 East; all of Sections 25, 26, 35 and a portion of Section 36, Township 5 South, Range 5 East; portions of Sections 1 and 2,Township 5 South, Range 6 East; portions of Sections 6, 7, 8, 9, 16, 17 and 18, Township 5 South, Range 7 East; all of Sections 2, 11, 12, 13, 14, 23, 24, 25, 36 and a portion of Section 26, Township 6 South, Range 5 East; portions of Sections 5, 6, 10, 15, 22, 27, 34, and all of Sections 7, 8, 9, 16, 17, 18, 19, 20, 21, 28, 29, 30, 31, 32, 33, Township 6 South, Range 6 East; a portion of Section 1, Township 7 South, Range 5 East; a portion of Section 2 and all of Sections 3,4, 5, and 6, Township 7 South, Range 6 East of the San Bernardino Baseline and Meridian. The balance of the City General Plan study area lands include the following: a portion of Section 2, Township 2, Range 6 East; portions of Sections 4, 5, 6, 9, 10, 11, 13, 14 and all of Sections 7, 8, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, and 36, Township 3; Range 6 East; portions of Sections 18, 19, and all of Sections 30 and 31, Township 3 South, Range 7 East; all of Sections 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 21, 22, 23, 24, 25, 26, 27, 34, 35 36 and portions of Section 19, 20, 28, 29, Township 4, Range 6 East; all of Sections 6, 7, 18, 19, and portions of Section 30, Township 4 South, Range 7 East of the San Bernardino Baseline and Meridian. Also see Exhibit I-3. 2. Project Description This EIR has been prepared to evaluate the environmental opportunities and constraints associated with the adoption and the implementation of the proposed Palm Desert General Plan. It addresses a wide range of environmental issues concerning the City, its sphere-of-influence, and lands outside the SOI. These include land use compatibility, traffic and circulation, flooding and drainage, geotechnical and seismic safety, air quality, biological and archaeological resources, and noise impacts. Other areas of concern include the availability of public services and facilities and the socio-economic impacts associated with General Plan implementation. Analysis of impacts associated with the proposed General Plan incorporates technical data collected over a broad area: Because some aspects of the General Plan + 1-4 TN/City of Palm Desert Draft General Plan EIR ------- Section I—Introduction and Project Description may result in significant environmental impacts, mitigation measures are offered, where appropriate, to reduce these impacts to insignificant levels. err The EIR summarizes the major goals and policies of the General Plan, as well as the various land use categories set forth therein. This EIR is intended as an informational and analytical document which ,provides decision-makers, the general public, and other responsible or interested agencies with an objective assessment of the environmental impacts associated with the proposed General Plan. In addition to assessing impacts associated with the City General Plan and instituting mitigation measures, the EIR is designed to be used as an information database to facilitate the streamlining or tiering of the environmental review process for subsequent projects proposed in the City. rr The General Plan study area encompasses approximately 25± square miles of incorporated City lands, 41± square miles of sphere-of influence- lands, and 69± square miles of unincorporated lands referred to im as the "planning area." The City Council-appointed General Plan Advisory Committee (GPAC), composed of members representing a broad cross section of the community, held extensive public meetings over the past 18 months to discuss overall and specific goals for the community, and policies and programs to be included in the Comprehensive General Plan. A detailed assessment of current land uses and designations within the City and in the General Plan study area was conducted, and a new set of land use designations was developed for application to the lands within the study area. A final review and approval of the Preferred Land Use Alternative was conducted in April 2003. Modifications to the circulation system were also considered, to address current and projected volumes on major roadways. r r 1-5 do Pacific Ocean No Scale ,Meldeo � 'verside 62 Beaumont •Desert Hot Springs 60 •Corona 11 Palm Springs cad*"Carr Rancho Mirew 5 Palm Desert coacheHa 10 Indian wills LA Quince &yft 10 86 sakm sea 2171912-01M)TER, Exhibit r Palm Desert General Plan L .A TERRA NOVA® Regional Location Map I-1 Planning&Research,Inc. City of Palm Desert r tamm IT SR Al On PIN +�ii!` �`�1`l �s'...I �� I .Yi- �s�/�I�YFL31 5�'�1�[ .;tlC�♦ �„ k S� �tl �`�`�� £ � a 02. a1 S 4 '1RiA�� 1^' �`f�4k3 3 �? M7act re �T1G1.. i^ S x�I�£ l�l� 8� 4�: a '�� a. ■'4l.'s'4`� vita st M-t��� ,� � '�a � '+� L n+sfi%1 �rr� wrri.' wiuSLwlw��.L- ai ��:5s e� y is 41 *n �p t. �_ t Y• � 2 i �.. ; in A 10-w. ' 'k 0t .. Mzll kg A �.� iw � - 11 .! u.h j g l S WON, ft ♦� 4 4 b.+ y RE s kr �'�! •''•".A "'_. 17. s �eK. r r a 1 00 41 ja'r, . ._ a\� t.,' t '4i..'max- _ i` `.,, try"':i4i. _ ',�;. N'T.F?. 1-1�.: r�: •`. 'it LJ 34 35 35 3', 32 33 34 35 38 31 "s2s3 —.------- -------- -------1-------------------I-------------�------ ------L-- M to rim __—__�'y,F{ _ � �♦ .16 'a ?2 I 23 I 14 -- I 20 I i I 1 �23, I 24 I 18 20 ! 21 i^ \ 21 ('J25 I253^ I zs I I i 118, 25` i _3a 29 <-a 34 I 3� I 3S 3?-. ! v-32 ! 33 ! 34 I 138 0- 33 i 4 I 3 I 2 I1/ I 5 5 1 I i0 11 7 5 rig � --- ft�R� m ffTt�� - ?�TT`Iimh tl1 I ip I ! i 1 • 1 RS =, a -) 3B 31 .`3.- '3 �' ! 7, TI(-'K 33 Q'1 �,; •1•i•-a 4 Cl y ice. "t.7,T ?4 35 !Y 38. 33 I _„ 35 1 — - �2 ti a 1 �g' _ 3 2 i 14 i• _ t 12 !'�, I 8 I 3 1i� I �. I 7 I 7 �S it t iL 1 t�13 I I ,. 21 ! 2• ! 23 - ! 28 I _;C� ! 2.3 C Z Ny 3� I_ T :ia I i 3z I .33 I • I o. I .... 13 r r a Im •-T- C7 m W_ '.'ii � 1 • •' U U 5 4 2 •! ! a I o i 4 E'-1 Or 10 12 bn ^O it 12 7 L•W� ,� J • 1 SS lccF_A' al fnfornist Systems I 8 {{ r TN/City of Palm Desert Draft General Plan EIR Section I—Introduction and Project Description Existing Land Use Within the City limits, development mostly occurs on the alluvial plains of the valley floor. Development in the southern City limits is constrained and influenced by the topography of the Santa Rosa Mountains. The current land use pattern in the City is representative of a resort residential community with a strong local and regional commercial development component, and expansive public and private open spaces. The General Plan study area consists of a total of 86,198± acres. Of these, approximately 16,064± acres are in the City limits and 70,134± acres are in the City's Sphere-of-Influence (SOI) and unincorporated lands outside the sphere-of-influence referred to as the "planning area." Currently, about 22.6 % (19,503 acres) of the General Plan study area is developed. Of this, residential land use represents about 75.7% (14,773 acres) of developed lands, and is dominated by low density, single-family dwelling units in the City limits and in the balance of the General Plan study area. Of the City's total housing (30,514 units), approximately 73.8% (22,512 units) are attached and detached single-family units, 21.9% (6,686 units) are multi-family units, and the remaining 4.3% (1,316 units) are mobile homes. Commercial lands in the General Plan study area are typified by various types of retail services, including neighborhood and community-scale retail, tourist commercial, professional office and mixed- use commercial facilities. Commercial land uses represent 2.8% (2,458± acres) of all the lands in the General Plan study area. Lands designated as Industrial comprise approximately 1.9% (1,642± acres) of the total study area and include light industrial activities and service oriented businesses. Open space lands in the study area represent about 60.6% (52,248± acres) of all lands in the City, Sphere-of- Influence and the Planning Area, which includes lands reserved for parks, conservation, conservation habitat, watercourse/flood control facilities, rural open space and mineral resources. Public facilities, schools and other major community facilities comprise 1.4% (1,184±acres) of the land uses in the General Plan study area. Surrounding Land Uses iiN A number of jurisdictions surround the General Plan study area. The City is bordered by the City of Rancho Mirage to the west, and limited lands under the jurisdiction of the City of Palm Springs occur in the southwest portion of the General Plan study area. Lands under the jurisdiction of the Riverside 0 County occur north, south, east and west of the General Plan study area, while lands to the east of the General Plan study area are also under the jurisdiction of the cities of Indian Wells,Indio and La Quinta. The General Plan study area is bordered on the north by the Colorado River Aqueduct and lands that occur within the Joshua Tree National Park. Lands to the east of the study area and north of the Interstate-10 freeway are under the jurisdiction of the County of Riverside and the City of Indio. Surrounding land uses under the jurisdiction of the County of Riverside include Open Space- Rural and Conservation Habitat, Rural Desert (<0.1 du/ac), with limited areas designated as Rural Mountainous (<0.1 du/ac), Medium Density (5-8 du/ac) and Open Space- Water. South of I-10 and east of Jefferson Street are lands designated as Business Park under the City of Indio General Plan. Surrounding land uses occurring within the City of Indian Wells comprise of Very Low Density (1.0-3.0 du/ac), Watercourse representing the Whitewater River and Deep Canyon Stormwater I-9 TN/City of Palm Desert Draft General Plan EIR Section I—Introduction and Project Description 1lE facility) and Golf and Recreation. Additional land uses, include Low Density (3.1-4.5 du/ac), Medium High Density (7.1-12.0 du/ac), Community Commercial and Public Facilities. Lands occurring east of Washington Avenue are designated as follows in the City of La Quinta General Plan: High Density (up to 16 du/ac), Office and Community Commercial. All of the lands bordering the eastern boundary of the General Plan's Sphere-of-Influence are designated Open Space-Conservation Habitat under the County of Riverside General Plan. f; Current land uses south of the study area are limited to large expanses of open space and very limited residential development. Lands under the jurisdiction of the County of Riverside are designated Open Space-Conservation Habitat with some lands assigned to Rural Residential (<0.2 du/ac). Lands immediately west of the General Plan study area and north of the I-10 Freeway are under the jurisdiction of Riverside County, with the exception of Section 12, Township 4 South, Range 5 East, ad which is under tribal authority. The County lands mentioned above are designated as Open Space and consists of limited areas for community development including High Density (14-20 du/acre), Medium High Density (8-14 du/ac), Rural Residential (<0.2 du/ac) and Light Industrial. Lands south of the I-10 r freeway and in general west of Monterey Avenue are under the jurisdiction of City of Rancho Mirage and represent mixed uses. Surrounding land uses vary widely, ranging from retail commercial and associated uses to the west along Monterey Avenue, to open space and very low density residential di development associated with golf course resort residential and hillside development. Majority of these lands are designated for residential development, which includes High Density (9 du/acre), Medium Density (5 du/ac), Low Density (ranging from 2 to 3 du/acre) and Residential Estate (1 du/ac). Other adjacent land uses under the City of Rancho Mirage jurisdiction include Light industrial, Community and Neighborhood Commercial, Office and Mixed Use (Commercial/Office/Residential). Institutional designations representing an existing private school and a utility substation are located on Clancy Lane and Monterey Avenue. Limited development along the foothills of the Santa Rosa Mountains is designated as Hillside Reserve (1 du/640 acres) while Section 24 in the Santa Rosa Mountains is assigned the Open Space-Mountain Reserve designation. Majority of the lands west of the City's vi Sphere-of-Influence occur within the Santa Rosa Mountains, under the supervision of the County of Riverside. These lands are designated as Open Space with a limited portion designated as Rural Residential (<.02 du/ac). Section 15, Township 6 South, Range 5 East is under the jurisdiction of the City Palm Springs and occurs within the boundaries of the City's Palm Hills Specific Plan PH-3.' E. Draft General Plan Goals and Policies The General Plan is designed to provide City officials and the general public with information necessary to make informed decisions. Both the EIR and General Plan serve as the bases for subsequent planning activities, including the preparation of special environmental and planning studies. The following goals and policies set forth the basic parameters for the General Plan. ' "City of Palm Springs General Plan,Land Use map,"prepared by Smith,Peroni&Fox.Adopted March 3, 1993. I-10 TN/City of Palm Desert Draft General Plan EIR Section I—Introduction and Project Description GENERAL LAND USE GOALS, POLICIES AND PROGRAMS GOAL 1 A City that provides a balanced and functional mix of integrated land uses meeting the general social low and economic needs of the community through logical, compatible and consistent land use and zoning designations. i"" GOAL 2 A diverse resort residential community of desirable residential neighborhoods and resorts, full go commercial services, and institutional uses that complement the employment base and provide a variety of community services and facilities. GOAL 3 rrr An appropriate mix of commercial, resort and other revenue-generating land uses that will continue to fund a high level of community development activities, services and facilities in the City. Policy 1 The City shall establish and maintain a thoughtful, balanced and functional master land use map designating the appropriate land uses that implement the goals and policies of the Land Use Element and other elements of the General Plan. Policy 2 The City Zoning Ordinance shall directly correspond to the General Plan land use designations and shall include appropriate zoning regulations that implement the Land Use Element. „ Program 2 A The City shall adopt, maintain and update a Zoning Ordinance and designations that directly correspond to designations set forth in the Land Use Element, and which guide and regulate development consistent IN with the General Plan. Responsible Agency: City Council, Planning Commission, Community Development Department. Schedule: 2003-2004; Revise as needed. io Policy 3 The City shall integrate land use analysis and planning with economic and fiscal analysis as an essential part of development of a master strategic plan for economic development. Policy 4 Every opportunity shall be exploited to enhance the character and viability of the City's commercial areas, including Highway 111, El Paseo, the University Park Village planning area and the Interstate-10 corridor, by integrating nearby higher density residential uses with retail and office/business park land uses. I-11 rni . TN/City of Palm Desert Draft General Plan EIR Section I—Introduction and Project Description Program 4 A The City shall incorporate land use and development standards into the Zoning Ordinance that permit and encourage the appropriate integration of residential uses into mix-use commercial land use areas and zoning districts. Responsible Agency: Community Development Department; Planning Commission; City Council Schedule: 2000-2001 Program 4 B The City shall prepare a Specific Plan for the University Park Village planning area, which substantially conforms to the general Plan and Land Use Map, and which optimizes policies and programs set forth in the Land Use, Community Design and Economic and Fiscal Elements. Responsible Agency: Community Development Department; Planning Commission; City Council Schedule: 2003-2004 ,. Policy 5 The City shall consistently apply principles of land use compatibility in its determination of land use designations and appropriateness, optimizing the ability of proposed development to complement adjoining planned and existing land uses. Policy 6 All land use development proposals shall be consistent with all applicable land use policies and standards contained in the General Plan and findings of consistency shall be cited in appropriate ordinances and resolutions. Policy 7 Thoughtful and effective in-fill development shall be encouraged by developing and updating neighborhood Specific Plans and by prioritizing capital improvements in the developed areas of the City. Program 7 A The City shall review and report on the state and efficacy of existing Specific Plans, set forth recommendations for their updating or retirement, and make recommendations for new Specific Plans that will facilitate achieving the City's General Plan goals. Responsible Agency: Community Development Department; Public Works Department, City Council Schedule: 2003; Every Three Years Thereafter Program 7 B The Cit 's capital improvement program shall assign high priority to projects serving the City's developed and developing areas, and shall especially focus on those in-fill areas where new development or renovation can be facilitated and enhanced. Responsible Agency: Public Works Department; Community Development Department Schedule: Annually I-12 TN/City of Palm Desert Draft General Plan EIR Section I—Introduction and Project Description 40 Program 7 C The City shall make available maps and other information showing the location of all available infrastructure and shall encourage development in those areas where infrastructure is under-utilized. Responsible Agency: Public Works and Community Development Departments; RDA; City Council. Schedule: Continuous �®r Statistical Summary: General Plan Land Use The General Plan study area and associated environmental analysis address approximately 86,198± acres, consisting of 16,064± acres of incorporated City lands, 70,135± acres of lands within the City's Sphere-of-Influence and other planning area lands. The General Plan land use maps contained within this document delineate various land use scenarios with different development types and intensities. The Preferred Alternative land use scenario represents the recommended project alternative, and is addressed in the main body of the EIR. A Preferred Alternative land use map has been prepared, and statistical summaries for this alternative are presented below in Tables I-1 and I-2. Table I-3 identifies the preferred land use designations and defines appropriate development types for each category. Three other land use alternatives, including implementation of the current General Plan (No Project Alternative), a somewhat more intense land use plan, and a less intensive land use plan, are analyzed in Ow Section V. 40 10 yr err - I-13 rim ,`Ulu ^t3 TN/City of Palm Desert Draft General Plan EIR Section I-Introduction and Project Description Table I-1 Statistical Summary of Land Uses General Plan Preferred Alternative City of Palm Desert Sphere/Planning Area Land Use Category Acres % Acres % R-ME Mountain Estates (0-1 du/20 ac) - - - - R-HR Residential Hillside Reserve (0-1 du/5 ac) 589 3.7% 10,903 15.5% R-DE Desert Estates (0-1 du/10 ac) - - 11,380 16.2% R-L Low Density Residential (0-4 du/ac) 8,645 53.8% 6,053 8.6% R-M Medium Density Residential (4-10 du/ac) 1,636 10.2% 409 0.6% R-NM Residential Mobilehome (6-10 du/ac) - - - - R-H High Density Residential (10-22 du/ac) 530 3.3% 1,221 1 7% 16 Residential Subtotal 11,399 71.0% 29,966 42.7% C-C Community Commercial 151 0.9% 24 - C-G General Commercial 344 2.1% 639 0.9% C-N Neighborhood Commercial 11 0.1% - - C-OP Office Professional 170 1.1% - - C-R Regional Commercial 471 2.9% - - C-RS Resort Commercial 329 2.0% - - Commercial Subtotal 1,476 9.2% 663 0.9% B-P Business Park 555 3.5% 194 0.3% I-L Light Industrial - - 1,100 1.6% Industrial Subtotal 555 3.5% 1,295 1.8% t OS/FW Floodways 251 1.6% 76 0.1% Vi OS/PP Public Parks 795 4.9% - - OS/PR Public Reserve 551 3.4% 37,110 52.9% OS/PV Private Open Space 263 1.6% 575 0.8% P/CC Civic Center 40 0.2% - - P/S Schools 481 3.0% - - PF Public, Quasi-Public Facilities 254 1.6% 58 0.1% FWY Freeway - - 392 0.6% Total Other Land Uses 2,634 16.4% 38,211 54.5% Total Acres 16,064 100% 70,135 100% ed I-14 4 o TN/City of Palm Desert Draft General Plan EIR Section I-Introduction and Project Description ar Table I-2 Preferred Alternative General Plan Statistical Land Use Summary.for City & Unincorporated Lands SOI & SOI& SOI& Iwo City/SOI City/SOI& City/SOI& City PA City PA City PA &PA Dev. PA Vacant PA Total Existing Existing Potential Potential Buildout Buildout Land Use Designation Acres Acres Acres Units Units Units' Units' Units Units arr R-DE Desert Estates (0-1 du/10ac) 441 411,340 411,380 - 850 R-HR Residential im Hillside Reserve(0-1 du/5 ac) 109/1,572 480/9,331 589/10,903 22,512* 6,071* 72 1,400 24,905 14,261 R-L Low Density Residential(0-4 du/ac) 7,871/4,073 774/1,980 8,645/6,053 2,321 5,940 VA R-M Medium Density Residential(4-10 du/ac) 1,303/147 333/262 1,636/409 8,002** 9,081** 2,498 1,968 14,220 25,907 w R-H High Density Residential(10-22 du/ac) 304/320 225/901 530/1,221 3,721 14,858 Err Residential Total 9,587/6,153 1,812/23,813 11,399/29,966 30,514 15,152 8,612 25,016 39,125 40,168 SOI & SOI & City/SOI City/SOI & City/SOI & City PA City PA SOI & &PA Dev. PA Vacant PA Total Existing Existing Future Future CityTotal PA Total tw Land Use Desi nation Acres Acres Acres S .Ft? S .Ft z S .Ft.Z S .Ft? S .Ft? S .Ft.' C-C Community Commercial 64/20 88/4 151/24 611,039 194,539 839,522 34,500 1,450,561 229,038 aw C-G General Commercial 227/143 117/496 344/639 2,172,800 1,369,439 1,120,402 4,756,142 3,293,202 6,125,581 C-N Neighborhood ow Commercial -/- 11/ 11/- - - 101,492 - 101,492 - C-OP Office Professional 116/- 54/- 170/- 1,109,477 - 520,423 - 1,629,900 - C-R Regional Commercial 268/- 203/- 471/- 2,566,629 - 1,946,584 - 4,513,213 - C-RS Resort Commercial 211/- 119/- 329/-2,017,302 - 1,137,946 - 3,155,248 - Commercial Total 885/163 591/500 1,476/663 8,477,248 1,563,978 5,666,368 4,790,642 14,143,616 6,354,620 wn stir aw I-15 TN/City of Palm Desert Draft General Plan EIR Section I—Introduction and Project Description 1 Table I-2, Continued Preferred Alternative General Plan Statistical Land Use Summary for City & Unincorporated Lands City/SOI City/SOI SOI& &PA &PA City/SOI & City PA City SOI &PA SOI &PA Land Use Dev. Vacant PA Total Existing Existing Future Future CityTotal Total Sq. Designation Acres Acres Acres Sq.Ft 2 Sq.Ft.' Sq.Ft 2 Sq.Ft 2 Sq.Ft 2 Ft 2 B-P Business Park 243/21 313/173 555/194 3,594,339 313,980 4,628,374 2,562,199 8,222,713 2,876,180 I-L Light Industrial 4443 4658 -/1,100 - 6,555,083 - 9,742,281 - 16,297,364 Industrial Total 243/464 313/831 55511,295 3,594,339 6,869,064 4,628,374 12,304,480 8,222,713 19,173,544 OS/FW Floodways 214/9 37/67 251/76 OS/PP Public Parks 501/- 294/- 795/- OS/PR Public Reserve 7/166 544/36,944 551/37,110 OS/PV Private Open Space 263/13 4563 263/575 Open Space Total 984/187 875/37,574 1,860/37,761 P/CC Civic Center 40/- -1- 40/- P/S Schools 206/- 275/- 481/- PF Public,Quasi- Public Facilities 213/42 41/16 254/58 FWY Freeway 4337 -155 4392 Public/Quasi Public Total 459/379 316/71 775/450 12,157/ 3,906/ 16,064/ Total Acres 7,346 62,789 70,135 * Includes attached and detached single-family housing units. ** Includes multi-family housing units from two to fifty-plus and mobilehomes. ' Assumes 75%of the total number of units possible,at maximum permitted density. 2 Assumes 22%lot coverage for commercial development,and 34%lot coverage for industrial development I-16 r TN/City of Palm Desert Draft General Plan EIR Section I—Introduction and Project Description Table I-3 City of Palm Desert Comprehensive General Plan Proposed Land Use Designations Land Use Designation (Density) Purpose of Land Use RESIDENTIAL (R-DE) Desert Estates (0-1 du/10 ac) This designation provides for single-family residential development on lots a minimum of ten r acres. The Desert Estate land use provides a development density intermediate between more typical open space/conservation lands and low + residential densities, providing lots sufficient for rural and estate lifestyle yet with room to limit site and environmental impacts. This designation applies primarily to lands in the Sky Valley area. (R-ME) Mountain Estates (0-1 du/20 ac) This designation provides for single-family residential development on lots 20 acres or greater in size. The Mountain Estates designation recognizes the added constraints of steep terrain on r site development and extension of access and services. It provides an intermediate step in development density between open space/conservation lands and low residential densities, providing lots sufficient for rural and estate lifestyle, while limiting site and environmental impacts. (R-HR) Residential Hillside Reserve (0-1 du/5 ac)The Residential Hillside Reserve designation serves to provide an intermediate development density for lands located on sloping terrain primarily within the foothills of the Santa Rosa Mountains. The r designation permits the development of one single family home on lots of not less than five acres. The intent is to provide reasonable development rr opportunities while protecting natural and scenic resources. AN (R-L) Low Density Residential (0-4 du/ac) This low density designation provides for single- family residential development. These lands serve to buffer more dense residential development from go estate residential uses, and may be appropriate in areas with some site constraints. O I-17 60 TN/City of Palm Desert Draft General Plan EIR Section I—Introduction and Project Description The R-L designation typically provides for low density single-family subdivisions and Planned Residential Developments (PRDs), which may include golf course-oriented resort developments. It serves to transition between lowest residential densities and more moderate densities described below. Planned Residential Developments (PRDs) are master planned communities, which consolidate Y areas for structures, common open space and recreation areas, and integrate access and private internal roadways. PRDs permit the transfer of densities from open space/recreation areas, thus preserving open space and possibly allowing development to maximize allowable densities. The purpose of PRDs is to promote planned residential development and amenities beyond those expected under conventional development. It is also meant to provide greater flexibility in design, varying ranges in densities, and encourage well- planned neighborhoods through creative and imaginative planning. It also provides for an appropriate mix of housing types, which are unique in their physical characteristics to warrant special methods of residential development. A full range of residential development is permitted in PRDs. 1W (R-M) Medium Density Residential (4-10 du/ac) Appropriate residential development under this designation includes single family and PRDs with shared open space, recreation and other amenities. Condominiums, garden apartments and affordable housing may also be appropriate for these lands. The intent of this designation is to encourage development of a wide variety of dwelling unit types at moderate densities, including small lot single-family subdivisions responsive to architectural and open space needs. (R-MH) Residential Mobilehome (6-10 du/ac) The Residential Mobilehome land use designation is assigned to existing mobilehome parks and subdivisions, and also provides for new mobilehome developments on thoughtfully considered lands. Mobilehome development, where g for lease or subdivision, shall be considered +i I-18 11i v. TN/City of Palm Desert Draft General Plan EIR Section I—Introduction and Project Description discretionary and require Conditional Use Permit (CUP) approval. Projects developed under this designation should be integrated and planned developments within a minimum planning area of 66 five (5) acres, although larger sites are frequently preferable. Wo (R-H) High Density Residential (10-22 du/ac) This designation allows for the greatest diversity of residential development, including attached single and multi-family dwellings. This designation is e most suitable for planned communities, and for affordable and senior housing, where smaller units and higher densities may be appropriate. Duplex yl„ and multiplex development is most common and provides for PRD's with a varied range of residential types, including apartments and r+ condominiums. Mobilehome parks or subdivisions with PRD type development may also allowed with the approval of a Conditional Use Permit. Density bonuses of up to 25 percent may be available, on a case-by-case basis, for approved affordable housing projects. COMMERCIAL (C-G) General Commercial The General Commercial designation is assigned to a wide variety of smaller commercial centers, specialty retail shops, a broad range of clothing and apparel, jewelry stores and a variety of personal service businesses. Office development is also permitted as a secondary use. Development may range from freestanding retail buildings, offices and restaurants, to planned commercial centers. Hotels and motels may also be appropriate on these lands. Mixed use development with professional office and residential may also be permitted through approval of an integrated master plan. (C-N)Neighborhood Commercial The Neighborhood Commercial designation provides for neighborhood-scale shopping centers located near residential areas to provide convenient vehicular but also pedestrian and bicycle access. These developments are typically anchored by smaller grocery and convenience stores. A wide range of other uses, including banking, I-I9 sir TN/City of Palm Desert Draft General Plan EIR Section I—Introduction and Project Description barbers/beauty salons, dry cleaners, restaurants, service businesses, offices and other related activities are commonly found in these planned centers. Neighborhood commercial planning areas typically range in size from 2 to 8 acres, providing approximately 20,000 to 80,000 square feet of gross leasable floor area. Mixed use development with professional office and residential may also be permitted through approval of an integrated master plan. (C-C) Community Commercial The Community Commercial designation provide services for a substantial portion of the community, with shopping centers typically located on major streets but within convenient driving distance to residential areas. These developments are typically anchored by supermarkets and superdrug stores. A , wide range of other uses, including financial and professional offices, personal care business, restaurants, service station and other community- 46 serving services are commonly found in these planned centers. Community commercial planning areas typically range in size from 5 to 15 acres, providing approximately 50,000 to 150,000 square feet of gross leasable floor area. Mixed use development with professional office and ■ residential may also be permitted through approval of an integrated master plan. (C-RS) Regional Commercial The Regional Commercial designation provides for larger scale, integrated shopping centers and malls, which may be anchored by several department stores or other large-scale anchors, including "big- box" retailers, a variety of retail outlets, and restaurant and entertainment uses. Hotels and motels may also be appropriate on these lands. Office development may also be an integral part of these developments. Typical sizes range between 200,000 and 800,000 square feet or more of gross leasable floor area. This type of development can also be facilitated through the preparation of a Specific Plan. Mixed use development with professional office and residential may also be permitted through approval of such an integrated master plan. I-20 TN/City of Palm Desert Draft General Plan EIR Section I—Introduction and Project Description (C-OP) Office Professional The Office Professional designation is assigned to lands that provide comparative advantages for office development, with use characteristics that enhance compatibility with residential and other sensitive land uses. Professional office lands serve as effective buffer or transitional uses between commercial and residential neighborhoods, and provides convenient professional services to surrounding residents and businesses. Office use is appropriate along arterial roadways, integrated with commercial development, and as stand-alone business parks. Adjoining office-serving parking may also be developed on adjacent residential lands, consistent with thoughtful design practices. Mixed use development with professional office and residential may also be permitted through approval of an integrated master plan. (C-R) Resort Commercial The Resort Commercial designation is assigned to lands planned for or already developed as resort uses, including hotels and associated uses, timeshare projects, and associated recreation and open space amenities, including golf courses, tennis courts, and pools and spas. These lands uses are geared to the visiting tourist public and also provide important venues for community meetings and events. Mixed use development with professional office and residential may also be permitted through approval of an integrated master plan. INDUSTRIAL (B-P) Business Park The Business Park designation provides for a flexible mix of office, service commercial, wholesaling and light manufacturing uses ranging from professional and medical offices to copy and printing shops, business and office supply stores, and paint and tile and cabinet shops, and similar uses. Limited retail sales, including restaurants, geared primarily toward park businesses may also be appropriate. Mixed use development with professional office and residential may also be permitted through approval of an integrated master plan. 1-21 irr. h TN/City of Palm Desert Draft General Plan EIR Section I—Introduction and Project Description (I-L) Light Industrial The Light Industrial designation provides for a variety of light industrial uses operating primarily in enclosed buildings, and those requiring limited and screenable outdoor storage. Examples include clean manufacturing operations, warehousing and distribution facilities, mini-warehouse storage, and a variety of light manufacturing businesses. Siting industrial lands in close proximity to major regional highways is also desirable. Preferred development includes master planned industrial parks with integrated access and internal circulation. INSTITUTIONAL SERVICES AND FACILITIES , (P)Public/Quasi-Public As noted in this element and on the Land Use Map, the Public/Quasi-Public designation is assigned to City Hall and the Civic Center, other City and governmental offices, libraries, schools, hospitals, floodways, police and fire stations, utility substations, as well as other public/quasi-public administrative offices. Institutional Symbols (P/CC) Civic Center (P/FS)Fire Station Fire Station (P/PS) Police Station Police Station (P/H) Hospital/Medical Hospitals and similar in/out-patient medical services. Also may be assigned to convalescent and skilled nursing facilities. (P/S) Designates educational facilities such as day care, elementary, intermediate, high schools, special schools and technical schools, and colleges and universities. (P/L) Libraries (P/PO) Post Offices (P/Ti) Utility Substation- designates electric, gas, telephone, water and other similar facilities. 1-22 a TN/City of Palm Desert Draft General Plan EIR Section I—Introduction and Project Description Open Space OS S ( ) Open P Space The OS designation is assigned to those lands determined to be a special, important or valuable natural resource that warrants protection. The designation is assigned to such lands as parks, which carry a designation of (OS/PP); golf courses are defined as private open space with a designation of OS/PV. Mountainous and desert areas under public or quasi- public ownership are assigned the designation of Public Reserve (OS/PR). The designation allows the discretionary approval of trails, trailheads and associated facilities, but does not allow vehicular access. The Open Space designation may also be used to define special resource areas or those that may pose threats or hazards to development. Lands important for their recreational, biological, or regional economic value may also be assigned an open space designation. Examples of resource lands and hazards include ground rupture or liquefaction hazard areas, detention and retention basins, trails, estuaries and large habitat areas for sensitive biological resources. (OS/PP) Public Parks (OS/PR) Public Reserve Open Space �r (OS/PV) Private Open Space (OS/FW) _ Floodways W I-23 �r TN/City of Palm Desert Draft General Plan EIR zx Section I—Introduction and Project Description Residential Land Uses The Preferred Alternative includes amendments to land use designations and densities, and provides 41 approximately 41,364± acres for residential development. In comparison with the current General Plan, which provides 28,667±acres for residential development, the Preferred Alternative represents a 44.2% increase or about 12,697± acres more than the current General Plan. In order to estimate future buildout units in the General Plan study area, it has been presumed that residential development will occur at 75% of the maximum densities permitted. Under the Preferred Alternative, there are about 25,625± acres of vacant residential lands in the General Plan study area. At 75% of the maximum densities permitted, the lands could accommodate an additional 33,627± dwelling units. This figure represents 8,612±new units in the City, and 25,016±new units in the planning area. xi Buildout of the General Plan study area is anticipated to generate approximately a total of 79,294 dwelling units, including existing and potential units. The current General Plan estimates approximately 65,018 dwelling units during Plan buildout. Therefore, the proposed General Plan will result in an increase of about 14,276 dwelling units or about 21.9% over the number of units provided under the current General Plan. Again, this is primarily due to added lands in the City's SOI and Planning Area, not increases in density or changes in land use pattern. AA Commercial Land Uses The proposed General Plan includes changes to several commercial land use designations. The Current Mi General Plan designates 2,458± acres for commercial development in the study area. The Preferred Alternative proposes a total of 2,139± acres, which represents a decrease of about 319 acres, or 12.9% fewer acres than the current General Plan. Commercial land uses occur in key locations within the City's roadway network, such as Highway I11, the El Paseo corridor and lands along north and south of the U.S. Interstate-10 freeway. Ali Industrial Land Uses The Current General Plan provides 1,642± acres for industrial development, while the Preferred Alternative provides 1,850± acres for the same designation. The Preferred Alternative increases the total amount of industrial land uses by 208± acres or 12.6% more than the current General Plan. Under the Preferred Alternative, industrial land uses occur primarily north and south of the Interstate-10 freeway and areas immediately east of Rio del Sol (Bob Hope extended). Business park development has occurred within the City's "industrial" area east and west of Cook Street, and by the Whitewater River on the south and Hovley Lane on the north. The Preferred Alternative makes no provision for the development of"heavy"industries in the General Plan study area. Open Space Land Uses Open space land use designations represent lands that are preserved for outdoor recreation, including parks and golf courses, floodways and watercourses, and areas with outstanding scenic, biological, historical and cultural value. Under the current General Plan, approximately 52,248 acres are designated for Open Space land uses. The Preferred Alternative provides a total of 39,621 ± acres, which represents a decrease of 12,627 ± acres or 24% less than the current General Plan. Lands designated as OS-RUR, with a density of ldu/40 acres, in the current General Plan were converted to Desert Estates residential designation. The Desert Estates land use designation increased residential development in these areas to 1 du/10 acres. I-24 rli TN/City of Palm Desert Draft General Plan EIR Section I—Introduction and Project Description Most of the lands within the City's Sphere-of Influence and Planning Area are designated open space. The City's Planning Area includes vast acres of land located within the boundaries of the Coachella V,illc5, 1' escrve and the Willow Hole/Edom Hill Preserve. The City's sphere-of-influence includes lands in the Santa Rosa Mountains. In October 2000, the U.S. Congress and the President established the San Jacinto and Santa Rosa Mountains National Monument. The U.S. Secretary of Agriculture and the Secretary of Interior have developed a management plan for the protection and conservation of federal lands within the National Monument. Public/Quasi Public Land Uses Other land use designations pertain to lands allotted for community and public/quasi public facilities. Thes,: lands can accommodate a wide range of public service facilities, including civic centers, schools, police tnd fire stations, hospitals, utility substations and freeways. Under the current General Plan, approximately 1,184± acres are designated for the land uses mentioned above. The Preferred Alternative Plan assigns 1,225± acres as Public/Quasi Public land uses. This number represents 3.4% (41± acres) more than the current General Plan. i �r �r w I-25 TN/City of Palm Desert Draft General Plan EIR Section II—Regional Environmental Setting CEU7 OO 1 ITIPAL4M IDJEORR JS DRAFT ENVIRONMENTAL IMPACT REPORT FOR THE COMPREHENSIVE GENERAL PLAN -II. REGIONAL ENVIRONMENTAL SETTING Introduction This section of the EIR provides a general introduction to the environmental setting of the Coachella Valley, of which Palm Desert is a part. Discussions are based on a regional perspective to provide a broad and comprehensive understanding of the issues associated with implementation of the proposed General Plan. Topics discussed include existing and surrounding land use patterns in Palm Desert and the vicinity, regional climate, topography, soils and geology, and biological resources. Also addressed are air quality issues, cultural resources, traffic and circulation, visual resources, and public services and facilities. The City of Palm Desert conducted an Initial Study in accordance with Section 15063, 15064, and 15065 of the California Environmental Quality Act (CEQA) Guidelines (see Appendix A). Issues identified as potentially significant in the Initial Study are analyzed in detail in Section III of this document. A Notice of Preparation (NOP) for this EIR was transmitted on May 19, 2003 and comments received are included in Appendix A of this document. A. Existing Land Use The City of Palm Desert is located in the central portion of the Coachella Valley, in Riverside County, California. The current land use pattern in the City of Palm Desert is representative of a resort residential community with a strong local and regional commercial development component, and expansive public and private open space areas. Land use designations in the unincorporated portions of the General Plan study area established by Riverside County are consistent with service and geographic constraints and opportunities, with open space and very low density residential uses in the Santa Rosa Mountains and rural and open space designations in Sky Valley and surrounding existing conservation areas such as the - Coachella Valley Preserve and the Santa Rosa Mountains National Monument. County land use designations in the community of Thousand Palms are consistent with accessibility, public services and facilities, and existing industrial,commercial and residential development patterns. II-1 TN/City of Palm Desert 17 Draft General Plan EIR Section Il—Regional Environmental Setting Residential lands represent the largest land use category in the Palm Desert General Plan study area. The majority of the General Plan study area's existing residential development is primarily low density detached and attached single-family dwellings within subdivisions and country club developments. Residential land uses represent about 72% (11,550± acres) of all land uses within the City limits, and about 33% (28,667± acres) of the land uses in the entire General Plan study area. Furthermore, approximately 77% (8,874± acres) of all residential lands in the City have densities that allow 4 units to the acre or less. Medium and high density residential land uses in the entire General Plan study area total 4,547± acres, which is about 40% of all residential lands and approximately 5% of all land uses. Commercial lands include a wide array of retail and other commercial services, ranging from offices to regional commercial facilities. Commercial lands encompass about 2.8% (2,458± acres) of all land uses in the General Plan study area. Of this figure, approximately 14% (2,197± acres) occur within the City limits. Industrial land uses consist of industrial services and light industry. Approximately 1,642 acres are assigned industrial designations within the General Plan study area, mostly occurring north of the U.S. Interstate-10 freeway. This represents about 1.9% of all lands in the Plan study area. The proposed Palm Desert General Plan makes no provision for the development of heavy industries in the General Plan study area. Public and quasi-public lands total 1,184 ± acres, or 1.3% of the General Plan study area lands. Open space land use designations encompass 52,248± acres or 60.6% of all lands in the General Plan study area. B. Surrounding Land Uses A number of jurisdictions surround the General Plan study area, including the City of Rancho Mirage to the west, and a limited area under the jurisdiction of the City of Palm Springs in the southwestern portion of the General Plan study area. Lands under the jurisdiction of Riverside County occur north, south, east and west of the entire General Plan study area, while lands to the east of the General Plan study area are also under the jurisdiction of the cities of Indian Wells, Indio and La Quinta. Surrounding land uses vary widely, ranging from retail commercial and associated uses to the east and west along major arterials, to open space and very low density residential development associated with golf course resort residential and hillside development. The predominant mix of land uses to the east and west of the City corporate limits are resort residential, commercial and professional office, as well as institutional uses. Current land uses south of the General Plan study area are limited to large expanses of a open space and very limited residential development. Lands to the north occur within the Joshua Tree National Park. The General Plan study area is bordered on the north by the Colorado River Aqueduct and lands that occur within the Joshua Tree National Park. Lands to the east of the General Plan study area are under the jurisdiction of Riverside County and are designated according to the proposed land use designations in the Riverside County Draft General Plan Program EIR (August, 2002). County lands occurring north and south of Dillon Road are mostly 1 H-2 rrr TN/City of Palm Desert Draft General Plan EIR I NO Section II—Regional Environmental Setting designated as Open Space-Conservation and Open Space-Rural (1 du/40 ac), with limited lands. designated as Rural Desert (<0.1 du/ac). Lands in Section 29, east of the Sun City residential `" development are designated as Open Space-Water, Medium Density residential (5-8 du/ac), Open Space-Recreation, Commercial Retail, and Rural Mountainous (<O.1 du/ac). The County designate lands located north of Fred Waring Drive, east of Bermuda Country Club and west of Jefferson Avenue as Low Density (2-5 du/ac). In the southern portion of the General Plan study area, large amounts of County lands occurring within the Santa Rosa Mountains and adjoining the eastern boundaries of the City's SOI are designated as OS-Conservation Habitat. Lands under the jurisdiction of the City of Indio also occur east of the General Plan study area. These lands, located north of Avenue 38, immediately east of Del Webb Sun City, are designated as Specific Plan 231, Open Space, and Equestrian Estates (2 du/ac). Lands south of 38"' Avenue and north of 40' Avenue are assigned the Equestrian Estates (2 du/ac) and Country Estates (3-5 du/ac) land use im designations. The City of Indio assigns the Business Park designation to lands south of 40' Avenue and north of the I-10 freeway, including areas south of 42°d Avenue and west of Jefferson Avenue. A limited amount of land, in the vicinity of the Bermuda Dunes community, under the jurisdiction of the City of La Quinta surrounds the General Plan study area to the east. These lands occur east of Washington Street and north of Fred Waring Drive, and are designated as High Density Residential (up io to 16 du/ac), Office and Community Commercial. Lands adjacent to the eastern boundaries of the General Plan study area are also under the jurisdiction of rr the City of Indian Wells. Lands north of Fred Waring and south of Hovley Lane are designated as Very Low Density (1-3 du/ac), Watercourse and Public Facility. North of State Highway 1II and south of Fred Waring, abutting the eastern boundary of the City of Palm Desert in this area, lands are designated as Low Density (3.1--4.5 du/ac), Medium High Density (7.1-12.0 du/ac) and Community Commercial. Land uses south of State Highway III are primarily Very Low Density (1.0-3.0 du/ac) residential developments within Golf and Recreation land uses. Lands are also assigned the Watercourse, Open Space and Public Facility designations. Adjoining lands south of the General Plan study area are under the jurisdiction of Riverside County and the City of Indian Wells. According to the Riverside County Draft General Plan Program EIR (August 2002), current land uses south of the Palm Desert General Plan study area are limited to large expanses of open space and very limited residential development. Lands under the jurisdiction of the County of Riverside are designated Open Space-Conservation Habitat with some lands assigned to Rural Residential (<0.2 du/ac). Land south of the Bermuda Dunes Country Club, in Section 18, is designated as Low Density Residential (2-5 du/ac). Other lands contiguous to the southern boundaries of the General Plan study area, in general south of Hovley Lane, are under the jurisdiction of the City of Indian Wells. South of Hovley Lane, the majority of lands adjacent to Palm Desert are assigned Very Low Density Residential (1.0-3.0 du/ac). Lands occurring south of Fred Waring Drive and north of State Highway 111, are designated as Low Density Residential (3.1-4.5 du/ac) and Medium High Density Residential (7.1-12.0 du/ac). South of Fairway Drive and north of Haystack Road, land uses include Very Low Density (1.0-3.0 du/ac) residential developments with Golf and Recreation land uses. South of Fred Waring and west of Washington Street, lands are assigned the Golf and Recreation land use designation. II-3 a - 4 TN/City of Palm Desert Draft General Plan EIR Section II—Regional Environmental Setting Lands immediately west of the General Plan study area and north of the I-10 Freeway are under the jurisdiction of Riverside County. The County lands are designated as Open Space and consist of limited areas for community development, including High Density (14-20 du/acre), Medium High Density (8-14 du/ac),Rural Residential (<0.2 du/ac) and Light Industrial. Lands south of the I-10 freeway and in general west of Monterey Avenue are under the jurisdiction of City of Rancho Mirage and represent mixed uses. Surrounding land uses range from retail commercial and associated uses to the west along Monterey Avenue, to open space and very low density residential development associated with golf course resort residential and hillside development. The majority of these lands are designated for residential development, which includes High Density (9 du/acre), Medium Density (5 du/ac),Low Density (ranging from 2 to 3 du/acre) and Residential Estate(1 du/ac). Other adjacent land uses under the City of Rancho Mirage's jurisdiction include Light Industrial, Community and Neighborhood Commercial, Office and Mixed Use (Commercial/Office/Residential). Institutional designations representing an existing private school and a utility substation are located on Clancy Lane and Monterey Avenue. Limited development along the foothills of the Santa Rosa Mountains is designated as Hillside Reserve (1 du/640 acres), while Section 24 in the Santa Rosa T Mountains is assigned the Open Space-Mountain Reserve designation. The majority of the lands west of the City's Sphere-of-Influence occur within the Santa Rosa Mountains, under the jurisdiction of the County of Riverside. These lands are designated as Open Space with a + limited portion designated as Rural Residential (<.02 du/ac). Section 15, Township 6 South, Range 5 East is under the jurisdiction of the City Palm Springs and occurs within the boundaries of the City's Palm Hills Specific Plan PH-3.' Land use issues are further discussed in Section III-A,Land Use, of this document. g C. Topography The physical.character of Palm Desert and the surrounding Coachella Valley is significantly affected by +ail extreme topographical features, ranging from a sub-sea level geologic sink to mountain peaks rising two miles above sea level. The Salton Sea is located at the southeast end of the Valley and occurs at an elevation of about 228 feet below sea level. At the northwest end of the Valley are the San Jacinto and San Bernardino Mountains, with peaks ranging from 9,600 to more than 11,000 feet above sea level. These mountains shield the valley from western maritime wind flows and focus prevailing winds into the narrow San Gorgonio Pass, west of the General Plan study area. The Sonoran desert environment in the Coachella Valley is comprised of large and smaller scale alluvial fans and a valley floor with sand dunes, sand fields, and rocky, sandy washes that drain the surrounding mountains. Development constraints and opportunities are direct consequences of the topography in the General Plan study area. Developable lands located in higher elevations of the General Plan study area have spectacular views of the Coachella Valley and local mountains.In addition to the Santa Rosa Mountains, other mountain ranges visible from the City include the San Jacinto Mountains to the west and southwest, the San Bernardino and Little San Bernardino Mountains and the Indio Hills to the north, northwest, and northeast. ' "City of Palm Springs General Plan,Land Use map,"prepared by Smith,Peroni&Fox.Adopted March 3, 1993. II-4 TN/City of Palm Desert Draft General Plan EIR Section II—Regional Environmental Setting Elevations and topographic features in the General Plan study area vary greatly. Elevations range from approximately 5,100 feet above sea level in the Santa Rosa Mountains, to a low of about 60 feet above sea level in the Bermuda Dunes portion of the study area. The City is primarily located on the desert floor, at an elevation of approximately 250 feet above sea level. D. Climate iw The Coachella Valley experiences a subtropical desert climate characterized by high amounts of direct sunshine, high summer daytime temperatures, low rainfall, low relative humidity and cool nights. Daytime temperatures can reach a maximum 125' F on the desert floor, while winter nights can fall to sub-freezing temperatures. The General Plan study area includes the foothills of the Santa Rosa and Little San Bernardino Mountains, which are generally cooler than the valley floor, averaging an approximate 5°F decrease in temperature for every 1,000-foot rise in elevation. Regional rainfall is monitored by the National Oceanic and Atmospheric Administration (NOAA). Precipitation is measured by rain gauges located in Palm Springs and Indio. Thirty years of data indicate mean annual rates of precipitation of approximately 3 inches in Indio and 5.33 inches in Palm Springs. Aw In general, weak frontal storm systems provide rainfall to the Coachella Valley during the winter season, from November through March. The majority of precipitation generated by these storms falls on mountain slopes, resulting in generally higher rainfall in the northern and southern portions of the study area. Due to its unique physiography, the Coachella Valley can experience gusty wind conditions, which can produce severe dust storms. The extreme aridity of the region and the coastal air masses which are funneled through the San Gorgonio Pass, create strong winds that pass through the valley, transporting large quantities of sand. Wind-blown sands have formed the Palm Springs Sand Ridge, which is a broad, elongated and southeast trending ridge, rising as much as 120 feet above the surrounding desert floor. The ridge extends from the eastern portion of Cathedral City traversing through the northern portion of the Palm Desert City limits and the Bermuda Dunes community. High-winds occur primarily in the spring months of April through June. Wind erosion hazards within the General Plan study area range from very severe to moderate. E. Hydrology The majority of the rainfall in the Coachella Valley occurs during the cooler months, from November through March. However, occasional high-intensity thunderstorms and tropical storms can occur between mid-summer and early fall. to Due to the lack of vegetation and the composition of regional soils, high-intensity precipitation events in the desert tend to result in substantial runoff. Although the ground may be generally dry at the beginning of a storm, sufficient amounts of rainfall can saturate the surface, reducing percolation and increasing runoff. Overland flow, which occurs when rainfall intensity exceeds the infiltration capacity of the soil, is especially predominant on hillsides and paved urban areas. Given the hillside terrain in the northern and southern portions of the General Plan study area, overland flow and flooding are issues of concern. H-5 i TN/City of Palm Desert Draft General Plan EIR Section II—Regional Environmental Setting The Federal Emergency Management Agency (FEMA) publishes Flood Insurance Rate Maps (FIRM) which depict varying degrees of potential flood hazards for developed or developing areas of communities throughout the United States. FIRM maps serve as the basis for determining the need for 16 federal flood insurance and assist local governments in providing for safe land use and floodplain development. The frequency of flooding on a particular site is often discussed in terms of the "base I flood," also referred to as the 100-year flood, which has a one percent probability of occurring in a given year. FIRM maps designate lands located within the 100-year floodplain. According to FIRM maps for the City of Palm Desert, most of the flooding and inundation will occur in the General Plan study area immediately north of the Interstate-10, with varying depths and velocities of flood waters. Extensive areas of land within the City limits,just south of the Whitewater River Channel, are located between the 100-year and 500-year flood zones and are susceptible to 100-year flooding with average depths less than one foot. 4 The Coachella Valley Water District (CVWD) and the Riverside County Flood Control District are 4 responsible for the management of regional drainage within and in the vicinity of Palm Desert, including rivers, major streams and their tributaries, and areas of significant sheet flooding. The City is directly responsible for the management of local drainage to the point of discharge into regional facilities. Major flood control facilities within the General Plan study area, both existing and planned, include the Whitewater River Stormwater Channel, Palm Valley Stormwater Channel, San Pasqual Channel, partially constructed Mid-Valley Channel, future Thousand Palms Flood Control Project facilities, and the construction of other flood control structures in Palm Desert and neighboring Indian Wells and Riverside County. Furthermore, the City of Palm Desert has adopted and is implementing a Master Drainage Plan and ordinance, which serve to assure adequate local drainage facilities. { A more detailed discussion of flood control improvements in the General Plan study area is provided in Section IIITD of this document. F. Soils and Geology Soils The geologic composition of the Coachella Valley substantially influences the geotechnical hazards affecting the General Plan study area. Among these hazards are windblown sand, wind erosion, seismic activity and subsidence. The Palm Desert General Plan study area is underlain by four types of geologic deposits, which include: 1) granitic and metamorphic basement rock associated with the mountains, 2) conglomerate underlying the Indio Hills, as well as minor traces in the southern General Plan study area, 3) stream deposits (alluvium) shed from the local mountains occurring within the mouths of drainages and on the valley floor and 4) blowing sand deposits both north and south of Interstae-10 and the majority of the valley floor. The Santa Rosa Mountains in the southerly portion of the General Plan study area are composed of granitic rocks which were emplaced more than 65 million years ago and form the basement rock of the region. The Little San Benardino Mountains in the northerly part of the General Plan planning area consist of Pre-Cambrian metamorphic rocks with similar engineering properties as the materials underlying the Santa Rosa Mountains. These rocks are typically rounded boulders that perch precariously on steep slopes. Boulders pose a rockfall hazard to areas adjacent to and down gradient from these slopes. II-6 r TN/City of Palm Desert Draft General Plan EIR Section II—Regional Environmental Setting The Indio Hills are underlain by the Ocotillo Conglomerate, a unit that contains pebble to cobble-sized sub-rounded clasts. Minor traces of this quaternary conglomerate also occur in the southern part General Plan study area, primarily along the margins of the valley. Because boulders exceeding 10 feet in diameter are known to occur in these units, a primary engineering concern is the removal of oversized materials during grading. Alluvial deposits, which are shed from the Santa Rosa and Little San Bernardino Mountains, as well as the Indio Hills occur within the mouths of drainages in the southern, northern and central portion of the �►+ General Plan study area, respectively. Much of the developed portion of the City of Palm Desert is constructed on alluvium. These deposits have been laid down rapidly, without being saturated, and are therefore susceptible to collapse upon the introduction of irrigation water. Where alluvium consists of clay and/or silt layers, irreversible subsidence and compaction may occur as a result of ground water withdrawal.' Aeolian, or wind-deposited sediments occur both north and south of Interstate-10 and cover much of the Coachella Valley floor. These deposits typically consist of reworked alluvium, which has been picked up by strong winds and redistributed as silty, fine to medium-grained sands that now form sand dunes and sand fields. A thick accumulation of these wind-blown sands, known as the Palm Springs Sand Ridge, has formed a broad, elongated and southeast trending ridge which rises as much as 120 feet above the surrounding desert floor. The Palm Springs Sand Ridge extends from the eastern portion of Cathedral City traversing through the northern portion of the Palm Desert City limits and the Bermuda Dunes community. Engineering concerns associated with sand dune deposits include sand deposition, wind erosion, and collapsible soils. Seismicity The Coachella Valley and surrounding region are susceptible to a wide range of hazards associated with geotechnical conditions. The City of Palm Desert is located within, and is a part of the northwestern extension of the Salton Trough, which has been formed by the landward extension of the East Pacific Rise ridge and fault system. This spreading ridge is creating new surface crust and is responsible for separating Baja California from mainland Mexico and creating the Gulf of California, the Imperial Valley, and the Coachella Valley. This spreading action is also responsible for moving the Pacific Plate to the northwest relative to the North American Plate, resulting in the generation of earthquakes that occur in Southern California. Recent analysis indicated that far too few earthquakes have occurred in Southern California in the last 200 years to account for the rate of movement between the Pacific and North American plates. The data suggest that the region will be subject to either numerous moderate earthquakes (such as the Northridge quake of 1994) or a few larger (Magnitude 7.2 or larger) earthquakes. The region is considered a prime candidate for major seismic activity within the next 20 to 30 years. Major earthquakes have occurred in and around the Coachella Valley in the past decade. The San Andreas Fault Zone and the San Jacinto Fault are the primary active faults with the potential to significantly impact the General Plan study area. The Coachella Valley and San Bernardino Mountain segments of the San Andreas Fault pass through the northerly portion of the study area and are sometimes referred to as the Banning Branch and the Mission Creek Branch. There is no evidence that active or potentially active faulting occurs within the balance of the study area. A-major earthquake on the San Andreas Fault could create smaller secondary displacements within other portions of the General Plan study area. - 11-7 TN/City of Palm Desert Draft General Plan EIR Section II—Regional Environmental Setting The San Jacinto Fault is a northwesterly trending fault, located within 10 miles to the southwest of Palm Desert.2 Historically, this fault has generated more large earthquakes in comparison to other faults in Southern California. The San Jacinto Fault is approximately 175 miles in length and can generate magnitude 6.5 to 7.5 earthquakes. The latest surface-rupturing earthquake on this fault occurred in 1987 on the Superstition Hills segment. Seismically induced geotechnical hazards include ground shaking, liquefaction, ground settlement, rockfalls and landslides. General Plan study areas adjacent to the Santa Rosa Mountains and Indio Hills are susceptible to slope instability resulting from rockfalls and/or landslides. W Wind-blown sand The majority of the northern part of the General Plan study are is subject to wind-blown sand activity. Respiratory discomfort, eye infections and skin disorders are among the health hazards associated with wind-blown sand. Dust storms occurring in the region reduce roadway and air traffic visibility. A detailed assessment of potential impacts associated with geology and seismicity is provided in Section III-C, Soils and Geology. G. Water Quality/Resources The entire Coachella Valley floor is underlain by a groundwater basin which has been designated the Coachella Valley Ground Water Basin.' Analysis by the US Geological Survey and the California Department of Water Resources has determined that the Coachella Valley Ground Water basin is separated into distinct subbasins and subareas within the subbasins.'Subbasin boundaries are generally defined by seismic faults that restrict the lateral movement of groundwater, including the Mission Creek and Banning strands of the San Andreas Fault Zone. It is estimated that between the high ground water elevations that occurred during the 1935-1936 season and a depth of 1,000 feet below the ground surface, the Coachella Valley Ground Water Basin has a capacity for storing about 39,000,000 acre-feet of ground water.' The Whitewater River subbasin, the largest groundwater repository for the Coachella Valley, underlies the City of Palm Desert and a substantial portion of the valley floor. It is the primary groundwater repository serving the Palm Desert General Plan study area. Other ground water repositories serving the ii study area include the Desert Hot Springs and Mission Creek subbasins. The Coachella Valley Water District (CVWD) provides domestic water services to the City of Palm iii Desert using wells to extract groundwater from the Whitewater River subbasin. The subbasin is artificially recharged with imported Colorado River carried via the Metropolitan Water District Aqueduct, which passes through the northern Coachella Valley. The subbasin is also recharged naturally with runoff from the San Jacinto, Santa Rosa and San Bernardino Mountains. z "Technical Background Report to the Safety Element of the General Plan for the City of Palm Desert,"prepared by Earth Consultants International,January 17,2002. 3"Coachella Valley Investigation,Bulletin 108,"prepared by Department of Water Resources,July 1964. '"Engineer's Report on Water Supply and Replenishment Assessment 200312004,"prepared by Water Resources Branch, Engineering Department,Coachella Valley Water District,April 2003. '"Coachella Valley Investigation,Bulletin 108,"prepared by Department of Water Resources,July 1964. II-8 ; TN/City of Palm Desert Draft General Plan EIR r Section II—Regional Environmental Setting Limited portions of the General Plan study area, including lands north of the Indio Hills, are underlain by the Desert Hot Springs subbasin. The Santa Rosa Mountains, which are comprised of non-water bearing bedrock, and the Indio Hills are not underlain by any subsurface aquifers. Whitewater River Subbasin The City of Palm Desert in underlain by the Whitewater River subbasin, which encompasses approximately 400 square miles and underlies much of the Coachella Valley. It generally extends from r the junction of Interstate-10 and Highway 111, to the Salton Sea, approximately 70 miles to the east. The subbasin is bounded on the north and east by the Garnet Hill and San Andreas Faults, respectively, and on the south by the San Jacinto and Santa Rosa Mountains. The Whitewater River subbasin is divided into four subareas: Palm Springs, Thermal, Thousand Palms and Oasis. Most of the General Plan study area occur within the boundaries of the upper Thermal subarea, which extends from Cathedral City to Point Happy (near the intersection of Washington Street and State Highway 111). Lands in the Thousand Palms community occur within the boundaries of the Thousand Palms subarea. The Whitewater River subbasin water supply is currently overdrawn. Water extracted from the subbasin is not adequately replenished to recover completely. The upper Whitewater River subbasin is part of a management area program established by the CVWD and DWA. The overdraft rate for the management area is estimated at 70,132 acre-feet per year.' Thermal Subarea The Thermal subarea is characterized by confined or semi-confined groundwater conditions, with free moving water conditions present in alluvial fans at the base of the Santa Rosa Mountains, including alluvial fans at the mouth of Deep Canyon. CVWD well logs have identified a lower and an upper aquifer zones in the Thermal subarea. An aquitard layer, composed of fine-grained materials that slow the vertical flow of groundwater, separates the upper and lower aquifer zones and is estimated to be between 100 and 200 feet thick throughout much of the Thermal subarea. According to CVWD, the entire Thermal subarea contains approximately 19.4 million acre-feet of groundwater in storage in the first 1,000 feet below the ground surface. Groundwater levels in the Thermal subarea are directly related to those in the Palm Springs subarea to the west. Water moves from the Palm Springs subarea southeastward into the Thermal subarea, and when water levels in the Palm Springs subarea decline, the upper zone available for recharge at Point Happy in the Thermal subarea also declines. This trend may be changing as increased pumpage is Iowering the groundwater table in the lower Thermal subarea more rapidly than in the Palm Springs subarea. Thousand Palms Subarea The Thousand Palms subarea extends along the southwesterly edge of the Indio Hills and is small in comparison to the Thermal subarea. According to CVWD, the Thousand Palms subarea contains approximately 1.8 million acre-feet in groundwater storage in the first 1,000 feet below the ground surface. AN ` 6"Engineer's Report on Water Supply and Replenishment Assessment 2003/2004,"prepared by Water Resources Branch, Engineering Department,Coachella Valley Water District,April 2003. II-9 No TN/City of Palm Desert Draft General Plan EIR Section II—Regional Environmental Setting The southwesterly boundary of the Thousand Palms subarea has been determined based on distinctive groundwater mineral characteristics. Groundwater in the Thousand Palms subarea contains high concentrations of sodium sulfate, while groundwater in other subareas of the Whitewater River subbasin is generally composed of calcium bicarbonate. This is largely attributed to limited recharge to the Thousand Palms subarea. The subarea is recharged by runoff from the Indio Hills, but the quantity of recharge is limited. Inflow from other subbasins is believed to be substantially limited, and there is little evidence of intermixing with the Thermal subarea to the south. With limited recharge, there is little opportunity for "dilution" from inflow groundwater, and there is a greater impact of native sodium sulfate on groundwater quality. Desert Hot Springs Subbasin The Sky Valley community, in the northerly portion of the General Plan planning area, is underlain by the Desert Hot Springs subbasin. According to CVWD's "Engineer's Report on Water Supply and Replenishment Assessment, 2003-2004," the Desert Hot Springs subbasin contains approximately 4.1 million acre-feet of groundwater in storage in the first 1,000 feet below the ground surface. Groundwater in this subbasin is characterized by high concentrations of fluoride, total dissolved solids, sodium sulfates and other undesirable minerals, which have limited its use for agricultural and domestic water purposes. The presence of high mineral concentrations is largely due to faulting along the margins IN of the Subbasin. Several of the subbasin's boundaries are defined by faults, including the Mission Creek, Indio Hills, San Andreas, and Mecca Hills Faults. The Coachella Valley Water District does not extract groundwater from the Desert Hot Springs Subbasin, given its high concentration of undesirable minerals. Instead, domestic water for the Sky Valley and Indio Hills communities is extracted by CVWD from the Mission Creek Subbasin to the west. Mission Creek Subbasin Although the Mission Creek Subbasin does not underlie the General Plan study area, it is the source of domestic water for the Sky Valley and Indio Hills communities in the northerly portion of the expanded General Plan planning area. The Subbasin is located west of the Desert Hot Springs Subbasin and extends west to the base of the San Bernardino Mountains. Water depths below the ground surface, as determined by the U.S. Geological Survey in 1971, range from a maximum of 425 feet in the northwesterly portion, to flowing wells at a minimum depth in a narrow strip along the Banning Fault northwest of Seven Palms Ridge.' Based on CVWD's "Engineer's Report on Water Supply and Replenishment Assessment, 2003-2004," the Mission Creek Subbasin has approximately 2.6 million acre-feet of groundwater in storage in the first 1,000 feet below the ground surface. It is naturally recharged by surface and subsurface discharge, most of which is from Mission Creek, and Little and Big Morongo Creeks. The water report also indicates that a steady water level decline of approximately 0.5 to 1.5 feet per year has been observed since 1952. 7 "Engineer's Report on Water Supply and Replenishment Assessment 2003/2004,"prepared by Water Resources Branch, Engineering Department,Coachella Valley Water District,April 2003. H-10 TN/City of Palm Desert Draft General Plan EIR Section II—Regional Environmental Setting Water Quality Water quality in the Coachella Valley is generally good to excellent. However, total dissolved solids (TDS) concentrations in the upper aquifer of the Coachella Valley groundwater basin continue to rise. High TDS concentrations in the upper aquifer typically occur adjacent to major faults, including the San Andreas Fault Zone. TDS levels in the lower aquifer are also typically high in the vicinity of major faults, including the fault zone separating the Thousand Palms subarea from the Thermal subarea, where TDS concentrations exceed 1,000 mg/L. The water quality of the upper Whitewater River subbasin has also been affected by the importation of Colorado River water, which is about three times higher in total NO dissolved solids than natural upper Whitewater River groundwater. Groundwater contamination is also caused by increased levels of nitrate concentrations associated with the application of fertilizers on golf courses, and effluent from septic tanks and wastewater treatment plants. Issues pertaining to water quality and resources in the General Plan study area is further discussed in Section III-E, Water Quality/Resources. �r H. Biological Resources The Coachella Valley is located within the Colorado Desert sub-region of the Sonoran Desert, and comprises one of the most biologically unique and diverse regions in the country. High mountain ranges, hillsides and uplands, alluvial plains, and the gently sloping valley floor sand dunes and fields are home to plant and animal species that have evolved and adapted to extreme conditions. The General Plan study area supports common species and a number of sensitive species, which are Iisted by federal and/or state governments as endangered, threatened, or species of concern. The various habitat types supported in the General Plan study area are briefly described below. Habitats and Communities The Valley Floor: Dunes and Sand Fields The valley floor habitat refers to open and gently sloping land located within the central portion of the Coachella Valley and Palm Desert planning area. It is characterized by relatively flat and low-lying terrain, with regions of shifting and blowing sands that generally support only sparse vegetation. Within the planning area this habitat can be further divided into three sub-communities, active sand dunes, active sand fields, and stabilized and partially stabilized desert sand fields. Active Sand Dunes Active sand dunes are located in exposed areas on the valley floor where high wind conditions convey sand and persistently shift the sand dunes, allowing for little or no vegetation to he supported there. "Active" refers to the fact that windbreaks have not impaired the aeolian (wind-borne) processes that contribute to sand transport, accumulation and depletion in the sand fields. However, in years of high rainfall, the dunes are covered with native annual plants, most visibly sand verbena and dune primrose. The principal active desert dunes community in the planning area consists of the large deposits of windblown sand in the Coachella Valley Preserve north of Interstate-10. The most common plant community found in the active sand dune and active sand fields (discussed below) is the Sonoran Desert creosote bush scrub, which includes creosote bush, burro bush, brittlebush and desert Brickellia. II-I I tiw _ so TN/City of Palm Desert Draft General Plan EIR f Section II—Regional Environmental Setting Active Sand Fields Active desert sand fields are also located within the Coachella Valley Preserve, adjacent to the dunes. While not in dune formation, sand within these fields is actively being deposited and depleted to form sheets of desert sand. Active desert sand fields are also generally unable to support extensive vegetation due to the active aeolian processes. Sand may also be piled up against creosote bush and other perennials creating hummocks or mounds that can support other plants and wildlife. Stabilized and Partially Stabilized Sand Fields Large portions of the planning area on the valley floor were originally comprised of active sand dunes and sand fields. However, a variety of changing circumstances, including the construction of the Union Pacific Railroad lines, US Interstate-10 and associated windbreaks, upwind development and the construction of roads have cut off many of these areas from fresh sources of sand. The result is stabilized or partially stabilized sand fields, which occur from just north of the Whitewater River to areas north of Interstate-10. Stabilized and partially stabilized sand fields and dunes can support varying amounts of vegetation, Ni which consists primarily of scattered low-growing annuals and perennial grasses and shrubs. Stabilized and partially stabilized sand fields can support vegetation growth more readily and consists primarily of scattered herbs and shrubs. As in active sand dune areas, the most visible and abundant type of vegetation within this valley floor community is the creosote bush scrub. However, during periods of high precipitation, the valley floor becomes alive with vegetation, which lies dormant through the majority of the year. Most undeveloped land on the valley floor has been largely fragmented by development and heavily A disturbed by the close proximity to roads. As a result many of the species that are endemic to the valley floor's natural communities have declined significantly. Furthermore, the state and federal governments have listed a number of plant and wildlife species as threatened or endangered, including the Coachella Valley fringe-toed lizard and the Coachella Valley milk-vetch. Others are in jeopardy of becoming threatened or endangered if their numbers and remaining habitat continue to shrink. Alluvial Plain Alluvial plain habitat is comprised of flood-formed fans that extend out toward the valley from the mouth of canyons emerging from the surrounding mountains. The uneven terrain of deposited rocks and sand are the accumulated sediments of numerous, large floods that have been shaping these elevated flood plains for thousands of years. Smaller, more recent floods continue to shape and alter the landscape, but their effect is generally limited to sandy washes passing through the plain. Farther down the fan, the plain becomes smoother with a sandier substrate. In the planning area, these alluvial habitats are formed by a variety of mountain drainages from large r and small canyons including Dead Indian Canyon and Deep Canyon draining the Santa Rosas Mountains, and East and West Wide Canyon and East Deception Canyon in the northern planning area draining the Little San Bernardino Mountains. The habitat and communities found on these plains transition and change with increasing distance from canyon mouths, as the substrate is slowly altered from rocky deposits to sandy ones. II-12 TN/City of Palm Desert Draft General Plan EIR Section II—Regional Environmental Setting Sonoran mixed woody and succulent scrub is the dominant plant community of the alluvial plain habitat. This community occurs along the lower slopes of the Santa Rosa and Little San Bernardino Mountains and is widespread, forming the north and south edges of the Coachella Valley. Sonoran mixed woody and succulent scrub is a variant of the creosote scrub community, and is very typical of the Colorado Desert. It includes creosote bush and a variety of woody and herbaceous plants, including indigo bush, " catclaw acacia, desert lavender, rock daisy, and palo verde. The approximate 93 annuals that are found on the alluvial plains and fans make up more than half of the alluvial slopes flora. Several species of cacti are also present, and include beavertail, barrel cactus, fishhook cactus, hedgehog cactus and a variety of cholla. Sensitive species known from this community include California ditaxis and glandular ditaxis. ' Sandy Washes Desert washes form a distinct habitat, which connects the mountains and the valley floor. Washes emerge from canyon mouths as high-banked watercourses that cut through the alluvial plain. Sandy washes are often used as travel corridors by wildlife that utilize both the wash and the alluvial plain habitats. They also contain distinct vegetation that is adapted to infrequent flooding. The most notable species include smoketree and palo verde. Other common shrubs and sub-shrubs include chuperosa, cheesebush, sweetbush, desert lavender, dyeweed, sandpaper plant and bladderpod. Birds are more abundant in the desert washes than in the surrounding rocky hillsides or creosote bush scrub flats. Typical species include verdin, phainopepla and black-tailed gnatcatcher. Few good representations of sandy desert washes remain in the central Coachella Valley. The largest desert wash in the planning area is the Deep Canyon Wash, which drains large areas of the Santa Rosa Mountains. This wash has been preserve for ecological studies and therefore harbors an excellent variety of plants and wildlife. Other relatively good examples of sandy desert washes are found within the city at the Living Desert. In the northern planning area, the Coachella Valley Preserve and other sandy washes on the south slope of the Indio Hills are also important examples that also serve as sand sources for the Coachella Preserve dunes system. Desert Fan Palm Oasis Woodland The desert fan palm oasis woodland is a rare plant community that is one of the most unusual biological aw resources located within the Coachella Valley. These lush desert oases are found within canyons and along the San Andreas Fault Zone, where water occurs naturally. They are generally characterized by open to dense groves of native desert fan palms (Washingtonia filifera), which are the most massive ryr . native palm in North America, growing to more than 20 meters. Native desert fan palms are found from the Baja Peninsula to Death Valley National Monument, with approximately 25.000 occurring in the wild. Because of their uniqueness, desert fan palm oases have been given special status by the State as one with the highest inventory priority. Examples of this plant community in the planning area are located in the Coachella Valley Preserve System along the San Andreas Fault and within canyons in the Santa Rosa Mountains, including Dead Indian and Deep Canyons. �r A variety of wildlife species are also associated with the desert fan palm community, including the southern yellow bat, common kingsnake, desert slender salamander, California treefrog, hooded oriole, Cooper's hawk, golden eagle, prairie falcon, Least Bell's vireo, common flicker, carpenter bee and the giant palm boring beetle. The Peninsular bighorn is one of the most important animals that is supported by this habitat. They often frequent the oases among the Santa Rosa Mountains during the hot season to 4r, take advantage of the water sources that support the woodland. II-13 60 TN/City of Palm Desert Draft General Plan EIR Section 1I—Regional Environmental Setting Rocky Slopes Habitat The Santa Rosa and Little San Bernardino Mountains that extend from the edge of the alluvial plain comprise the rocky slopes habitat occurring within and near the planning area. This habitat reaches an elevation of about 2,500 feet, and is characterized by continuous rock that is either weathered and fractured bedrock, or broken and displaced into loose debris of descending sand and pebbles and stone. Because of the steep,slopes and extensive rock surfaces on the lower slopes of this habitat,they appear to support little to no vegetation. However, the rocky slopes habitat supports up to 102 perennials and 115 annual species. Plant density and size increase with elevation and associated increases in annual rainfall. Plants of the rocky slopes habitat include creosote bush, brittlebush, burrobush and agave. Ocotillo, spike moss, Parry's cloak fern, arrowleaf, pigmy cedar,bushy cryptantha, bedstraw, rush pea and crossosoma. The rocky hillsides of the planning area mountains provide habitat for a different variety of plants and animals from those on the valley floor. Connectivity with the vast areas of wildlands in the Santa Rosa and Little San Bernardino Mountains allows for the presence of wide-ranging animals, including bighorn sheep, as well as predators such as prairie falcon, golden eagle, bobcat and mountain lion. { Sensitive Plant and Animal Species The General Plan study area supports a number of sensitive species, which are listed by federal and/or state governments as endangered, threatened, or species of concern. Sensitive and special status wildlife that occurs or may occur in the planning area include the Coachella Valley fringed-toed lizard, the Peninsular bighorn sheep, desert tortoise, Flat-tailed horned lizard, Loggerhead shrike and the Palm Springs little pocket mouse. Sensitive plant species that occur or may occur in the planning area include the Coachella Valley milkvetch, Flat seeded-spurge, Mecca aster and Glandular ditaxis. Habitat Conservation Plans Portions of the General Plan study area are located within the boundaries of existing and proposed habitat conservation plans (HCP) developed to protect and assure the long-term viability of the Coachella Valley Fringe-toed Lizard, which was designated as "Threatened" by the US Fish and Wildlife Service in the early 1980s, and the Peninsular bighorn sheep which was designated as "endangered in 1998. The City and other jurisdictions in the valley collect impact fees and purchase habitat for the lizard, which has also benefited other sensitive sand-adapted species. ` 4 The City of Palm Desert, along with other Coachella Valley cities and Riverside County are also participating in the preparation of the Coachella Valley Multiple Species Habitat Conservation Plan (MSHCP). This MSHCP will also integrate the Recovery Plan for Bighorn Sheep in the Peninsula Ram, which was completed and adopted by the US Fish and Wildlife Service in 2000. J Potential impacts associated with biological resources are discussed in greater detail in section III-F. of this document. II-14 r TN/City of Palm Desert Draft General Plan E1R Section II—Regional Environmental Setting I. Cultural Resources iW Cultural resources in the Coachella Valley include Native American settlements that were established before and after the arrival of European-Americans, as well as historical structures and features that were built and used as early as the 1700's by European settlers. Pre-European Period to Based upon the current knowledge of artifacts and habitation sites dating back approximately 12,000 years, archaeologists have divided the pre-European epoch into five periods: Early Man Period, Paleo- Indian Period, Early Archaic Period, Late Archaic Period and Late Prehistoric Period. During the latest period, from around 1200 to just before European contact in the 1700's, local inhabitants traded extensively with tribes of the Colorado River and learned to make pottery for cooking and food storage. Archaeological evidence indicates that numerous settlements and other cultural sites were established throughout the Coachella Valley. Among these sites were villages, milling sites used on a seasonal basis to process food materials, lithic workshops for making stone tools and weapons, and artistic and religious rock sites. Cahuilla Culture The Desert Cahuilla are the most recent identifiable native culture to evolve in the Coachella Valley region. They are generally divided into three groups: the Pass Cahuilla of the Banning-Beaumont area; the Mountain Cahuilla of the San Jacinto and Santa Rosa Mountains; and the Desert Cahuilla from the Coachella Valley and as far south as today's Salton Sea. Each clan or lineage has its own food harvesting areas, ceremonial house and lineage chief, but a number of lineages are known to have cooperated with one another for political and economic purposes. am The Desert Cahuilla had many villages throughout the Coachella Valley, including those associated with Ancient Lake Cahuilla, located east of the General Plan study area, which evaporated around A.D. 1500. With the lake's disappearance, mountains and canyons became more important sources of water, food to and fiber. The first Cahuilla contact with Europoeans occurred during the 1770's, when Spaniards crossed through Aw Cahuilla territory in search of new land routes between Mexico and northern California.' During the 1860's, European disease, to which the Cahuilla had no immunity, decimated the Cahuilla population, to which declined from an estimated 6,000 to 10,000 people to only 2,500 individuals.' Reservations were established beginning in the 1870s and allowed the Cahuilla to preserve their cultural traditions in relative isolation from Anglo-Americans. Today, Native Americans of the Pass and Desert Cahuilla heritage are mostly affiliated with one or more of the Indian reservations in the Coachella Valley, including the Torres Martinez, Augustine, Agua Caliente, Cabazon, and Morongo, most of which are in close proximity to the City of Palm Desert. �r 8 "The Cahuilla,"Lowell John Bean and Lisa Bourgeault. Chelsea House Publishers, 1989. ' Ibid. H-15 A TN/City of Palm Desert Draft General PIan EIR Section II—Regional Environmental Setting European History of the Region The Coachella Valley region was first explored by Spaniards exploring northward from Mexico to the Pacific Coast and the Colorado River. The earliest documented period of Spanish influence began in 1769, when explorers moved into what was then referred to as Upper California to establish a military, political and religious stronghold. By the 1770's, explorers entered the Coachella Valley region in search of easily passable supply routes from Mexico to colonies in northern California. The United States defeated Mexico in 1848 in the Mexican-American War and gained control of California. At the same time, the discovery of gold and the appeal of cattle ranching led to an influx of new settlers to the state. California was admitted to the Union in 1850. The first U.S. Government surveys were conducted in the Coachella Valley in 1855-56 by Henry Washington, John La Croze and James G. McDonald, who observed a number of trails and roads crossing the Valley. Impacts to cultural resources resulting from the implementation and adoption of the proposed General Plan is further discussed in Section HI-G, Cultural Resources, of this document. J. Visual Resources Exceptional mountain and open space views are among the Coachella Valley's most valuable assets. The Valley is bordered by the San Jacinto Mountains to the west, the San Bernardino and Little San Bernardino Mountains to the north, and the Santa Rosa Mountains to the south, all of which were created by complex geological forces. The resulting viewsheds include contrasting mountain scenery and vast expanses of desert on the valley floor. The San Jacinto Mountains are located approximately nine miles west of the City of Palm Desert. This mountain range extends from its highest elevation at Mt. San Jacinto at the extreme north, southward to the Santa Rosa Mountains. At an elevation of 10, 804 feet above sea level, Mt. San Jacinto is the highest peak in the San Jacinto Mountains. The San Bernardino Mountains form the northwestern boundary of the Coachella Valley and are approximately 15 miles from the Palm Desert General Plan study area. San Gorgonio peak rises to an elevation of 11,502 feet above sea level and is considered the highest peak in the Coachella Valley. The Little San Bernardino Mountains form the northern boundary of the Coachella Valley and the General Plan study area. The Indio Hills traverse through the northern portion of the General Plan study area and feature Edom Hill and Flat Top Mountains. The Indio Hills stand at more than 1,000 feet above the valley floor and contribute to the City's visual assets. During late afternoons, these hills provide a display of vivid colors. The Santa Rosa Mountains form the southern boundaries of the Coachella Valley and Palm Desert's City limits. The highest peaks in the Santa Rosa Mountains include Toro Peak, which rises to 8,717 feet and Santa Rosa Peak, at an elevation of 8,000 feet. The Santa Rosa Mountains provide magnificent views to the lands and built environment located on the valley floor. Visual resources in the General Plan study area are further discussed in Section III-J, Visual Resources, of this document. H-16 AD TN/City of Palm Desert Draft General Plan EIR 60 Section II—Regional Environmental Setting K. Air Quality In general, air quality in the Coachella Valley and the City of Palm Desert is good, particularly in comparison to other localities in Southern California. However, continued regional urbanization in the past few decades has contributed to the degradation of the air quality due to population growth, increased traffic, construction activities and various other site disturbances. The City of Palm Desert and the Coachella Valley are located within the Salton Sea Air Basin (SSAB). The South Coast Air Quality Management District (SCAQMD) is responsible for establishing air quality management criteria and management policies for the SSAB and neighboring air basins. Pollutant levels are monitored daily by SCAQMD. In the Coachella Valley, local monitoring stations are located in Indio and at the Palm Springs International Airport. as Ozone and PM,o are the two pollutants of concern in the Coachella Valley. Under the federal Clean Air Act, the Valley is currently classified as a "severe-17" non-attainment area for ozone. The region is also classified as a "serious" non-attainment area for PM,,, by the U.S. EPA. The General Plan study area and im the Coachella Valley are subject to the provisions of the Coachella Valley State Implementation Plan (2002 CVSIP) for PM,o. The 2002 SIP has been prepared for the Coachella Valley, outlining an enhanced PM,o reduction program that demonstrates how the federal PM,o standards will be achieved to „ bring the Coachella Valley into attainment. To further reduce the impacts of local fugitive dust and PM,o emissions, the City of Palm Desert has adopted a Fugitive Dust (PM,o) Control Ordinance (Chapter 24.12 of the Palm Desert City Municipal Code). Buildout of the General Plan study area associated with the implementation of the General Plan update could potentially result in occasional and temporary exceedances of both state and federal standards for various air pollutants. A full assessment of issues concerning air quality is included in Section III-H, Air Quality, of this document. L. Noise Noise is frequently and simply defined as unwanted sound. Over the past several decades, the general population has been exposed and affected by the substantial increase of noise levels in the environment. The effects of noise vary from hearing loss to annoyance. In general, the existing noise environment in Coachella Valley, including the City of Palm Desert, is relatively quiet. The primary noise generator in the General Plan study area is vehicular traffic. Significant noise is associated with the US Interstate-10 Freeway, State Highways I I I and 74, Monterey Avenue and other major arterials. Other noise contributors include the Union Pacific Railroad, construction vehicles and equipment, and mechanical equipment including fans and compressors. Portions of the study area are also exposed to intrusive noise generated by small aircraft arriving and departing from the Bermuda Dunes Airport. Commercial and general aviation operations at the Palm Springs Regional Airport, located west of the City Limits, impact the community of Palm Desert with occasional aircraft noise. Noise levels generated by current traffic have been evaluated, and future traffic has been modeled to determine associated impacts and establish parameters for mitigation. Current and future noise conditions are further addressed in Section III-I, Noise. 11-17 "8 TN/City of Palm Desert Draft General Plan EIR Section II—Regional Environmental Setting M. Traffic/Circulation 4 The topographic, climatic and geographic orientation of the Coachella Valley have played a major role in the development of the regional and local transportation network. Several major roadways Oil accommodate regional traffic in the Coachella Valley and include the U.S. Interstate-10 freeway, and State Highways 111, 86, 74 and 62. U.S. Interstate-10 connects the Coachella Valley with the Los Angeles-Riverside-San Bernardino metropolitan areas to the west, and Phoenix to the east. Highway 111 is an essential intra-valley roadway, which connects the Coachella Valley with the Imperial Valley to the southeast. Highway 74 connects the central Coachella Valley with mountain communities, southwestern Riverside County and northern San Diego County. State Highway 86 also provides important regional access to the eastern Coachella Valley and the Imperial Valley, while Highway 62 connects the valley to communities in the high desert Morongo Basin to the northwest. The City of Palm Desert and the Coachella Valley have continued to be one of the fastest growing regions in California. Major traffic corridors in the General Plan study area include the Interstate-10 freeway, State Highways III and 74, and other planning area roadways such as Monterey Avenue, Cook Street, Washington Street, Country Club Drive, Fred Waring Drive, Dinah Shore Drive, Portola Avenue and Ramon Road. The road network system within the City essentially follows a north-south/east-west grid with interconnections to major arterials. North-south traffic is channeled through major arterials such as Monterey Avenue and Cook Street, while other arterial streets such as Gerald Ford Drive and Fred Waring Drive convey east-west traffic. The roadway network in the City and unincorporated portions of the planning area is only partially built out. Roadway Segments and Intersections A wide range of City and planning area roadways have been analysed in the General Plan Traffic Study, which is reproduced in Appendix F of this EIR. This analysis shows that several roadway segments in the planning area are heavily congested, including portions of Monterey Avenue, Dinah Shore Drive, Fred Waring Drive, State Highway 111, and Country Club Drive. The General Plan traffic analysis studied existing conditions at several of the City's major intersections. The traffic study also analyses 54 separate intersections and the impacts of the Preferred Alternative and other alternatives. The assessment of existing conditions identifies a few intersections operating at marginal levels of servic�(LOS). These include the I-10 ramps at Ramon Road, Fred Waring Drive at Deep Canyon, Cook Street at Fred Waring Drive, Hovley Lane at Eldorado Drive, and Washington Street at Hovley Lane. Current and future traffic conditions and demand are further addressed in Section III-B, Traffic/Circulation. II-18 TN/City of Palm Desert Draft General Plan EIR Section Il—Regional Environmental Setting N. Public Services and Facilities Domestic Water The Coachella Valley Water District (CVWD) provides domestic water services to the majority of the General Plan study area. The Myoma Dunes Mutual Water Company provides domestic water to the Bermuda Dunes community. Both agencies utilize wells to extract groundwater from the Whitewater subbasin that underlies most of the Plan area and the Upper Coachella Valley. Groundwater resources are naturally recharged by infiltration of runoff from the local mountains and inflow between subbasins. Supplemental recharge is provide by imported Colorado River water delivered through the Colorado River Aqueduct, owned and operated by the Metropolitan Water District. Groundwater resources are currently in an overdraft state. Impacts to domestic water services resulting from the adoption and implementation of the proposed General Plan are furthered discussed in Section III-K, Public Services and Utilities. Domestic water services are provided to the General Plan study area by major water distribution facilities which include wells and transmission pipes owned and maintained by CVWD and Myoma Dunes Mutual Water Company. yr Wastewater Treatment Sanitary wastewater collection and treatment services .are provided by the Coachella Valley Water District (CVWD) to the City of Palm Desert. The District operates the Cook Street treatment plant wr (Water Reclamation Plant No. 10), which processes effluent collected from the City. Effluent from Bermuda Dunes, Del Webb's Sun City and other development north of Miles Avenue is conveyed to the treatment plant located at Madison Street and Avenue 38 (Water Reclamation Plant No. 7). However, 66 several areas of the General Plan study area, such as Sky Valley and scattered residential development in the Thousand Palms and Cahuilla Hills areas, still rely on on-lot septic systems for wastewater disposal. Impacts to wastewater treatment services are further discussed in Section III-K, Public Services and Utilities. Solid Waste Several vendors provide solid waste collection and disposal services in the Coachella Valley. Waste Management of the Desert provides these services to the General Plan study area, through an exclusive franchise agreement. The majority of solid waste collected in the study area is currently disposed of at Edom Hill Landfill, located in Indio Hills. Given that the Edom Hill Landfill is nearing closure (in 2004), the communities and solid waste service purveyors in the Coachella Valley are evaluating and planning use of alternative solid waste disposal sites. Alternative landfill sites include Eagle Mountain Landfill, Mesquite Landfill, Badlands Landfill, Lamb Canyon Landfill and El Sobrante Landfill. The City of Palm Desert also has implemented plans and programs designed to encourage recycling tit practices. Solid waste impacts are expected to result from the adoption and implementation of the proposed General Plan. These issues are further discussed in Section III-K, Public Services and Facilities. Natural Gas Natural gas service is provided to the Palm Desert General Plan study area by The Gas Company, formerly known as Southern California Gas Company. Locally used natural gas originates in Texas and is transported to the Coachella Valley via high pressure gas transmission lines, which cross the Valley just north of Interstate-10 and continue west to Los Angeles. 11-19 err TN/City of Palm Desert Draft General Plan EIR Section II-Regional Environmental Setting Although most of the City of Palm Desert is connected to the natural gas system, lands west of the Palm Valley Stormwater Channel, parallel to Highway 74, are not served. Residents in this area use propane gas as an alternative fuel source. Impacts to natural gas services are further discussed in Section III-K, Public Services and Facilities. Electricity Southern California Edison (SCE) provides electricity to the majority of the Palm Desert General Plan 1 study area. Its service area includes most of the City of Palm Desert, excluding a portion of thej California State University/San Bernardino (CSSB) Coachella Valley Campus site, Avondale Country Club and other limited area south of US Ineterste-10,. and lands west of Ford Avenue in Sky Valley. SCE's electric power is primarily generated outside the Coachella Valley, however it does purchase wind-generated power from local producers. Imperial Irrigation District (IID) is a non-profit, community-owned utility district that serves customers a in Imperial County and parts of Riverside and San Diego counties. III) provides electric service to a limited potion of the Palm Desert General Plan study area, including the Avondale Country Club, most of the CSSB Coachella Valley Campus, Del Webb/Sun City, Thousand Palms, Bermuda Dunes and the to eastern portion of Sky Valley. IID obtains its power supply from a combination of hydroelectric, thermal, diesel, and geothermal sources. IID also purchases power from outside sources, including the Western Area Power Administration and the El Paseo Electric Company. Issues concerning electrical services in the General Plan study area are further discussed in Section III- K, Public Services and Facilities. Education Public education services and facilities are provided to the General Plan study area by two school districts: Desert Sands Unified School District (DSUSD) and Palm Springs Unified School District (PSUSD). DSUSD serves most of the developed portion of the study area, including lands south of Frank Sinatra Drive and east of Washington Street. DSUSD operates four elementary schools, one middle school, and one high school within the General Plan study area. The PSUSD district includes the remainder of the study area, including the Thousand Palms and Sky Valley communities. PSUSD currently operates one elementary school in Thousand Palms, and none within the Palm Desert city limits. Both the Desert Sands and Palm Springs Unified School Districts are experiencing overcrowding in some of their schools. In addition to permanent classroom facilities, both districts use portable classroom buildings on some campuses. Several private schools also serve the City of Palm Desert and the surrounding area. These facilities include the Desert Adventist Academy, Sacred Heart Catholic School, St. Margaret's Episcopal School, Montessori School of the Valley and Montessori School of the Desert. Higher education is available at the four colleges and universities located within the City of Palm Desert. These campuses offer a wide variety of vocational and advanced education opportunities and include the College of the Desert; California State University-San Bernardino, Coachella Valley Campus; University of California-Riverside Extension Program; and Chapman University. i 1I-20 rw TN/City of Palm Desert Draft General Plan EIR Section II—Regional Environmental Setting Impacts to educational services resulting from the adoption and implementation of the proposed General i ow Plan are further discussed in Section III-K, Public Services and Facilities. Library The Palm Desert Public Library is a branch of the Riverside County Library System and is located at 73- "" 300 Fred Waring Drive. The City library shares a 40,000 square foot facility with the College of the Desert Library. Although their books and resources are physically separated, the two libraries have a reciprocity agreement and also share online research database and checkout desk. The City of Palm Desert entered into a joint-use agreement with College of the Desert and Riverside County to fund the initial construction of the shared COD/City library building. The City also pays for basic library irr operations and services, as well as a portion of ongoing maintenance and structural improvements. The Thousand Palms Branch of the Riverside County Library System is located at 72-715 La Canada Way. The library is currently housed in a rented room at the Chamber of Commerce building in Thousand Palms. It offers special community programs which include children's story time, crafts and reading clubs. The County and residents of Thousand Palms are raising funds and applying for grants with hope of constructing a permanent library facility in about 2005 or 2006. The new facility would be located on a donated parcel of land on Robert Road. Impacts to library services associated with the adoption and implementation of the proposed General Plan are further addressed in Section III-K, Public Services and Facilities. Health Facilities Three major hospitals provide medical services to the Coachella Valley: Eisenhower Medical Center in Rancho Mirage, Desert Regional Medical Center in Palm Springs, and the John F. Kennedy Memorial Hospital in Indio. The Eisenhower Medical Center complex in Rancho Mirage encompasses 98 acres and consists of + r several facilities: the Eisenhower Medical Center, the Betty Ford Center for Chemical Dependency, the Barbara Sinatra Children's Center, the Annenberg Center for World Health Sciences, and the Dolores Hope Outpatient Care Center. The medical center is licensed for 261 patient beds and includes an emergency room, intensive care unit, cardiac care unit, and other specialized care units. The medical center also features the Andrew Allen Surgical Pavilion, a brand new 48,000 square-foot, state-of-the-art medical surgical facility with ten operating rooms. Desert Regional Medical Center in Palm Springs is a private, non-profit hospital that is licensed for 388 beds. Hospital facilities include a 24-hour emergency room, Trauma Center and outpatient services. The 60 hospital also has a Home Health Care department that provides in-home nursing care and household maintenance services, as well as Hospice of the Desert, which offers services to the terminally ill. 60 John F. Kennedy Memorial Hospital in Indio has 162 patient beds and approximately 85 active physicians. Hospital facilities include a 24-hour emergency room, intensive care unit (ICU), cardiac care unit, physical therapy unit, and other specialized care facilities. Expansions of the ICU and surgery department were completed early 2002. U-21 TN/City of Palm Desert Draft General Plan EIR Section II—Regional Environmental Setting Impacts to health facilities resulting from the adoption and implementation of the proposed General Plan are further addressed in Section III-K,Public Services and Facilities. Fire Protection The Riverside County Fire Department contracts with the cities of Palm Desert, Rancho Mirage and 4 Indian Wells, through the Cove Communities Joint Powers Authority, to provide fire protection within their city limits and spheres of influence. Each city has access to, and benefits from, the services provided by fire stations in the other two cities. The Cove Communities contract includes fire fighters, paramedics, fire inspectors, maintenance of fire stations and vehicles, and review of commercial and housing development plans. Currently there are 84 personnel distributed across fire stations within the three cities. The Riverside County Fire Department maintains three fire stations within the incorporated 4 boundaries of the City of Palm Desert, two in its sphere-of-influence, and two in the expanded General Plan planning area. Fire protection services are further addressed in Section III-K, Public Services and Facilities. Police Protection ,, The Riverside County Sheriff's Department provides twenty-four hour police protection services to the City of Palm Desert on a contractual basis. The Department operates out of the Palm Desert Station located at 73-520 Fred Waring Drive, which also serves as the base of operations for the cities of Rancho Mirage, Indian Wells and unincorporated County lands in the vicinity, including Thousand Palms. The Indio Station of the Riverside County Sheriff's Department provides police protection to L areas east of Washington Street. Sky Valley residents receive police protection services from the Palm Desert Police Department. A full time deputy has been assigned to patrol areas between Washington Street and North Palm Springs including Sky Valley and the Thousand Palms community. The Palm Desert police staff includes a total of 70 sworn officers performing various tasks involving safety within the community.1° The City has an overall ratio of 1.75 sworn officers for every 1,000 Palm Desert residents." Police protection services are further addressed in Section III-K, Public Services and Facilities. i O. Socio-Economic Resources Since its incorporation in 1973, the City's permanent population has nearly doubled every decade. U.S. Census data indicates that the City population increased from 11,081 in 1980, to 23,252 in 1990, to 41,155 in 2000. The City is also home to a large seasonal population of winter and vacation homeowners. The City estimated that its 1999 seasonal population was approximately 21,000 residents, while other sources estimating that it may be as high as 28,225. These individuals are not included in the permanent population data described above, but play a key role in the City's economy. The U.S. Census indicates that the City's median age increased from 42.3 years in 1990, to 48.0 years in 2000. According to the U.S. Census, in 1990, the City had a total of 10,588 households and an average household size of 2.18 persons per household. By 2000, the number of households had nearly doubled, 10 "Draft City Of Palm Desert General Plan,Police and Fire Protection Element,"prepared by Terra Nova Planning& } Research, 11 Ibid. II-22 wr TN/City of Palm Desert Draft General Plan EIR Section II—Regional Environmental Setting reaching 19,184, but the average household size had modestly decreased to 2.13 persons per household. The 1990 Census identified the City's median household income as $37,315, slightly higher than theRiverside County equivalent, which stood at $36,000 for the same time period. Based on U.S. Census 2000, the City's median household income is $48,316, which represents a 29% increase over the City's 1990 median household income. The 2000 Census also indicates that the per capita income for the City of Palm Desert is $33,463. "'* The City of Palm Desert dominates the regional commercial retail and service markets, making it the largest employment center in the Coachella Valley. The Coachella Valley Economic Partnership 2000 report indicates that while about 11.3% of valley residents live in the City, nearly 25% of all valley residents work in Palm Desert, the largest percentage working in any single Coachella Valley city. Major employers include Westfield Shopping Town, Marriott's Desert Springs, Desert Sands Unified School District, College of the Desert, Robinson-May Company and Sunrise Company. Resort and commercial development generate large proportions of municipal revenues received by the City, in the form of transient occupancy and sales taxes. Single-family detached dwelling construction represents most of the residential growth activity and reflects the suburban character of the City of Palm Desert. Building permit data obtained from the City's Building and Safety Department indicates that during 2000, 417 new single-family dwelling units were constructed, with a combined value of$136,189,287. This yields an average value of$326,593 per unit. Socio-economic impacts associated with the implementation of the proposed General Plan is further analyzed in Section III-L, Socio-Economic Resources. r �r- II-23 fir- 1W TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures go MAIM DROTEDT DRAFT ENVIRONMENTAL IMPACT REPORT ' FOR THE COMPREHENSIVE GENERAL PLAN III. EXISTING ENVIRONMENTAL CONDITIONS,PROJECT IMPACTS AND MITIGATION MEASURES A. Land Use Compatibility 1. Existing Conditions Urban development in Palm desert occurred initially along and extended from State Highway 111, an ' early Native American Trail and later the 19' Century Bradshaw Trail. Homes, hotels and resorts developed a short distance north and south of the State Route 111. Over several decades the City evolved from a traditional urban village pattern to one hosting regional commercial centers, destination resorts and a wide range of residential development ranging from apartments to expansive master planned communities. Today, the City of Palm Desert is a recognized business, resort and residential community in the Coachella Valley. The City's approach to land use planning and community development includes preservation of surrounding natural environment and its integration into the built environment. The City has a low-density character reflected by the prevalence of single-family residential development. Large- scale residential resort development featuring golf and associated facilities also now comprise a major part of the City's developed lands. The City's geographic location, and the shift in the valley's socio- economic and demographic trends provides the City with a comparative advantage in commercial development in the Coachella Valley. The City's land use pattern supports a wide array of commercial developments, from regional commercial centers, such as shopping centers and malls, to small chain and independent retailers. The Preferred Alternative of the General Plan proposes refinements to the current General Plan, which include a more simplified coding of the land use designations, and minor adjustments to densities and acreages of some of the land use designations. The existing development pattern within the General Plan study area is essentially maintained in the Preferred Alternative of the General Plan. Proposed residential land use patterns and intensities continue to support a low-density profile, again with single- family dwelling units expected to dominate residential development. III-I TN/City of Palm Desert at Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures Proposed commercial land use designations occur in areas presently occupied by commercial development or in undeveloped areas determined to be compatible with immediately adjacent land uses. The Preferred Alternative does not propose any land use for development of "heavy" industries in the General Plan study area. Most of the industrial land use designations are proposed north of the Interstate-10 Freeway with opportunities for business park and light industrial development on lands located south and adjacent to the Interstate-10/Union Pacific Railroad corridor, from Monterey Avenue to the eastern terminus of Gerald Ford Drive. Proposed open space land use designations are consistent with the current General Plan, and include lands in the Coachella Preserve and the Santa Rosa Mountains. Existing Land Uses Within the City limits, development mostly occurs on the alluvial plains of the valley floor. Development in the southern City limits is constrained and influenced by the topography of the Santa Rosa Mountains. The current land use pattern in the City is representative of a resort residential Ni community with a strong local and regional commercial development component, and expansive public and private open spaces. wry The General Plan study area consists of a total of 86,198± acres. Of these, approximately 16,064± acres are in the City limits and 70,134± acres are in the City's Sphere-of- Influence (SOI) and unincorporated lands outside the sphere-of-influence referred to as the "planning area." Currently, about 22.6 % (19,503 acres) of the General Plan study area is developed. Of this, residential land use represents about 75.7% (14,773 acres) of developed lands, and is dominated by low density, single-family dwelling units in the City limits and in the balance of the General Plan study area. The City has approximately a total of 30,514 existing dwelling units. Of this number, approximately 73.8% (22,512 units) are attached and detached single-family units, 21.9% (6,686 units) are multi-family units, and the remaining 4.3% (1,316 units) are mobile homes. The balance of the planning area has approximately 15,152 existing dwelling aI units, of which 9,081± units represent medium to high density residential homes and 6,071± units are low density residential dwellings. Commercial lands in the General Plan study area are typified by various types of retail services, including neighborhood and community-scale retail, tourist commercial, professional office and mixed- use commercial facilities. Commercial land uses represent 2.8% (2,458± acres) of all the lands in the General Plan study area. Of this figure, approximately 8,225,261 square feet occur within the City limits, while approximately 1,635,852 square feet occur in the balance of the General Plan planning area. Lands designated as Industrial comprise approximately 1.9% (1,642± acres) of the total study area and include light industrial activities and service oriented businesses. About 3,529,318 square feet of industrial uses occur in the City, and about 6,566,931 square feet occur in the planning area. Open space lands represent about 60.6% (52,248± acres) of all lands in the City, Sphere-of-Influence and the Planning Area, which includes lands reserved for parks, conservation, conservation habitat, watercourse/flood control facilities, rural open space and mineral resources. Approximately 1,619 acres of open space land uses are in the City, while about 50,628 acres are in the planning area. Public facilities, schools and other major community facilities comprise 1.4% (1,184± acres) of the land uses in the General Plan study area. Of the 1,184± acres Public/Quasi-Public lands, 737± acres occur in the City, and 447± acres occur in the planning area. III-2 wr TN/City of Palm Desert Draft General Plan EIR irr Section III—Existing Conditions,Impacts and Mitigation Measures Land use patterns set forth in the current General Plan for the City and Riverside County are shown on Exhibit III-1. A breakdown of acreages under each land use category and projections of potential future "' development that could occur at buildout of the General Plans are provided in Table III-1. Assessment of existing development intensities in the General Plan study area reveal that development in general has occurred at more moderate densities instead of the maximum densities permitted under each land use category. Buildout estimates shown in Table-III-1, and all other land use buildout potential tables in this document, are based on the following assumptions: • Residential development is expected to occur at 75% of the maximum permissible densities. 0 Buildout of commercial lands assumes 22% lot coverage. • Buildout of industrial lands assumes 34% lot coverage. Table III-1 represents land use designations in the General Plan study area. At this time, Riverside so County has jurisdiction on land use designations occurring outside the City limits. All designations are depicted under current conditions, according to either the City or County standards for each designations. ww iYr �r �r III-3 &W iid- &d- Lumi biw4 6=W bod bmd 6wd 6md ftow wnA- ftmw- ame mall+- �.. Palm Desert General Plan I I I -__ ,r' —.� — r��.. _ I I I I Existing Legend MDJor R-d. aY Minor RwM ' '� a II I 1 ar'.a•` 'Y'''ll[ elf u. - , I T—hip/RMg.S.21... 1 I y; .L « a ' ,� I I I �� .. may'a�. aY ai•J I . I I .u'. 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' I •• _.1 •r'_ar a/ '6 .y jh .*yam W awg y aaY sly 4l as ads y ay —-- -- - - ' .rr ,t..•�fs'W 1iY �a�M'P Sii� J4yr,',W yi'. .... _ 1 , a� �� ; -I ' Exhibit -- 1-�-- -_ r r a yge'ay4Y 41i►d`ary� "-��-7� - --T-----�--- 9-------t _� HI-1 I .I� ,�wr a✓' ah.as aY' 1 Igwrdd.Colnty lnrall-Map ` ar as 4r as•ag` y, a¢-,w�.L,n. aW r: yy� I I Map varran Roar:6 _ •�a .Ir ar aYu� I l._ 4y•1 :� a3._.iyQftr�cyy,"L�..-aTi•Ij��-I-I-+4+y, __T__- __-__.�.... -__-1-_._-__ I .._ Map Prap-d 0.July 16,2003 - +ya1y.Y yc �av y� � •r, , , I Map Haparad By.Aedal llrtor don Syn- • !' a4 aK'i ar ff WiOJ`r-'�•-al.y„*` vW ad'I W aii ' air ak,eerr.=� r r �iy a. al a¢ y l as a4 r:1T I_ -�--.. .wu"7r24�_�Ait .TERRA NOVA! X s a—Lc y.,fir•y' .1/. sic a4 af�yaYa'.a.#.W ,a[" i _'A' 461 �,r-afc,W a41 .W au, I 'wis a4sit ---- - --- '--- Gana I 1 I 0 2^16 ID,a00 24.0 11 ------J----- ----I---- ---- ----- -- — — -J- wt > TN/City of Palm Desert Draft General Plan EIR Section III-Existing Conditions,Impacts and Mitigation Measures sir Table I11 -1 Existing General Plan Statistical Land Use Summary City/Sol City/Sol City/Sol Sol& Sol & SOI & &PA &PA &PA City PA City PA City PA Dev. Vacant Total Existing Existing Potential Potential Buildout Buildout Land Use Designation Acres Acres Acres Units Units Units' Units' Units Units Affordable High Density 39.3/- -/- 39.3/- �r High Density(7-18 du/ac) 257.7/- 39.8/- 297.5/- 537 - 2,339.7/ Medium Density(5-7 du/ac) 2,125.6/- 214.1/- - 8,002** 9,081** I,I24 - 9,663 15,570 Medium Density(5-8 du/ac) -/823.9 -/434.8 -/1,259 - 2,609 Medium High Density(8-14 du/ac) -/242.0 -/369.5 4612 612 - 3,880 Hillside Planned Residential (1 du/ac) 35/- 372.6/- 407.6/- 279 - Low Density 7,045.2/ 8,349.4/ to (3-5 du/ac) - 1,304.2/- 4,891 - - Very Low Density (1-3 du/ac) 104.4/- 12.9/- 117.3/- 29 - ON'N Low Density(2-5 du/ac) -/1,995.4 -/891 -/2,886 22,512* 6,071* - 3,341 27,711 12,074 Rural Mountainous(1 du/ac) -/11.6 / 131.8 -/143 99 Rural (I du/5 ac) -/1,531.8 -/9,350.2 10,882 - 1,403 Very Low Density (0.4-2 du/ac) -/532.2 -/687.1 41,219 1,219 - 1,031 Rural Village(0.4-2 du/ac) -/29 -/86A -/115 129 + 11,550.8 9,607.2/ 1,943.6/ / Residential Total 5,166.1 11,950.5 17,116.6 30,514 15,152 6,861 12,491 37,375 27,644 City/Sol City/SOI City/Sol Sol & Sol[ & SOI & &PA &PA &PA City PA City PA City PA Dev. Vacant Total Existing Existing Potential Potential Buildout Buildout Land Use Designation Acres Acres Acres S .Ft 2 S .Ft.2 S .Ft 2 S .Ft 2 S .Ft 2 S .Ft.2 Wo Commercial*** 3.3! 281.2/- 284.5/- 31,625 -2,694,796 - 2,726,420 - Core Commercial and Related Uses 211 /- 29.1/- 240.1 /-2,022,055 - 278,871 - 2,300,926 - District Commercial 84.2/- 100.1/- 184.3/- 806,905 - 959,278 - 1,766,184 - Office Professional 118.1 /- 45.7/- 163.8/- 1,131,776 - 437,952 - 1,569,728 - Regional Commercial 268.6/- 203.7/- 472.3/-2,574,048 - 1,952,098 - 4,526,145 Resort Commercial**** 173.1 /- 94.9/- 268/- 1,658,852 - 909,446 - 2,568,298 Business Park(0.25-0.60 sar) -/6.8 -/209.5 4216 216 - 65,166 -2,007,680 -2,072,846 Commercial Retail (0.2-0.35 ' sar) -/ 162.2 -/449.6 4612 612 - 1,554,395 -4,308,607 -5,863,002 Commerical Tourist(0.2- 0.35 sar) -/1.7 -/ 15.7 417 17 - 16,291 - 150,456 - 166,747 rt Commercial Total 858.3/ 754.7/ 1,613.0/ 170.7 674.8 845.5 8,225,261 1,635,852 7,232,441 6,466,743 15,457,702 8,102,595 rr III-5 Sri TN/City of Palm Desert Draft General Plan EIR Section III-Existing Conditions,Impacts and Mitigation Measures Table III - 1, Continued Existing General Plan Statistical Land Use Summary City/SOI City/SOI SOI & SOI & &PA &PA City/SOI& City PA City PA City SOI &PA Land Use Dev. Vacant PA Total Existing Existing Potential Potential Buildout Buildout Designation Acres Acres Acres Sq.Ft Z Sq.Ft z Sq.Ft? Sq.Ft Z Sq.Ft z Sq.Ft z Industrial 3.0/- 281.2/- 284.2***/- 44,431 - 4,164,684 - 4,209,116 - Service Industrial 235.3/- 25/- 260.3/- 3,484,887 - 370,260 - 3,855,147 - Light Industry(0.25 -0.60 sar) 4443.4 443.4 -/654 41,097 1,097 - 6,566,931 - 9,686,002 - 16,252,933 Industrial Total 235.3/ 306.2/ 443.4 654 544.5/1,097 3,529,318 6,566,931 4,534,944 9,686,002 8,064,263 16,252,933 Open Space 67/- 495/- 4562 562 - - - - - - Park 432.9/- 103.1/- 4536 536 - - - - - - Open Space- Conservation -/- 4526.7 526.7 4527 527 - - - - - - OS-CH Conservation -/ Habitat 4165.5 165.5 36,063.7 436229 36229 - - - - - - OS-R 300/ Recreation***** 971.2 4451.3 451.3 300/ 1,423 - - - - - - OS-RUR Rural 440.7 40.7 412,336 12,336 412,377 12,377 - - - - - - OS-W Water 48.8 8.8 464 64 473 73 - - - - - - Waterway 182.5/- 38.1 /- 220.6/- - - - - - - 982.4/ 636.21 1,618.6/ Open Space Total 1,186.2 49,441.7 50,627.9 - - - - - - Civic Center 39.6/- -/- 39.6/- - - - - - - College/University 164.2/- 210.3/- 374.5/- - - - - - - Elementary School 15.6/- /- 15.6/- - - - - - - Middle School 9.5/- -/- 9.5/- - - - - - - High School 24.3/- -/- 24.3/- - - - - - - Public Facilities 202.7/- 55.5/- 258.2/- - - - - - - Sports Complex 15.5/- -/- 15.5/- - - - - - - Public Facility(< 0.60sar) 443.2 415.9 459 - - - - - - FWY 4336.0 336.0 452.0 52.0 4388 - - - - - - Public/Quasi 471.4/ 265.8/ ag Public Total 379.2 67.9 737.2/447.1 - - - - - - 12,154.6/ 3,906.51 16,064.1/ Total Acres 7,345.6 62,788.9 70,134.5 * Includes attached and detached single-family housing units. ** Includes multi-family housing units from two to fifty-plus and mobilehomes. *** Total acreage in the North University Park planning area is 569. The designation of Commercial/Industrial is estimated to be 50% Commercial and 50%Industrial.The acreage has been divided here. ****Gross acreage under this designation is 568 acres.This misrepresents the actual land use,which consists of a 300±acres of golf course (Open Space-Recreation)and 100 acres of hotel/resort commercial. ***** Includes 300±acres removed from Commercial Resort category.See above. Assumes 75%of the total number of units possible,at maximum permitted density. 2 Assumes 22%lot coverage for commercial development,and 34%lot coverage for industrial development. III-6 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures Surrounding Land Uses A number of jurisdictions surround the General Plan study area, including the City of Rancho Mirage to the west, and a limited area under the jurisdiction of the City of Palm Springs in the southwestern portion of the General Plan study area. Lands under the jurisdiction of Riverside County occur north, south, east and west of the entire General Plan study area, while lands to the east of the General Plan study area are also under the jurisdiction of the cities of Indian Wells, Indio and La Quinta. Surrounding land uses vary widely, ranging from retail commercial and associated uses to the east and west along major arterials, to open space and very low density residential development associated with golf course resort residential and hillside development. The predominant mix of land uses to the east and west of the City corporate limits are resort residential, commercial and professional office, as well as institutional uses. Current land uses south of the General Plan study area are limited to large expanses of open space and very limited residential development. Lands to the north occur within the Joshua Tree im National Park. The General Plan study area is bordered on the north by the Colorado River Aqueduct and lands that ow occur within the Joshua Tree National Park. Lands to the east of the General Plan study area are under the jurisdiction of Riverside County and are iis designated according to the proposed land use designations in the Riverside County Draft General Plan Program EIR (August, 2002). County lands occurring north and south of Dillon Road are mostly designated as Open Space-Conservation and Open Space-Rural (1 du/40 ac), with limited lands + r designated as Rural Desert (<0.1 du/ac). Lands in Section 29, east of the Sun City residential development are designated as Open Space-Water, Medium Density residential (5-8 du/ac), Open "" Space-Recreation, Commercial Retail, and Rural Mountainous (<0.1 du/ac). The County designates lands located north of Fred Waring Drive, east of Bermuda Country Club and west of Jefferson Avenue as Low Density (2-5 du/ac). In the southern portion of the General Plan study area, large amounts of County lands occurring within the Santa Rosa Mountains and adjoining the eastern boundaries of the of City's SOI are designated as OS-Conservation Habitat. to Lands under the jurisdiction of the City of Indio also occur east of the General Plan study area. These lands, located north of Avenue 38, immediately east of Del Webb Sun City, are designated as Specific Plan 231, Open Space, and Equestrian Estates (2 du/ac). Lands south of 38' Avenue and north of 40" "W Avenue are assigned the Equestrian Estates (2 du/ac) and Country Estates (3-5 du/ac) land use designations. The City of Indio assigns the Business Park designation to lands south of 40`h Avenue and north of the I-10 freeway, including areas south of 42nd Avenue and west of Jefferson Street. to A limited amount of land, in the vicinity of the Bermuda Dunes community, under the jurisdiction of the City of La Quinta surrounds the General Plan study area to the east. These lands occur east of im Washington Street and north of Fred Waring Drive, and are designated as High Density Residential (up to 16 du/ac), Office and Community Commercial. Lands adjacent to the eastern boundaries of the General Plan study area are also under the jurisdiction of the City of Indian Wells. Lands north of Fred Waring and south of Hovley Lane, east of the City, are designated as Very Low Density (1-3 du/ac), Watercourse and Public Facility. North of State Highway III-7 rw TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures tail 111 and south of Fred Waring, abutting the eastern boundary of the City, lands are designated as Low Density (3.1-4.5 du/ac), Medium High Density (7.1-12.0 du/ac) and Community Commercial. Land uses south of State Highway 111 are primarily Very Low Density (1.0-3.0 du/ac) residential developments with Golf and Recreation land uses. Lands are also assigned the Watercourse, Open Space and Public Facility designations. Adjoining lands south of the General Plan study area are under the jurisdiction of Riverside County and the City of Indian Wells. According to the Riverside County Draft General Plan Program EIR (August 2002), current land uses south of the Palm Desert General Plan study area are limited to large expanses of open space and very limited residential development. Lands under the jurisdiction of the County of Riverside are designated Open Space-Conservation Habitat with some lands assigned to Rural Residential (<0.2 du/ac). Land south of the Bermuda Dunes Country Club, in Section 18, is designated as Low Density Residential (2-5 du/ac). Other lands contiguous to the southern boundaries of the General Plan study area, in general south of Hovley Lane, are under the jurisdiction of the City of Indian Wells. South of Hovley Lane, the majority of lands adjacent to Palm Desert are assigned Very Low Density Residential (1.0-3.0 du/ac). Lands occurring south of Fred Waring Drive and north of State Highway 111, are designated as Low Density Residential (3.1-4.5 du/ac) and Medium High Density Residential (7.1-12.0 du/ac). South of Fairway Drive and north of Haystack Road, land uses include Very Low Density (1.0-3.0 du/ac) residential developments with Golf and Recreation land uses. South of Fred Waring and west of Washington Street, lands are assigned the Golf and Recreation land use designation. Lands immediately west of the General Plan study area and north of the I-10 Freeway are under the jurisdiction of Riverside County. The County lands are designated as Open Space and consist of limited areas for community development, including High Density (14-20 du/acre), Medium High Density (8-14 du/ac), Rural Residential (<0.2 du/ac) and Light Industrial. Lands south of the I-10 freeway and in general west of Monterey Avenue are under the jurisdiction of City of Rancho Mirage and represent mixed uses. Surrounding land uses range from retail commercial and associated uses to the west along Monterey Avenue, to open space and very low density residential development associated with golf course resort residential and hillside development. The majority of r these lands are designated for residential development, which includes High Density (9 du/acre), Medium Density (5 du/ac), Low Density (ranging from 2 to 3 du/acre) and Residential Estate (1 du/ac). Other adjacent land uses under the City of Rancho Mirage's jurisdiction include Light Industrial, Community and Neighborhood Commercial, Office and Mixed Use (Commercial/Office/Residential). Institutional designations representing an existing private school and a utility substation are located on Clancy Lane and Monterey Avenue. Limited development along the foothills of the Santa Rosa Mountains is designated as Hillside Reserve (1 du/640 acres), while Section 24 in the Santa Rosa Mountains is assigned the Open Space-Mountain Reserve designation. The majority of the lands west of the City's Sphere-of-Influence occur within the Santa Rosa Mountains, under the jurisdiction of the County of Riverside. These lands are designated as Open Space with a limited portion designated as Rural Residential (<.02 du/ac). Section 15, Township 6 South, Range 5 East is under the jurisdiction of the City Palm Springs and occurs within the boundaries of the City's Palm Hills Specific Plan PH-3.' ' "City of Palm Springs General Plan,Land Use map,"prepared by Smith,Peroni&Fox.Adopted March 3, 1993_ III-8 rr+ TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures aw 2. Project Impacts o" The Preferred Alternative Land Use Plan is represented in Exhibit III-2. Analysis of the land use impacts associated with the adoption and implementation of the Preferred Alternative Land Use Map is provided am in the following discussion. Residential Land Uses ow The Preferred Alternative provides approximately 41,365± acres for residential development. In comparison to the current General Plan, which provides 28,667± acres for residential development, the Preferred Alternative represents a 44.2% increase, or about 12,697± acres more than the current General 60 Plan. The difference is a direct consequence of land use designation amendments to areas primarily in the southern sphere-of influence and northern portion of the General Plan study area. Lands that were designated as Open Space-Rural (1 du/40 acres) under the current General Plan were converted to WN Desert Estates (1 du/10 acres), a residential land use designation, in the Preferred Alternative. It should be noted that existing development in the study area does not reflect development at maximum densities permitted. In order to estimate future buildout units in the General Plan study area, it has been presumed aw that residential development will occur at 75% of the maximum densities permitted. Under the Preferred Alternative, there are about 25,625± acres of vacant residential lands in the General Plan study area. At 75% of the maximum densities permitted, the lands could accommodate an additional 33,627±dwelling do units. This figure represents 8,612± new units in the City, and 25,016±new units in the planning area. Buildout of the proposed General Plan is anticipated to generate a total of approximately 79,294 WW dwelling units, including existing and potential units. The current General Plan estimates approximately 65,018 dwelling units. Therefore, the proposed General Plan will result in an increase of about 14,276 dwelling units a (1,750± units in the City, and 12,524± units in the planning area) or about 21.9% over the number of units provided under the current General Plan. Again, this is primarily due to added lands in the City's SOI and Planning Area. aw III-9 err TN/City of Palm Desert Draft General Plan EIR Section III-Existing Conditions,Impacts and Mitigation Measures Table III-2 Preferred Alternative: City & Unincorporated Areas Residential Land Use Buildout Statistical Summary city/soI& City/SOI &PA City/SOI&PA City/SOI&PA PA City/SOI &PA City/SOI&PA Land Use Designation Dev.Acres Vacant Acres Total Acres Existing Units Potential Units' Buildout Units R-DE Desert Estates(0-1 du/10ac) 441 41 411,340 11,340 411,380 11,380 -/850 R-HR Residential Hillside 22,512*/ Reserve(0-1 du/5 ac) 109/1,572 480/9,331 589/10,903 6,071* 72/1,400 24,905/14,261 R-L Low Density Residential(0-4 du/ac) 7,871/4,073 774/1,980 8,645/6,053 2,321/5,940 R-M Medium Density 8,002**/ Residential(4-10 du/ac) 1,303/147 333/262 1,636/409 9,081** 2,498/1,968 14,220/25,907 R-Il High Density Residential(10-22 du/ac) 304/320 225/901 530/1,221 3,721/14,858 30,514/ Total Residential 9,587/6,153 1,812/23,813 11,399/29,966 15,152 8,611/25,016 39,125/40,168 * Includes attached and detached single-family housing units. ** Includes multi-family housing units from two to fifty-plus and mobilehomes. ' Assumes 75%of the total number of units possible,at maximum permitted density. The Preferred Alternative intends to provide a balanced mix of housing products that thoughtfully respond to the demands and opportunities associated with the City's strength as a retail commercial center and major destination and residential resort community. Existing and proposed high-density residential developments are strategically located in areas adjacent or nearby commercial, industrial and business park developments to provide residents convenient access to professional and commercial services. Medium density residential development both existing and proposed are integrated in areas of low and high residential densities, and commercial and industrial developments. Residential Land Use Changes in the City Under the Preferred Alternative, expanses of vacant lands available for coordinated master planning and development located in the northern most part of the City are referred to as the University Park Planning Area. The University Park planning area consists of approximately 2,075 acres located west of the eastern terminus of Gerald Ford Drive, north of Frank Sinatra Drive, east of Monterey Avenue and south of the Union Pacific/I-10 corridor. Land use designations in the University Park planning area include residential, commercial, resort, business park and institutional. Current development activity in this area includes the recent completion of the new California State University campus on Cook Street and a branch of the University of California-Riverside Gary Anderson Graduate School of Business. Important opportunities for commercial synergies are anticipated with the Buildout of the university campus, and related facilities. Essentially, the University Park planning intends to provide a balanced distribution of complementary land uses where commercial and business park development provides convenient shopping and employment opportunities, but buffers local residents from noise and traffic associated with nearby arterial roads and the Union Pacific Railroad. Higher density developments are potentially susceptible to exterior noise levels that could result in significant impacts on residents if not adequately mitigated. These concerns are further discussed in Section III-I, Noise. III-10 TN/City of Palm Desert Draft General Plan EIR Section I1I—Existing Conditions,Impacts and Mitigation Measures a' Furthermore, in the vicinity east of Portola Avenue, south of the Whitewater River, west of Cook Street and north of Fred Waring Drive, land use amendments include a reduction in residential land use density, from Medium Density (5-7 du/acre) to Low Density (0-4 du/acre). Residential Land Use Changes in the Planning Area Under the Preferred Alternative, low density residential development continues to dominate the land uses in the General Plan study area. In the remote locations of the General Plan study area, such as the Santa Rosa Mountains, where development is permitted, at least five to ten acres are required per residential structure. The same requirements apply to residential development in the vicinity of Sky Valley. Other changes to residential land uses in the planning area encompass Very Low Density (0.4-2 du/acre) residential land uses, under the existing General Plan, being converted to Low Density (2-5 r du/acre) residential land uses in the proposed General Plan. This particular change occurs in the vicinities of the Bermuda Dunes and Thousand Palms communities, as well as in the City's sphere-of- influence. The proposed land use designations and densities of the Preferred Alternative appear to be compatible with current or planned land uses established by adjacent jurisdictions. Overall, adoption and implementation of the Preferred Alternative Land Use Map will not result in significant land use incompatibilities. A discussion of the number of housing units generated by the Preferred Alternative, and compared to the number of jobs created, is included in Section III-L, Socio-Economic Resources. Commercial Land Uses Table III-3 provides a breakdown of the commercial acreage in the General Plan study area. The estimated potential commercial development during buildout of the proposed General Plan is based on assumptions that commercial development will occur at 22% building coverage. The proposed General Plan includes changes to several commercial land use designations. The current General Plan designates 2,458± acres for commercial development in the study area (1,613± acres in the City, and 845.5± acres in the planning area), while the Preferred Alternative proposes a total of 2,139± ow acres (1,476± acres in the City, and 663± acres in the planning area), which represents a decrease of 319± acres, or 12.9% fewer acres than the current General Plan. 60 Commercial Land Use Changes in the City In general, commercial land use changes in the City consist of a decrease in acreages resulting from the NO conversion of commercial lands to industrial uses located immediately east of Monterey Avenue and south of the Union Pacific Railroad/I-10 corridor. In the south half of Section 29, lands previously designated as Commercial/Industrial, under the Current General Plan, are designated as Medium and High density residential under the Preferred Alternative. In addition, a decrease also occurs in commercial lands located at the southwest corner of Gerald Ford Drive and Cook Street. At the southeast corner of Portola Avenue and Gerald Ford Drive, approximately 35 acres of commercial lands were replaced by public/quasi public lands for the development of future school facilities. Commercial Land Use Changes in the Planning Area Commercial land use amendments in the remainder of the planning area includes conversion of a limited area of commercial land uses located north of the I-10 Freeway, approximately 1 mile west of Washington Street to high density residential land use. r III-11 rir TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures In order to take advantage of the gateway function and drive-by market opportunities associated within the City's roadway network, commercial land uses occur in key locations such as Highway 111, the El + Pasco corridor and lands along north and south of the U.S. Interstate-10 freeway. Furthermore, opportunities remain in the General Plan study area for additional hotel and timeshare development, which in turn generates revenues in the form of Transient Occupancy Tax (TOT) and sales tax from the + ► expandable discretionary spending by visitors. Table III-3 Preferred Alternative: City Limits and Unincorporated Areas Commercial Land Use Buildout Statistical Summary City/Sol City/Sol City/Sol &PA & PA & PA Commercial Dev. Vacant Total City/SOI &PA City/SOI&PA City/SOI &PA Total Designation Acres Acres Acres Existing S .Ft. Future S .Ft. S .Ft. C-C Community Commercial 64120 88/4 151 /24 611,039/ 194,539 839,522/34,500 1,450,561 /229,038 C-G General Commercial 2271143 117/496 344/639 2,172,800/ 1,369,439 1,120,402/4,756,142 3,293,202/6,125,581 C-N Neighborhood Commercial -/- 11 /- 11 /- / 101,492/- 101,492/- C-OP Office Professional 116/- 54/- 170/- 1,109,477/- 520,423/- 1,629,900/- Sri C-R Regional Commercial 268/- 203/- 471 /- 2,566,629/- 1,946,584/- 4,513,213/- C-RS Resort Commercial 211 /- 1 I9/- 329/- 2,017,302/- 1,137,946/- 3,155,248/- Commercial Total 8851163 591/500 1,476/663 8,477,248/1,563,978 5,666,368/4,790,642 14,143,616/6,354,620 i Assumes 22%lot coverage for commercial development. Industrial Land Uses Table III-4 describes the total acreage and industrial development potential of the proposed General Plan. It is presumed that industrial development will result in 34% lot coverage, which includes buildings, parking lots, loading and storage areas, and other ancillary structures. The current General Plan provides 1,642± acres for industrial development (545± acres in the City, and 1,097± acres in the planning area), while the Preferred Alternative provides 1,850± acres for the same designation (555± acres in the City, and 1,295± acres in the planning area). The Preferred Alternative increases the total amount of industrial land uses by 208± acres or 12.6% more than the current General Plan. Under the Current General Plan and Preferred Alternative, industrial land uses occur primarily north and south of the Interstate-10 freeway and areas immediately east of Rio del Sol (Bob Hope extended). Business park development has occurred within the City's "industrial" area east and west of Cook Street, and by the Whitewater River on the south and Hovley Lane on the north. The Preferred Alternative makes no provision for the development of"heavy"industries in the General Plan study area. III-12 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures Changes in Industrial Land Uses in the City The Preferred Alternative includes changes in the industrial land uses in the City. An increase in industrial acreages had resulted from conversion of land uses from commercial to industrial uses on lands located immediately east of Monterey Avenue and south of the Union Pacific Railroad/I-10 corridor. Changes in Industrial Land Uses in the-Planning Area The Preferred Alternative consists of lands located north of the I-10, approximately 1 mile west of ow Washington Street previously designated as medium high-density residential, which were converted to industrial land uses. Table III-4 Preferred Alternative: City Limits and Unincorporated Areas _ Industrial Land Use Buildout Statistical Summary City/SOI City/SOI &PA &PA City/SOI & Industrial Dev. Vacant PA Total City/SOI&PA City/SO] &PA City/SOI &PA Total Designations Acres Acres Acres ExistingS .Ft. Future S .Ft. S .Ft. B-P Business Park 243/21 313/ 173 555/194 3,594,339/313,980 4,628,374/2,562,199 8,222,713/2,876,180 40' I-L Light Industrial 4443 443 4658 658 41,100 1,100 -/6,555,083 -/9,742,281 -/ 16,297,364 Industrial Total 243/464 313/831 555/1 95 3 594 339/6 869 064 4 628 74/12 304 480 8 222 713/19173 544 . Assumes 34%lot coverage for industrial development. Public/Quasi-Public Land Uses Table III-5 shows the amount of lands allocated for Public/Quasi-Public land uses under the proposed General Plan. Public/quasi-public refer to lands that accommodate a wide range of public service facilities, including civic centers, schools, police and fire stations, hospitals, utility substations and freeways. Under the current General Plan, approximately 1,184± acres are designated for the land uses mentioned above (737.2± acres in the City, and 447.1± acres in the planning area). The Preferred Alternative Plan assigns 1,225± acres as Public/Quasi Public land uses (775± acres in the City, and 450± acres in the planning area). This number represents 3.4% (41± acres) more than the current General Plan. The public/quasi- public lands are scattered throughout the General PIan study area. irr ar III-13 ilrr TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures Table III-5 Preferred Alternative: City Limits and Unincorporated Areas ni Public/Quasi-Public Lands Statistical Summary City/SOI City/SOI & City/SOI & & PA Dev. PA Vacant PA Total Acres Acres Acres P/CC Civic Center 40/ - -/ - 40/- P/S Schools 206/ - 275 /- 481 /- PF Public, Quasi-Public Facilities 213 / 42 41 / 16 254/ 58 FWY Freeway 4337 337 455 55 4392 392 Total Public/Quasi Public 459/379 316/71 775/450 4 Open Space Land Uses Open space land use designations represent lands that are preserved for outdoor recreation, including parks and golf courses, and is also assigned to lands that warrant protection due to their outstanding scenic, biological, historical and cultural value. Open space designations may refer to lands intended to protect public health and safety, such as floodways, earthquake fault zones and floodplains. Table III-6 provides a breakdown of the Open Space land use designations by type and acreage. Under the current General Plan, approximately 52,248 acres account for Open Space land uses (1,619± acres in the City, and 50,628± in the planning area, while. the Preferred Alternative provides approximately 39,621 acres of Open Space lands (1,860± acres in the City, and 37,761± acres in the planning area). This figure represents a 24% decrease, or about 12,627 acres less than the current General Plan. Changes to Open Space Land Uses in the City The Preferred Alternative land use pattern in the University Park planning area provides for open space lands for parks and public reserves. Under the existing General Plan, the said University Park planning area does not provide for any open space land uses. In the existing General Plan, Resort Commercial lands located between Cook Street and Portola Avenue and south of Country Club Drive, are designated to as open space for private uses. Changes to Open Space Land Uses in the Planning Area Changes to Open Space land uses in the Preferred Alternative primarily occur in the planning area. Approximately 11,380 acres originally designated as Open Space-Rural (1 du/40 acres) under the current General Plan were converted to Desert Estates (1 du/10 acres), a residential land use designation, in the Preferred Alternative. The majority of lands within the General Plan Sphere-of-Influence and Planning Area are designated as Open Space-Public Reserves. The City's sphere-of-influence includes lands in the Santa Rosa 66 Mountains. In October 2000, the U.S. Congress and the President established the San Jacinto and Santa Rosa Mountains National Monument. The U.S. Departments of Agriculture and the Interior have developed a management plan to protect and conserve federal lands within the Monument. III-14 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures Open space lands located north of the City limits and in the planning area portion of the General Plan study area, include lands proposed for conservation. These lands refer to the Coachella Valley Preserve, located east of the Thousand Palms community, and the Willow Hole/Edom Hill Preserve located on the west end of Edom Hill, immediately east of Mountain View Road and north of Varner Road. While both preserves were establish mainly to assure long-term viable habitat for the federally threatened Coachella io Valley fringe-toed lizard, these areas are also host to a wide variety of plant and animal communities. The Preferred Alternative preserves these areas for Open Space in perpetuity. Table III-6 Preferred Alternative: City Limits and Unincorporated Areas Open Space Lands Statistical Summary City/SOI City/SOI & City/SOI & & PA Dev. PA Vacant PA Total Open Space Designation Acres Acres Acres OS/FW Floodways 214/ 9 37 /67 251 /76 oS/PP Public Parks 501 /- 294/ - 795 / - OS/PR Public Reserve 7 / 166 544 / 36,944 551 / 37,110 OS/PV Private Open Space 263/ 13 - / 563 263 / 575 Total Open Space 984/ 187 875/37,574 1,860/37,761 rr i aw III-15 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures Summary of Impacts Impacts to the City of Palm Desert and adjacent land uses associated with the adoption and implementation of the proposed General Plan are not anticipated to be significant. The proposed land use plan incorporates a mix of land uses thoughtfully developed to be compatible with one another and with the surrounding environment. Spatial organization of the lands within the Genera] Plan study area involved logical transition of adjoining residential densities from areas of lower to higher densities. The proposed land use plan recognizes the need to insulate sensitive land uses (residences, schools, etc.) from areas of transportation noise by establishing a buffer of less sensitive uses, such as the business park buffer between residential areas and the Interstate-10/Union Pacific corridor. High-density residential areas occur in close proximity to commercial developments and major roads for convenient transportation access. The University Park planning area provides complimentary land uses located close to commercial and business park development that can provide convenient shopping and employment opportunities, but buffer local residents from noise and traffic associated with nearby arterial roads and the Union Pacific Railroad. The Plan is also responsive to the need to preserve the Santa Rosa Mountains and other conservation areas as undeveloped open spaces. In general, the proposed General Plan will increase the number of housing units in the City, by providing additional lands for high and medium residential density development. The housing increase is expected to be primarily generated in the University Park planning area. The proposed General Plan 40 also demonstrates increases in industrial, open space, and public/quasi-public acreages and shows a reduction in commercial acreages. 60 The proposed General Plan constitutes a considerable increase in the number of housing structures in the planning area. Additional homes will result from conversion of Open Space-Rural (1 du/40 acre), under the existing General Plan, to Desert Estates (1 du/10 acre) in the proposed General Plan. Other residential increases will result from proposed lands for medium to high density development, primarily ` located north of the I-10 freeway. The proposed General Plan also results in the decrease of co industrial and open space acreages. However, it will slightly increase public/quasi-public acreages?ercial, 3• Mitigation Measures No significant land use incompatibilities are anticipated to result from the adoption and implementation of the proposed Palm Desert General Plan, and mitigation measures are not necessary to address this area of concern. The General Plan incorporates a wide range of policies and programs, implementation W of which will address land use compatibility issues as they arise. However, in order to assure that potential changes in land use are adequately assessed, the following mitigation measures shall be implemented. �r A. Individual proposed projects, especially those involving a mix of residential and other uses, as well as those located nearby or adjacent to sensitive lands or uses, shall be fully evaluated during 00 the project review process to assure that all land use compatibility issues are addressed and mitigated. +rr III-17 TN/City of Palm Desert 10 Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures B. The City shall require a noise impact assessment and mitigation plan which minimizes impacts to outdoor living space and assures a maximum interior noise level of 45 CNEL, from all future residential development occurring on lands within an existing 65 dBA or higher noise contour. r Mitigation Monitoring/Reporting Program �i A. The City shall identify potential adverse of unacceptable noise exposures, evaluate and assure the effectiveness of proposed mitigation programs, and assure construction is in accordance with approved noise mitigation plans. Said plan shall be approved by the Community Development lei Department as part of its review, and the effectiveness of the proposed mitigation program shall be demonstrated as part of the Building Department's inspection process. Results shall be recorded and maintained with building inspection records. Responsible Parties: City Community Development and Building Departments B. Traffic/Circulation Introduction In conjunction with the preparation of the Draft General Plan, a region-based, City/study area-focused traffic study was also prepared.2 A wide variety of data were assembled to measure existing traffic conditions on the various roadways studied. A focused version of the CVATS Traffic Model was used to analyse existing conditions and to project future conditions for the Preferred Alternative General Plan, as well as for the current General Plan and two other alternative plans. The following discussion provides some essential background information to facilitate a better understanding of the analysis, which follows. Levels of Service The capacity of a segment of roadway or an intersection is typically characterized as "Level- of- Service". As gauged for mid-block travel, Level-of-Service (LOS) is a qualitative measure describing vai the character and efficiency of the flow of traffic. For intersections, the LOS is defined quantitatively, as the number of seconds the vehicle is delayed in passing through the intersection. LOS includes a range of alphabetical connotations "A" through "F", used to characterize roadway operating conditions. LOS A represents the best/free-flow conditions and LOS F indicates the worst/system failure. Intersections represent the most constrained portion of the roadway network. The Highway Capacity Manual expresses the Level of Service at an intersection in terms of delay or waiting time to get through the various intersection approaches. For signalized intersections, average total delay per vehicle is used to determine the LOS. Intersection LOS is defined quantitatively in Table III-7 below. A more detailed discussion of LOS values can be found in the General Plan Traffic Study in the EIR Technical Appendices. Mid-block Levels of Service are represented as volume to capacity ratios, or vehicle demand divided by roadway capacity. In general terms, as the ratio approaches 1.00 or maximum capacity, the roadway approaches LOS F. However, it is important to keep in mind that for mid-block, the LOS is meant to 2 Palm Desert General Plan Update Traffic Study.Prepared by Urban Crossroads,Inc.September 5,2003. III-18 io TN/City of Palm Desert Draft General Plan EIR 166 Section III—Existing Conditions,Impacts and Mitigation Measures define a qualitative rather than a quantitative measure of operation. The LOS assignment is only marginally useful in characterizing capacity, and is not meant to determine actual volumes that a particular roadway segment can carry. Mid-block volumes and volume to capacity ratios (V/C) should be used as a means of monitoring traffic flows toward the intersections and can inform traffic engineers of areas where further analysis is warranted. " A variety of conditions and mix of improvements can enhance mid-block roadway capacity. Added travel and turning lanes increase capacity, as do the inclusion of raised medians and restricted access on a roadway. Restricted access and raised medians increase roadway capacity by reducing the number of vehicle conflict points and improving traffic flows. Restricted access avoids loss of capacity caused by interruptions and disruptions to traffic flow resulting from vehicles coming onto or leaving the roadway. sir Table III-7 Level Of Service Description Mid-Link and Uninterrupted Flow Level of Service Volume/Capacity Quality of Traffic Flow 66 Ratio A Free flowing, low volumes, high speed; speed not restricted by No other vehicles in the traffic stream. 0.00 -0.60 B Operating speeds and maneuverability in the range of stable flow, but presence by other traffic begins to be noticeable. Freedom to to select desired speeds is relatively unaffected, but there is a slight decline in the freedom to maneuver. 0.61 -0.70 ib C Operating speeds and maneuverability significantly controlled by other traffic Quality of operations still within the range of stable flow. 0.71 -0.80 D Tolerable operating speeds, high traffic density but stable flows; often used as design standard in urban areas. At this level, speed and freedom to maneuver are severely restricted. Drivers experience general discomfort and inconvenience. 0.81 -0.90 of E At or near maximum traffic volume a roadway can accommodate during peak traffic periods. Low speed but uniform traffic density. "Maximum Capacity". Highly susceptible to breakdowns in flow. 0.91 - 1.00 ON F System failure; long queues of traffic; unstable flows; stoppages of Not Meaningful long duration; traffic volume and speed can drop to zero; traffic r60 volume will be Iess than the volume which occurs at Level of Service E. Source: Highway Capacity Manual, Transportation Research Board - Special Report 209,National *0 Academy of Science, Washington, D.C. 1997. III-19 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures t Table III-8 Level Of Service Descriptions Signalized Intersections Level of Service Average Total Delay Per Vehicle (Seconds) A 0 to 10.00 B 10.01 to 20.00 C 20.01 to 35.00 D 35.01 to 55.00 E 55.01 to 80.00 F 80.01 and up The following table describes the various capacity values assigned for differing roadway sizes and levels of service. Capacity is generally defined as the number of vehicles that may pass over a section of [ti roadway in a given time period under prevailing conditions. However, capacities of roadways are most restricted by intersection design and operation, which are discussed further below. Typically, the PM peak hour is the heaviest traffic flow of the day. It should be noted that in the planning area the peak hour operations are spread across a greater time period. Table III-9 Level of Service Volumes/Capacity Values (Average Daily Trips - ADT) Facility A B C D E Type (60%) (70%) (80%) (90%) (100%) 2-1-ane 8,400 9,800 11,200 12,600 14,000 2-1-ane (w/Ctr. Median) 9,600 11,200 12,800 14,400 16,000 3-1-ane (w/Ctr. Median) 14,400 16,800 14,200 21,600 24,000 4-Lane (w/Ctr. Median) 19,200 22,400 25,600 28,800 32,000 5-Lane (w/Ctr. Median) 25,200 29,400 33,600 37,800 42,000 6-Lane (w/Ctr.Median) 31,200 36,400 41,600 46,800 52,000 Source: Palm Desert Comprehensive General Plan Traffic Report. September 2003. Regional and Local Traffic Model As.noted in the introduction to this discussion, the Palm Desert General Plan Traffic Model is a pure focused version of the Coachella Valley Area Transportation Study (CVATS) model, providing a more detailed structure of transportation analysis zones and a more detailed roadway network within the planning area boundaries. The CVATS model was developed by the Southern California Association of Governments (SCAG) and is based upon the TRANPLAN software model. CVATS is a large area network model developed for regional transportation planning. It breaks the Valley study area into relatively large zones (see Zone System, below), and uses a generalized land use designation system and trip generation/distribution/assignment procedures. The Palm Desert Traffic Model, however, benefits from the application of extended refinements built largely on the analysis of other General Plans, which extend across much of the Coachella Valley III-20 1W TN/City of Palm Desert Draft Section III—Existing Conditions,Impacts and General Mitigat Mitigatio Plan n Measures � Zone and Network System The traffic model divides the planning area into a total of 331 analysis zones, following CVATS zone boundaries, General Plan land use boundaries, digital street centerlines and other GIS data, thereby greatly increasing the detail of the analysis. Traffic volumes have been generated for each TAZ based upon the mix and acreage of each land use in each TAZ, with land uses being factored into the model as either trip "productions" or"attractions". Trip Generation Vehicle trips generated within each of the 331 analysis zones are based on land use data on existinguses and proposed uses as shown on the General Plan land use maps. The breaks down land uses into 13 variables, ranging from very low density residential o commercial,eSrc al,a ndust al and institutional uses. A total of 15 land use categories were used in the traffic analysis, including one for public utilities and one for open space lands. The CVAG CVATS model was used to derive the average trip generation rates per the various land uses, and were modified for City-specific application. Daily trip rates and percentages are derived from the CVAG 1995 Origin and Destination Survey data, as well as from trip generation data from the 1997 CVATS model validation. Trip Distribution and Traffic Assignment The City and planning area have been broken down into analysis zones, the trip generation for each is calculated, and the trip distribution and assignment functions of the City traffic model are applied. This next step involves providing a general directional distribution of these trips and then finally assigning r them to specific streets. As mentioned above, trips are either attractions or productions; that is, they are either drawing trips into an analysis zone or are exporting trips. Typically, this distribution of trips is accomplished using a "gravity distribution model", based on the formula that the distribution of trips is proportional to the "attractiveness" of the land use and the distance (or travel time) from the point of tri production. Each type of trip purpose has its own specific travel time distribution function or curve. p Traffic is assigned to the roadway network over four distinct time periods, including AM peak, Mid-da PM peak and Nighttime. Traffic assignment involves the specific route paths of the various trip interchanges between analysis zones identified in the trip distributi non process. The end result forecasts of daily traffic volumes yield the aggregate assignment of trips to roadways between and connecting analysis zones throughout the City and study area. g District-Based Productions and Attractions Analysis There is another important component of trip generation. That is the characterization and analysis of trip Production and attractions, typically referred to as trip purposes. There are 5 separate trip pu oses used in the course of the Palm Desert General Plan Traffic Study modeling. They include: 1 H me Based Work (HBW), 2) Home Based Social/Recreational (HBSR), 3) Home Based Shopping/Personal Business (HBSHPB), 4) Home Based School (HBSCH), and 5)Non Home Based (NHM). A description of the purposes is provided below. A more generalized aggregation of trip purposes traditionally divides trips into Home-Based Work, Home-Based Non-Work, and Non-Home Based. The following discussion follows this convention. III-21 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures l Home-Based Work (HBW) Home-based work trips refer to any trip where either the origin or destination end is at the home of the traveler, and the other end is at the workplace of the traveler. A home-based work trip starts or ends at the residence of the worker, who goes directly to or from the workplace. HBW trips are a significant trip type category because of their relative importance in terms of both number of trips and the characteristics of the trips. Home-based work trips typically comprise almost half of A.M. peak hour trips and approximately 20 percent of all daily trips. In addition, home-based work trips are typically longer than any other commonly used trip purpose, so they contribute more to the overall vehicle miles of travel which occur. Home-Based Non-Work Home-based non-work trips include anything other than HBW trips where one trip-end is at the residence of the traveler. We have separated these trips into three other categories; home-based social/recreational (HBSR), home-based shopping/personal business (HBSHPB), and home-based school (HBSCH). These trips are typically shorter on average than the HBW trips. About 45 percent of the tips made in an urban area on a daily basis fall into these purposes •Home-Based Social/Recreational (HBSR): These trips are those, which start or end at the residence of the traveler and go directly to or from the social or recreational area of interest. This category captures trips related to such activities as dining and entertainment. WJ •Home-Based Shopping/Personal Business (HBSHPB): HBSHPB trips are again trips which start or end at the residence of the traveler and go directly to or from a shopping center or other location where 14 shopping is available. Shopping is defined as the purchase of material goods of one sort or another, and can be anything from groceries to clothing to sporting equipment. HPSHPB also serve as a category for I trips of personal business, such as a trip to the post office. iA •Home-Based School (HBSCH): These trips also start or end at the residence of the traveler and go to or from a school or place of learning. Theses locations may include elementary schools, high schools, ig colleges and universities,etc. • Non-Home Based (NHB): Every trip that does not have one trip-end at the residence of the traveler is included in this category. Examples of trips that fall into this category include trips from school to work, or from the work place to a shopping center. About 35% of the trips that occur in an urban area on a daily basis are included in this trip purpose category. These trips also tend to be shorter in general then the HBW type trips. 1. Existing Conditions Within the urbanized and developing areas of the City and planning area (ca 2003), the roadway network has been constructed and conveying traffic. The following briefly discusses the major regional 19 and local roadways serving the planning area, as well as conditions at major intersections within the City. While Levels of Service for roadway links or segments are discussed, Levels of Service at intersections are a more meaningful measure of actual roadway operating conditions. The tables that follow provide additional information on roadway link and intersection conditions in the City and General Plan study area. It should also be kept in mind that operating conditions are gauged against current and not ultimate levels of street and intersection improvements. III-22 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures i Regional Roadways State Highway 11I and U.S. Interstate-10 are the two primary regional routes'connecting the City to the rest of the Coachella Valley. State Highway I I I begins at its juncture with Interstate-10 several mile west of Palm Springs and extends southeast to Brawley in the Imperial Valley. Interstate-10 connects the Los Angeles region with Arizona and other cities and states to the east. State Highway 74 extends south and west from Highway I I I to the mountain communities in the Santa Rosa and San Jacinto and western Riverside County. Together, these three important roadways provide regional,interstate and international connections for the City and the Coachella Valley. Each of these regional facilities is briefly discussed below. State Highway 111 State Highway I I I has been built along the old Bradshaw Trail, which extended along the base of the Santa Rosa Mountains. The trail was originally an Indian trade route and was revealed by the Maricopa Indians to the Europeans in 1821. In 1862, the trail was "discovered"by William David Bradshaw as the shortest route between the California coast and gold mines near the Colorado River, and it became known as the Bradshaw Trail (see Cultural Resources discussion in Sections 1I-1 and III-G). While still holding its state highway status, this roadway has become more i serving the Iocal cities. Some through mportant as an intra-regional connector -traffic appears to have moved north to I-10, in response to congestion along Highway 111. In the City, most portions of this roadway have already been improved wo to its ultimate six-lanes divided design standard. Operating condition on Highway I I I range from LOS A between San Pablo and San Luis Rey to LOS E on the east end of the City. 60 Highway 74 Highway 74 extends from its intersection with Highway 111 and connects the valley with communities in the Santa Rosa and San Jacinto Mountains, as well as southwestern Riverside and northern San Diego Counties. Within the City, this highway provides two travel lanes in each direction, with a striped center median to facilitate turning movements. Highway 74 right-of-way is variable near the City's southern limits, where it becomes a two-lane mountain route with limited passing lanes and turn-outs where the road passes through the mountains. The currently most congested portion of this road is between Highway I I and El Paseo, which is operating at LOS C. U.S. Interstate-10 Interstate-10 is currently built as a six to eight-lane divided freeway accessed from both loop and diamond interchanges spaced a minimum of one mile apart. I-10 provides essential inter-city and inter- ift regional access and is also a critical part of the local road network moving people and goods into and out of the Valley. Direct City access to I-10 is currently provided through interchanges with Ramon Road (and Bob Hope Drive in the future), Monterey Avenue, Cook Street and Washington Street. Link volumes on I-10 in the study area are currently operating at LOS A and B. Local Major Roadways " The City has developed and maintains an extensive arterial roadway network which i n addregional facilities serving the community, also serves both Iocal and inter-city traffic. The the ion oroad network has been built essentially along a north-south grid, with interconnections with major arterials passing through adjacent jurisdictions. The location of trip attractors along these roads or the convenience they provide in traversing through the City varies with each road. III-23 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures Frank Sinatra Drive Frank Sinatra Drive is an existing east-west roadway designated as an "Arterial Street" on the City General Plan, within a variable 100 to 138 foot right-of-way. This roadway is currently improved to provide two lanes in each direction, separated by a median island, while east of El Dorado Street one travel lane is provided in each direction. On its west end, Frank Sinatra Drive terminates at Highway 111 in Rancho Mirage, and turns into Tamarisk Row east of El Dorado Drive. All links of Frank Sinatra Drive are currently operating at LOS A. Portola Avenue Portola Avenue is an existing north-south roadway designated as a "Major Thoroughfare" on the City General Plan, with a 100 to 120 foot right-of-way. That portion occurring north of Country Club Dive is currently improved to provide two lanes in each direction, separated by a median island. Plans call for the extension of Portola Avenue north and the construction of an interchange with Interstate-10. All link on Portola Avenue are currently operating at LOS A and B. Cook Street Cook Street is an existing four-lane, median island divided roadway, which extends south from the Cook Streetllnterstate-10 interchange. Cook Street is designated as an "Arterial Street" on the City General Plan with a variable 110-146 foot right-of-way. This roadway provides important freeway access into the City's Cook Street business park district and will be a primary access to the new Palm Desert Campus of the California State University. Most links of Cook Street are operating at LOA A and B, with the exception of the link between Hovley Lane and Fred Waring Drive, (LOS C) and the link between Country Club Drive and Hovley Lane (LOS D). Monterey Avenue Monterey Avenue is a six-lane roadway north of Dinah Shore Drive and a four-lane roadway to the south. Monterey Avenue is designated as an Arterial Street with a variable 110-138 foot right-of-way north of Dinah Shore Drive and an Arterial Street (100-120 foot wide right-of-way) south of Dinah Shore. Monterey Avenue serves as the primary gateway to the City from Interstate-10, and also serves IJ the community of Thousand Palms, extending north to Ramon Road. Most links of Monterey Avenue are operating at LOS C or better, with the exception of the link between Country Club Drive and Parkview Drive (LOS D) and between Dinah Shore Drive and Gerald Ford Drive (LOS F). Dinah Shore Drive Dinah Shore Drive is an east-west road currently (2002) providing full improvements west of Monterey Avenue, and limited improvement east of this road. Dinah Shore Drive is designated as an Arterial Street, and continues west as a segment of the Mid-Valley Parkway to become Mesquite Road and provide express access to the Palm Springs International Airport. East of Monterey Avenue, Dinah jj Shore Drive continues southeast parallel with the UPRR/I-10 corridor, continuing east between Gerald Ford Drive and the lines of the Union Pacific Railroad. The only developed link of this roadway in the study area,between Monterey Avenue and Bob Hope Drive, is operating at LOS F. Gerald Ford Drive Gerald Ford Drive is an existing east-west roadway designated as an "Arterial Street" west of Cook Street, within a variable 100 to 138 foot right-of-way, and as a Secondary Roadway with a 108 foot right-of-way east of Cook Street. West of Portola Avenue, Gerald Ford Drive is improved to provide two lanes in each direction, separated by a median island. East of Portola Avenue and extending to Cook ,Im III-24 40 TN/City of Palm Desert Section III—Existing Conditions,Impacts a Draft General Pln Mitigat onMe sureess Street, Gerald Ford Drive is constructed has recently been opened for traffic. On the west, Drive terminates a Date Palm Drive in Cathedral City, and on the east this roadway conti ueeSeast ld For od Gerald Ford Drive Cook Street and turns south to terminate at Frank Sinatra Drive. All links of G currently operating at LOS A. are Varner Road Varner Road is a an existing two lane commercial/industrial collector lanned to Provide four-la , east- west roadway, designated as "Secondary" on the Riverside County General Plan Varner Road Isnlocated immediately north of US Interstate-10 and extends from just west of Palm Drive south of Desert Hot Springs, to the Indio city limits. In the planning area, Varner Road provides important freeway frontage for residential, commercial and industrial development extending from Rio del Sol (Bob Hope Drive, extended) southeast to Indio. Varner Road also facilitates important interconnections with Interstate 10 including the interchanges at Bob Hope Drive, Monterey Avenue, Cook Street and Washington Street. All links of Varner Road are currently operating at LOS A. Fred Waring Drive Fred Waring Drive serves as an important high-capacity intra-city connector, extending east to the City of Indio. Within the planning area, Fred Waring is planned as a six-lane arterial with major portions of this ultimate width having been developed from Deep Canyon to Highway Warin Drive provides important alternative east-west access to commercial districts on the west, to thde Collegeof the Desert and Palm Desert High School west of Cook Street, and east to serve the Palm Desert Count ry Club area west of Washington Street. Only three links of Fred Waring Drive are currently operating at LOS C or better. Three links are operating at LOS D and three at LOS F(see following table). �r Country Club Drive Country Club Drive extends to just east of the Bermuda Dunes Airport at Jefferson Street. The western terminus of this roadway is at Highway 111 in Rancho Mirage. Within the planning area, Country Club Drive is improved as a four-lane roadway, and is reduced to a two-lane roadway east of Washington Street. Most links of Country Club Drive are currently operating at LOS C or better, with the exception of the link between Bob Hope Drive and Monterey Avenue (LOS D) and between Oasis Club Drive and Washington Street (LOS E). General Plan Roadway Classifications Each major roadway in the planning area has been assigned a specific design cation based upon existing and projected traffic demands generated by buildout of the General Plan.iThe need or and appropriateness of each classification has been based upon modeled future traffic volumes and overall community design goals set forth in the General Plan. Each of the classifications corresponds with the street cross sections illustrated in the General Plan Circulation Element. Certain refinements may be required when securing right-of-way and constructing improvements at specific locations. As a direct result of the analysis conducted on existing traffic and roadway conditions, and on projections of future traffic resulting from General Plan buildout, the roadway classifications stem has been developed and assigned to existing and future roads. This process has also taken into consideration special issues of concern and opportunities to enhance community circulation. Table III-10 lists these General Plan roadways and also provides information on existing daily volumes, number roadway capacity, volume to capacity (V/C)ratios, and LOS. of lanes, III-25 �n u AY.yp i kY.yp q P D i i ■ Or O■ FED WANG D0. � '■ r INSET A ■ DNIaRD. ■ ■ Y ¢ MR DFDDDDN ■ s FDANNCIMTMDD. LEGEND a ■■WhIman ■ a =ARTERIAL ■ BEEN■■■■ =MAJORTHDFOLGHFARE ■ —�-* =SECONDARY GlUD D I•f� CGlllrirF'I0. =S�OI�ARY(SCENIC) ■ =COLLECTOR gE ■ rKAREYItl.FACT iOF E i ■ <rAQB ZFRICD■ mns o� 3iri a r M'FORM IA 4 ■�=N6 D0. SEE INSET A rf DT.„ r <f wYSTAarpo. f YECAYEW'DN. WINE a nip MUMdt r � TERRA NOVA® Palm Desert General Plan Exhibit O Roadway Classification Map Planning&Research,Inc_ III-3 s NOM imp NOM NOM NOM b NOM NOM .5 42.1 5.1� 8.4 �10.0 17.4 7 15.7 3.0 4.3 1 r r,co w-w On 1 38.9 2.7 ' 28.9 28.4 5 7 kNOM 11.3 19.3 NOM 20.5 .5 3.7 § 30.0 27.9 32.9 .0 4 28.4 .8 5.6 13 INSET A EiP.�o 1.6 to 83.0 59 ` 24.1 6.6 85.0 15.6 10 32.7 20.5 e 4.0 d 34.6 � Y NOM 81.0 No 5.9 15.6 15.5 5.9 5 1 22.9 .5.2 3.5 76.0 16.7 4.0 rwucewxrr,o 2.2 A- 13.5 11.3 1033 6.0 9.2 NOM 9.5 30.6 .6 gs .t $ 26.4`0 8 o qr 6-3 14.4 23.7 ca-211`e- 46.2 TO28.8 18.7 21.2 1.5 20.2 31.7 64.0 +ohcr w wfsr 18.6 7.7 .5 2 5 .0 no,+av u'uar 4 26.3 14.2 20.5 1 .6 12.8 14.5 23.1 NOM 25.5 a E w F 3.4 suns illli a f 9.8 ` 31.0 19.9 SEE INSET A •6 5 4.3 21.7 1. 5.4 22'9 27.2 31.8 .4 30. 4.5 35.0 8.39 7.3 wdrr,un or, LEGEND: � 6 to 10.0 =VEHICLES PER DAY (l000'S) 3.5 MEs+Ntwon. lilll �� Exhibit I� J TERRA NOVA® Palm Desert General Plan Planning&Research,Inc. Existing ADT Volumes III-5 irtr a G im 0 Gclif �U _� o ¢ ¢ a� wUwQ ¢ ¢ UU < -<¢ Q M CA CD') � N � � � 00 00 'ct o0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 + 0 0 0 0 0 0 0 0 0 0 0 0 U 0 0 0 0 0 0 0 0 0 0 O O O O O O O O d O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d N N kn N C CV N N (V N N N N N N N �p N �0 t N N 0 N N N N N N N N V1 V) V7 V-y ,a ¢ o U U � O X ¢ U i 3 0 0 0 Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q p: O v' U o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r` �o M 0 0 0 0 0 o CDO o 0 0 0 0 0 0 0 0 0 0 o 0 0 0 o d o O � 00 0 m \o 0000 N N "zt N O �D M O N O .-r 00 O p� \C n � (` .-, [� V7 N O O RS � N M M N M N N N N ,-� ,--� .-. 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G X W Ga � AA �1 � � A �1Ca � ACaGaA �1C� � �D �DQQwwwwwAL-1AACaACaA It It N N It 7t N N It -t It -t -t N N N V 00 00 \D \O �o -t It -I It It It G O U N O O O O O O O 00 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O CT D �n O CT O v n M M O N M �} O M �t O O O O O 00 N v1 N �t C� V1 �O O N Vl Vl t M --� O �b C� \D d' M �D rt M tr — � N N - N - -1 - � 00 ao 00 00 00 t� \D .b R O C7 U Q A o cl o > > b > Q n o > > Q CIS U. o o 0 0 0 0 m 0 o ° o 0 ° O 0 0 °o b s > °o � H �. > U P Uoc, � w3v � Q3 � r � � w aUwo3dv 4 cd a: > Fr A > C'o > v� > A a. � � ° -° a QUO o o d 0QQ > Q o > � � � o .n o 0 .o .a az o " oo p o ❑ ° E - 0ooa ° o o ° oo a) o3o j ° a a°U � P4 UA � U W0 AQQC� �IAAACa �1 (� AAA �IAQ ° v71 'C7 10 "d ° 0 0 0 0 r. 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(� � U Uv, a: (� U3U °� � t a a' o oa' o °o 'ti = � tiawQwa � � awgxc� w w CIO la .o od ; ¢ did o � La b o o Q o Ga a o ¢ o ff > U ° q v R+ U cis o a3i o m - p UCoo0. C'I C) v o o° aaawQwa � �, aWgxUw � Q Q ELI � � QQQQQQQQQ O O > cd c •� ti co . x Q `" '~ �• �, f. F. F. w. CY Rr' G� fy tY R,' R: r4 it 0.18 81 P .36 eR .60 s 71 .54 a to .71 Fa wARNpDR f 1.20. .70 .90 .89 4 Al x .24 6 39 35 .60 +n 66 46 94 54 .62 .76 1 � .55 .71 .18 .41 INSET A F P 0.11 0.52 0.75 0.47 0.53 0.30 i 0.63 0.29 1.46 h� y 0.03 1.08 »� w dw 0.69 S b �a.�F�DDR .14 0.49 0.48 3 0.37 0.65 .52 0.72 p 0.16 0.25 .29 aAK wrnAca 52 .1 0.42 0.35 0.32 .19 .29 AY 0.01 0.96 .30 0.69 °0.10 0.18 MI ,.o 0.20 23 .46 cwwrm a,e 0.46 n - .17 0.90 0.58 0.66 0.67 0.63.vwu w rA=.sr ' 0.58 .87 11 0.89 0.54 .83 16 4 0.82 0.44 & 0.64 0.85 0.40 0.45 a 0.72 0.05 0.21 .80 0.60 1.24o Y g .68 �WAAM3DA 0.83 SEE INSET A 94 .45 .17 0.72 0.52 mi 95.95 23 .14 1.09 59 \Rccwuury oa LEGEND: 68 .71 =VOLUME/CAPACITY RATIO ro+vstACKaD. 0.22 w�sA»e 2 r Exhibit L J TERRA NOVA® Paim Desert Geperal Plan Existing Panning&Research,Inc. Mid-Block Volume/Capacity Ratios IH-6A a� W � U U U U v U UUaIUUUUUq U a Q U U W U W aaUUUUUU ^� O oo O M O M O O o0 0 U "t o m- 00 O cli N N N N ON N N 0 y n N W rID as 0 ww n n n n o H M M � �y � M M M O O N N M M •--� N N C U N O .a O o c a Was � o O O O M N M N M M N M N H CD O N --+ — N N N � z QI Z O O N �--� N N ,-r N .-r U � O Q H U cli u Cd v) z z z o i: ca C13 � ^ ;j 3 U � U cl � � WWWww � w > His � q o03 Z o ocl Uor- 3 O O p sue. p a � � � � Ac7wc� awv, w U vU U �AUUWUUU U u q U G� UUUUVwU as � o o � � C7 •to z q n oo oo M t� cM o0 I� N N c� P. N '0 O 'D 1D In O D C- M ; O .--r Vl N N [- ' M -+ N M M O b O U pp N N M N N N N O r-+ N M N N M N O O N N N N N N .--� G CD .x W ^•� ,--a Cy --+ N --� ,-a N ,� .--� N -+ ,-� ,-r � .--+ O N N N N N --� O I + N n n n O O O n p r-+ O O — — — — ,---i — — N N � O N N N N N N � •-+ N � M M N N N N N � O pN -+ O p --� --� .-� .-a -+ N r+ N •-+ � O -+ N N N N N -. O O O - -i - O n -� N CIO CIO Q N ,--, O N ,-� .-� O ,--� •--� N ,--� T-, ,-, � O O N N N N •--+ ,--, O O V) cn UO Qo V] C/) Ce) V) C/1 V) CO C/a H HH H Q � HHHHH H HH H HHHHF- E-+ HH Ln V cn W C13W W W ^ W3 > � � MYJ CaQz03�l Z v� QQ -0WQq ^ .� o o � �' W mow° � �°, ' � �', W zw U � W to Ix �. s. O ►. 'x a 4 N w Ix P4 O -, -, N �� O o cam. Uw � wv� � � a �7wUx wLnWv, A v� v � � C7wc� xt3+ V) A acji � a � aaat UWwU UWQWU � a � o - � ro U � � z �. Qb m 00 N M N v `O M v N N N a\ V O N O I � y El ON N N p O O --+ .-, - � M U X G 'd y tb C-,3 f~i --+ O CL G b Q O" Y II > N A CIS UO =3 > 03 O O -. v � � .�0 U rb o 0) a a �a > Ln a U M o O cl —20 T- t booto U � � vU ri v�� moo -0 to Cl o o b o o 3 CY L 0 O 0a�i O a�i a A y r► e OUxWUwx � > ►� uxw" � TN/City of Palm Desert illf Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures fly Summary of Existing Operating Conditions The following discussion briefly summarizes the existing operating conditions along selected roadway links and intersections. Existing conditions provide an important baseline against which to measure the impacts of the proposed General Plan update (Preferred Alternative) with the other alternatives evaluated in this EIR. Conditions at intersections provide the most meaningful characterization of operation or actual operating level of service of the roadway network. Roadway Links: Existing Conditions As shown Table III-11, above, and in the General Plan Traffic Report, most of the roadway links mi analysed are operating at LOS C or better, while 10 links are operating at LOS D, 7 are operating at LOS E and 7 roadway links are operating at LOS F. Roadways with links operating at undesirable levels of service include and are largely limited to Monterey Avenue, Fred Waring Drive and Highway 111. Individual links of Country Club Drive, Hovley lane and Deep Canyon are also currently operating at undesirable levels of service. Intersections: Existing Conditions As shown in Table III-11, above, existing operating conditions at fifty-two (52) intersections were analysed as part of the General Plan Traffic Study. The traffic study identifies five intersections, which are currently operating at LOS E or worse during the AM or PM peak hours. These include the I-10 east- bound ramps at Ramon Road, Fred Waring Drive at Deep Canyon Road, Cook Street at Fred Waring Drive, Hovley lane at Eldorado Drive, and Washington Street at Hovley Lane. An additional three intersections are currently operating at LOS D during either the AM or PM peak hour periods. These include Monterey Avenue at Highway 111, Highway II I at Deep Canyon Road, and Washington Street at Country Club Drive. All other intersections analysed are currently operating at LOS C or better. 2. Project Impacts For purposes of allowing a focused analysis of the geographically distinct portions of the General Plan study area, three separate analysis districts were established. Analysis was also conducted on an aggregated basis for the entire General Plan study area. The district analysis allows a comparison of the trip production and attraction components in the study area. These are defined as follows: North District: study area located north of US Intersate-10 and extending to the north study area boundary. South District: study area located south of Frank Sinatra Drive and extending to the south end study area boundary. Mid District: study area located south of US Intersate-10 and north of Frank Sinatra Drive. The General Plan also refers to this district as the University Park planning area. 6i Buildout of the proposed project (Preferred Alternative) generates approximately 86,000 more trips or an 8.9 percent increase in projected buildout traffic compared to buildout of the current General Plan. The Preferred Alternative, however, is an improvement in the substantial imbalance between trip production and attraction in the study area (also see Section V: Project Alternatives). While the Preferred Alternative improves the imbalance in the Mid District, a large portion of the City and study r III-36 iwr TN/City of Palm Desert Draft General Plan EIR Section III-Existing Conditions,Impacts and Mitigation Measures area imbalance continues to be in this area of the City. The following discussion and tables det impacts associated with the Preferred Alternative. ail the Mid-Block Impact Analysis Average daily traffic levels have been calculated for the Preferred Alternative and are presented in the following table. A more detailed discussion of link or segment can be found in the general Plan Traffic Report in the appendix of this document. As with all of the General Plan alternatives, including the existing plan, roadway links with high existing and predicted traffic volumes occur at the I-10 over- crossings at Monterey Avenue, Washington Street and Cook Street. Other streets with link congestion include Cook Street, Washington Street, Varner Road, Washington Street, Portola Avenue,Fred Waring Drive and highway lll. While link capacities will be significantly impacted, it is impacts to intersections that will be the determining factor in roadway network operations, as discussed below. Table III-12 General Plan Roadway Analysis General General Plan 2000 Plan Buildout (Post 2020) Roadway ADT Designation ADT Highway 111 Major Arterial E of Bob Mope Dr. 42,100 68587 E of Fred Waring Dr. 32,700 40,966 W of Monterey Ave 28 39,065 , E of San Pablo Ave 27,900 ,065 W of Cook St. 30,504 48,670 W of Washington St. 35 000 62,028 ' 72,030 U.S. Interstate-10 Freeway W of Bob Hope (Ramon Rd.) 83,000 S of Ramon Road 211,100 85,000 221,100 E of Cook Street 76,000 E of Washington St. 64,000 227,800 204,700 Monterey Avenue Arterial N of Dinah Shore 32,700 860 N of Gerald Ford Dr. 34,600 64,238 � 42,23 8 N of Country Club Dr. 30,600 226 N of Fred Waring Dr. 23000 33, ' 32,38888 Portola Avenue Major Thoroughfare S of Highway 111 13,000 N of Highway 11 I 19300 12,955 N of Fred Waring Dr. 17,400 24,275 N of Magnesia Falls Dr. 20,500 24,266 N of Country Club 9,600 28,358 N of Frank Sinatra 5,200 39,495 N of Gerald Ford 30,948 48,234 �r s III-37 TN/City of Palm Desert Draft General Plan EIR Section III-Existing Conditions,Impacts and Mitigation Measures "h Table III-12, Continued General Plan Roadway Analysis General General Plan 2000 Plan Buildout (Post 2020) Roadway ADT Designation ADT Cook Street Arterial N of Highway 111 14,300 35,707 N of Fred Waring Dr. 25,500 37,263 N of Country Club 22,100 46,389 N of Frank Sinatra 16,700 60,648 N of Gerald Ford 21,900 61,962 N of US I-10 (Chase School Rd.) 5,900 46,116 Washington Street Arterial N of Highway 111 27,200 46,695 N of Fred Waring Dr. 31,000 45,151 N of Hovley Ln (Ave 42) 43,000 43,769 N of Country Club 46,200 74,786 N of US I-10 23,700 72,713 4 N of Varner Road 9,500 62,745 66 Fred Waring Dr. Arterial E of Highway 111. 15,700 24,471 E of Monterey Ave 28,900 38,979 E of San Pablo Ave 38,300 40,991 W of Cook St. 47,600 49,749 04 W of Washington St. 21,700 54,770 Country Club Drive Arterial 1� W of Monterey 28,800 33,380 W of Portola Ave. 18,700 25,025 W of Washington St. 31,700 39,771 Frank Sinatra Drive Arterial W of Monterey Ave 13,500 24,918 W of Portola Ave 11,300 27,522 W of Cook Street 10,300 26,142 Gerald Ford Drive Arterial W of Monterey Ave 15,600 39,837 W of Portola Ave 15,500 43,633 W of Cook St. 5,900 34,428 E of Cook St 6,000 16,215 Dinah Shore Drive Arterial W of Monterey Ave 20,500 46,798 E of Monterey Ave ------ 37,127 III-38 MCity of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures Table III-12, Continued General Plan Roadway Analysis General General Plan 2000 Plan Buildout (Post 2020) Roadway ADT Designation ADT Ramon Road Major Arterial E of LJS I-10 15,900 28,475 E of Varner Road 6,800 28,200 E of Monterey Ave 6,600 15,819 Varner Road E of Monterey Ave 4,000 29,205 E of Cook (Chase School Rd) 3,500 E of Washington St 7,000 37,399 — 22,481 III-39 rr o 6 2.2 t-7 5 5.2 .8 i 2.4 7 1.0 2.8� 2.2 8.5 4 3.3 S-7 6 ..2 4Oy� 3.7 82 34.5 1.5 3.7 410.2 24.3 0.6 24.2 .4 4.4 ; 39b 2.6 �ow.wwca .0° 40.0 $ 41.0 8 39.0 39.3 ,. 5 _2 1.0 72.9 24.3 1.3 66 29.7 411110 y41.6 897.1 472 48.7 9.160. 39.1 39.1 6.3 52.1 13 4.4 2.9 15.2 INSET A # 4 35.3 22.7 55.6 61.5 26.9 171 4.4 211.0 22.9 15.8 7.1 .2 34-3 9.6 9.5 221.1 3, 29.2 47.5 64.9 7.3 29.4 308 49.7 37. 34.4 42.2 8 44.7 4.6 2 .9 d 4 1.6 14.1 2-0 F�3 ` rnunwmm 8.2 46.1 a 41-3 43.6 34.4 30.9; 2. 228.7 2.9 6.1 -1 934.1 16.2 7-4 15.0 60.6 2.1 24.9 27.5 26.1 8.2 17.4 1.5 �r24.7 .2 5 r 46.4 s .3 6.3 1 .7 4.9 15.0 72.6 ---d 22.5 33-4 25.0 26.4 04.7 33.7 25.0 39.8 2.4 31.3 51.2 10-9 .3 9 74.8 46.8 wowcv u�rw .0 1424 28.0 7. 27.9 18.7 22.2 28.4 3.6 .8 .8 'n, w.aTc ra,a 2.0 37.3 �•*� a 6. 9.5 6 45.2 6 A s 43.9 52.9 menwuwaca t.5 33.5 SEE INSET A y 3.4 35.7 54.8 48.7 49.9 47.5 8 65.8 9.7nn 2 9.5 72.0 5.9� 7.1 8.5 .bsn,nur,aa LEGEND: i 1 io.o =VEHICLES PER DAY(1000'S) .yw"7� 29 wES�w.9pi. r Palm Desert General Plan Exhibit Io J TERRA NOVA Post 2020 Planning&Research,Inc. Buildout Traffic Projections (AD T) III-6B TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures Intersection Levels-of-Service (LOS)and Impact Analysis As noted above, intersections are the arbiters of roadway network performance, representing the greatest im constraint on operations and levels of service. The proposed update to the General Plan Circulation Element establishes and directs actions to maintain acceptable levels of service on all community roadways. The City traffic engineers and transportation planners strive to provide optimum roadway r operating conditions while controlling the costs of building and maintaining infrastructure to assure those conditions. For many years, LOS C was considered the desirable and optimal level of traffic volume on any given roadway, and may still be an appropriate policy target for lower traffic areas. However, LOS C represents a standard that is progressively more difficult and costly to achieve in urban areas. This is especially true in geographic areas such as the Palm Desert study area, where access is restricted b geography, major drainage features and growing dependence on limited-access freeway facilities. For peak operating periods, LOS D and/or a maxi the generally acceptable service level. mum volume to capacity ratio of 0.90 is now considered The following table identifies impacts to 54 intersections identified most likely to be impacted b buildout of the General Plan stud Y y area. The analysis is based upon a conservative estimate of the ultimate level of buildout in the study area and should be viewed accordingly. The table identifies the current operating conditions and those associated with buildout of the Preferred Alternative. Operating conditions are represented by the delay or wait in seconds at the intersection and determine each. s the LOS for r da III-41 TN/City of Palm Desert Draft General Plan EIR Section III-Existing Conditions,Impacts and Mitigation Measures Table III-13 Intersection Impact Analysis Current Conditions & Preferred Alternative Post 2020 tip Current Conditions Preferred Alternative GP Intersection Traffic Delay(sec.) LOS Delay(sec.) LOS Control AM/PM AM/PM AM/PM AN"M College of the Desert(NS) at: • Fred Waring Dr.(EW) TS 17.6/23.6 B/C 27.2/23.8 C/C Cook St. (NS)at: • Country Club Dr.(EW) TS 32.6/27.8 C/C 26.5/ 30.3 C/C • Frank Sinatra Dr.(EW) TS 32.6/34.1 C/C 34.8/40.3 C/D Ali • Fred Waring Dr.(EW)3 TS ----3/56.1 F/E 33.9/44.8 C/D • Gerald Ford Dr.(EW) TS 25.0/24.0 C/C 43.5 /50.1 D/D • Hovley Ln.E.(EW) TS 27.5/32.1 C/C 38.2/49.4 D/D • I-10 Fwy.EB Ramps (EW)' TS 21.6/21.1 C/C 19.5 / 28.8 B /C • I-10 Fwy.WB Ramps (EW) TS 8.5/ 10.2 A/B 11.6/ 14.2 B /B • SR-I I I (EW)2 TS 33.0/33.2 C/C2 37.9/34.7 D/C Country Club Dr.(NS)at: • Oasis Club Dr.(EW) I'S 18.7/ 16.8 B/B 31.7/37.4 C/D Deep Canyon Rd.(NS)at: • Fred Waring Dr.(EW) TS ----3/----3 F/F 33.4/33.0 C/C • SR-Ill (EW) TS 32.9/33.1 C/C Desert Crossing (NS) at: • SR-I 11 (EW)2 TS 26.5/40.0 C/D 34.3/34.9 C/C El Dorado Dr. (NS)at: • Country Club Dr.(EW) TS 23.6/24.3 C/C 31.1 /33.7 C/C • Frank Sinatra Dr.(EW) TS 10.3/ 10.2 B/B 17.6/ 19.1 B/B • Hovley Ln.E.(EW) TS 16.1 /-- 3 C/F 12.3/23.0 B/C • SR-111 (EW) TS 23.3/24.6 C/C 32.3/28.3 C/C El Paseo/Town Center Wy.(NS)at: • SR-111 (EW) TS 30.7/32.8 C/C2 33.5/35.0 C/C El Paseo/Cabrillo Ave.(NS) at: • SR-111 (EW) TS 23.3/26.2 C/C 27.5/33.4 C/C Frank Sinatra Dr. (NS)at: • Gerald Ford Dr.(EW) TS 11.6/ 12.4 B/B 10.5/ 15.8 B/B III-42 trl TN/City of Palm Desert Draft General Plan EIR Section III-Existing Conditions,Impacts and Mitigation Measures Table III-13, Continued Intersection Impact Analysis Current Conditions & Preferred Alternative Post 2020 Intersection Current Conditions Preferred Alternative GP Traffic Delay(sec.) LOS Delay Control AM/PM (sec.) LOS AM/PM AM/PM AM/PM Hospitality Dr. (NS)at: •SR-I 11 (EW) TS 20.0/20.5 B/C I-10 EB Ramps (EW)at: 28.6/26.3 C/C • Ramon Rd./Bob Hope Dr TS 17.4/24.0 B/C 21.3/32.2 C/C (NS) I-10 WB Ramps(EW) at: • Ramon Rd./Bob Hope Dr TS 40.0/---3 E/F 19.9/35.5 B/D (NS) Monterey Ave. (NS)at: • Country Club Dr.(EW) TS 27.9/34.0 C/C 29.9/31.7 C/C • Dinah Shore Dr.(EW)2 TS 16.1 / 17.3 B/B 35.0/43.8 C/D • Frank Sinatra Dr.(EW) TS 22.3/23.3 C/C 24.5/26.3 C/C • Fred Waring Dr.(EW) TS 23.9/32.8 C/C 26.2/33.4 C/C • Gerald Ford 8 Dr.(EW) TS 25. /33.0 C/C 33.5/29.7 C/C • 1-10 EB Ramps(EW) TS 16.0/33.0 B/C 24.4/31.7 C/C • I-10 WB Ramps (EW) TS 23.4/21.7 C/C 25.4/17.3 C/B • Park View Dr.(EW) TS 20.7/34.6 C/C 21.5/24.4 C/C • SR-I I I (EW) TS 25.6/44.7 C/D 33.1 /34.9 C/C iw Oasis Club Dr. (NS)at: • Hovley Ln (EW)42nd.Ave. TS 31.9/31.5 C/C Park View Dr./Painters Path (NS)at: • SR-111 (EW) TS 22.6/28.7 C/C 26.5/28.3 C/C Plaza Way(NS)at: • SR-I I I (EW) TS 18.6/30.2 B/C 19.8/29.9 B/C irr Portola Ave. (NS)at: • I-10 EB Ramps(EW) ----4 -4 ---4 24.4/31.7 B/C • Country Club Dr.(EW) TS 25.7/33.9 C/C C 29.9/34.1 C/C • Frank Sinatra Dr.(EW) TS 14.4/ 17.6 B/C Fred Warm Dr. W TS 25.9/31.3 C/C • g (E ) 27.4/32.8 C/C 25.5/28.8 C/C • Gerald Ford Dr.(EW) TS 11.6/ 12.3 B/B 26.3/31.4 C/C an • Hovley Ln.E.(EW) TS 20.7/18.3 C/B 20.2/25.2 C/C • Magnesia Falls Dr. (EW) TS 25.9/27.6 C/C • 34.6/30.0 C/C SR-I I I (EW) TS 26.5/31.3 C/C 33.8/29.1 C/C III-43 TN/City of Palm Desert Draft General Plan EIR Section III-Existing Conditions,Impacts and Mitigation Measures Table III-13, Continued Intersection Impact Analysis Current Conditions & Preferred Alternative Buildout Post 2020 Current Conditions Preferred Alternative GP Intersection Traffic Delay(sec.) LOS Delay(sec.) LOS Control AN"M AM/PM AM/PM AM/PM San Luis Rey (NS) at: • SR-111 (EW) TS 22.5/22.6 C/C 30.0/ 24.8 C/C San Pablo(NS)at: • Fred Waring Dr. (EW) TS 24.9/26.8 C/C 27.5/34.0 C/C • SR-111 (EW) TS 26.6/27.2 C/C 30.1 /33.0 C/C SR-I I (NS)at: r • Fred Waring Dr.(EW) TS 31.0/34.5 C/C 28.9/36.2 C/D Varner Rd. (NS)at: • I-10 WB Ramps (EW) TS 16.6/ 16.6 B /B 13.5 / 11.8 B /B Washington St. (NS) at: • Country Club Dr.(EW)' TS 33.7/49.1 C/C 36.3/48.3 D/Ds • Fred Waring Dr.(EW)' TS 24,5/26.2 C/C 27.7/ 54.7 C/D • Hovley Ln.E.(EW)2 TS 44.5/69.6 D/E 31.1 /34.8 C/C • Varner Rd.(EW)' TS 35.0/26.3 C/C 32.5/34.7 C/C • I-10 EB Ramps (EW) TS 15.1 / 15.7 B /B 19.6/40.3 B/D • Notes 1.)Assumes LOS C improvements as set forth in the General Plan Traffic Report(see General Plan EIR). 2.)Pedestrians assumed not to occur on every cycle. 3.)Intersection will periodically operate at LOS F,with related delays. 4.)Intersection/Interchange not yet constructed. 5.)Requires removal of pedestrian green time(no ped crossing)on one leg of the intersection. Intersection Impact Analysis Summary As set forth in the table above and as shown on Table 4-6 in the General Plan Traffic Study (see Appendix C), all intersections analysed can be improved to provide LOS D operating conditions in the Post 2020 (buildout) period. In several instances, specific improvement beyond those identified in the Master List of Funded/Assumed Improvements (see Table 2-6 in the General Plan Traffic Study, Appendix C) will be required, and in some of those instances the improvements take the intersection operating conditions (LOS) from "E" or "F" to "C". Typical improvements required to reach acceptable levels of service (LOS D) include such minor actions or assumptions as those cited in the notes to the above table: • Pedestrian use of some intersections not expected to occur on every signal cycle • Removal of green time, that is elimination of pedestrian crossing, at one leg of an intersection III-44 JA TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures Portola Avenue Interchange Analysis As part of the General Plan Traffic Study analysis, an evaluation of the proposed Portola Avenue/Interstate-10 interchange was also examined. The analysis set forth in the above table does not assume the construction of this interchange. The analysis of the effect of the subject interchange indicates that roadways paralleling Portola Avenue, including Cook Street and Monterey Avenue, are required to carry significantly less traffic if the interchange is constructed. Based upon the above analysis, no significant adverse impacts to the City or planning area intersections or roadway network are expected to result from the post 2020 buildout of the City or the planning area. For purposes of analysing the importance of the Portola Avenue/1-10 interchange, the General Plan itr Traffic Study also relied upon previous recent analysis' and assessed the beneficial impacts these improvements would have on levels of service in the vicinity. Tables 7-3 and 7-4 in the General Plan Traffic Study in Appendix C show the following improvements at intersections in the vicinity: Table III-14 Impacts of Portola Avenue/I-10 Interchange Selected Intersection LOS With & Without Interchange Intersection Without Interchange With Interchange Traffic Delay(sec.) LOS Delay(sec.) LOS Monterey Avenue (NS)at: AM/PM AM/PM AM/PM •Dinah Shore Dr.(EW) TS 37.6/48.8 D/D • Gerald Ford Dr.(EW) TS 35.3/47.7 D/D � 30.3/33.0 C/C 33.1 /34.8 C/C •Frank Sinatra Dr.(EW) TS 27.3/34.8 C/C Bob Hope Drive at: (NS) 26.3/34.7 C/C •Dinah Shore Dr. (EW) TS 27.8/33.2 C/C 26.8/34.0 C/C Cook Street at: W • Gerald Ford Dr(NS) TS 29.6/30.8 C/C 29.8/34.8 C/C The beneficial impacts associated with construction of the Portola Avenue/1-10 interchange are substantial for the Post 2020 mid-block traffic volumes along Monterey Avenue and Cook Street, with less improvement to volumes on Washington Street. Alternatively, the interchan e re modest increases in traffic on Portola Avenue. g sups in relatively However, as can be seen from the above table, and Tables 7-3 and 7-4 in the General Plan Traffic Study, the construction of the interchange will have a positive if more modest impact on levels of service at other interchanges and intersections in the vicinity. The greatest improvements, in terms of reduction in seconds of delay, will be at the Cook Street/I-10 interchange, which will o erate at ood 1 service (LOS A through Q with the Portola Avenue/1-10 interchange. p g evels of io 3 "Desert Gateway Traffic Impact Analysis".Prepared by Urban Crossroads,Inc.October 18,2002 III-45 a TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures All-Weather Access Major drainages that affect roadway access both within the City and the planning area include the Whitewater River, Palm Valley Stormwater Channel, Deep Canyon Stormwater Channel, San Pascual Channel, Mid-Valley Stormwater Channel, Thousand Palms Flood Control Project and Thousand Palms Canyon Wash, cove neighborhoods and in areas north of Highway 111. Whitewater River: The Whitewater River is the principal drainage affecting all-weather access in the City, with currently all-weather crossings existing at only Monterey Avenue. Crossings of the Whitewater River at Portola Avenue and Cook Street are currently improved to pass through lower (less than 100-year) storm flows. The Whitewater River Crossing at Bob Hope Drive in Rancho Mirage is also all-weather. In addition, all-weather access is also available across the Whitewater River at Washington Street and Miles Avenue, in La Quinta and Indian Wells, respectively. The City of Palm Desert has plans to design and build all-weather crossing across the Whitewater River at both Portola Avenue and Cook Street as funding becomes available. Based upon the availability of existing all- weather crossings along the Whitewater River, improvements at Portola Avenue and Cook Street are warranted. Mid-Valley Stormwater Channel: In the planning area, this drainage facility is designed to run along the 0 south side of the Union Pacific Railroad right-of-way. Existing and planned improvements will convey flows under elevated roadways/approaches to I-10 interchanges. No significant access issues are associated with this drainage facility either now or in the future. Thousand Palms: The community of Thousand Palms and the area generally north of I-10 is subject to both sheetflow and channelized flooding from drainage originating in the Indio Hills. The Thousand Palms Canyon Wash conveys flows, which originate north of the Indio Hills and along the south-facing slopes of the Little San Bernardino Mountains. The US Army Corps of Engineers and the Coachella z Valley Water District recently completed design analysis and project approvals for an area-wide flood i control project, which will protect the vast majority of homes and businesses in the community of Thousand Palms from upstream flooding. 3. Mitigation Measures As discussed above, intersections constitute the most constrained portion of the roadway network in the City and balance of the planning area. The following table provides a detailed analysis of the improvements (mitigation measures), both those already programmed and new/additional improvements that are needed to provide acceptable levels of service. It should be noted that although improvements are cited that will bring some intersections to LOS C, these improvements are not needed in most instances in order to achieve acceptable levels of service. w x III-46 TTH U U W U U U W U U U U U U M i N 00 7 !` 00 � (� M M V M M N N V� to W CD 00 00 N In Vl O Q N M a-. N N V• N N M M N Q1 M • N M N G bb y E-+ O O O O 2 O M M N N M LL O (.i� O •••� N N N O Q O CIO O CD n N x H O CDO p ai O M .--� M M M M O N M N M M FL an n o z CD CDA p A n M M M M M M kn v"1 p M ,a �".. �i � � •-� O O O .-. N V? V7 vl o 0 o N N N O N N NCD CD N N N M M O O p N N N N N N r..� tj z O N N z NN N NN N H H H H H C4 cncn Cd 014 al � U Cd V] ^ v v otz > `n a cl CIS Z � � gC� a4U � CISq - a . ^ � ram - zaq - � A oO0 �g00 ,3zO0 � 6 � 6 � � < rx °[ � � o � a� � oowvn 0 .; 3 � 33 �naw33 `� � ax � rx oo � .. C � w UUUU as U UU U UUUUUUUU as U UU U mw a � o U U U U U U U U U m U U U U U U U Qi U U U U CA w o � � cl U q [� -It rt M o0 0 0 0o t� d M N O, 00 ccd M M O 00 O> tr) M M m M M N -+ U vl oo M ON Q\ N oo N lr� V Q, N N N M O q O O > U M r+ M M N M M M N O M M M O N N M N M M M M 0 0 bb ^. G 'x N -+ N N O W = A O - O O + - r, -+ -+ O p - r O O + O O O -+ ) G N N N N O N N N N N O O O - CD _. n n n Z A O A --+ O O A O O -a M M M M O N N M M N N N N N N N N M M N N N N O N — N — — — '-+ — N O �--� M N � CDCD 0 ^+ c._ --� O •-� •-� O O --I .-. .-. .-. .-� .-- O /� p N A n O M M M N O 0 N N M N N . 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N N N N N N N N CD CD M M M M M M M M cn M '--I .-. — M O N N N N N N N `� O N N N N O p •-" O N N O O O N N N N M N cn cn E H cn C/) H H H F+ E+ E� F+ Yll ill w' io o 3 >8 wyl (2) — > jz� cn ci. �13 V nU C'l UWUgo�nU3UQQ � AWy � q ~ A � o Ln c U cn o �e 3 A = � O � `' o g � U Ea � aU � c r ti c �, >, a •-• O Gz., v� O >, v� .-� >, O ''a O a, `'� GY, �] V �] CIS U O O b 0cl 3 0 0 Q � a � o o � � U � z HQ � °° di vi ti G O b C) G p U o on G •X o W H O O N G � C N Q> .S � O G N O crj � � O v X � N G w N N ti Z a - n cl w vn v) a oq d .o G O Cq U y O 0CC V] 4. 'N > U E"cl o. � o to 3 � � o � oa cn o�U II i «� cn cl Q b oo iod s ono w ^ ao 4° � �d W z E~ > 04 a II v W b II r' 'n U a as cl m > a~i oH G � u a� fi > � a� •� � � Ab � Q TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures Mitigation via Road way/Intersection Improvements As set forth in the Circulation Element of the Draft Comprehensive General Plan, the City shall make a good faith effort to assure that intersections operate at LOS D or better. The improvements set forth in Table III-15, above, are mitigation measures designed to reduce Post 2020 (buildout) traffic impacts to levels of insignificance (LOS D). The improvements include the provision of new or additional turn lanes and through lanes, and in a few instances limitations on pedestrian green-time or access on certain legs of intersections. None of the prescribed limitations on pedestrian access are a significant impediment to pedestrian use and are located at intersections with the highest volumes and widest cross sections. On-Going Monitoring and Analysis The programmatic level of the General Plan study suggests that on-going andproject-specific monitoring is required to assure adequate levels of service in the long-term. The City shall periodically monitor conditions along roadway segments where General Plan level analysis indicates high levels of traffic congestion. In these areas of the roadway network intersection and progression analysis shall be conducted to advance infrastructure planning to address areas of existing and anticipated traffics congestion. Mitigation via Alternative Modes of Transportation With the limited exception of the consideration of busing of students to schools, the traffic impact analysis conducted for the General Plan update does not consider the effects of the use of mass transit, biking or pedestrian-accessible land use planning on traffic volumes or roadway operations. As noted in 60 the General PIan Traffic Study: "While the model is not intended to reflect vehicle trip reduction characteristics associated im with the benefits of such a system combined with the proper mix of land uses, an especially well developed non-motorized transportation system could potentially reduce vehicle traffic substantially."' The General Plan Traffic Study also cites the continuing imbalance between the production and attraction of trips in the University Park planning area, caused by an abundance of commercial, institutional and industrial trip attractors and the limited number of sources of home-based production (residences). The study cites the unquantifiable but substantial potential for vehicle trip reduction from the compact mix of land uses, which promotes the use of buses, bike paths and pedestrian access. 1tiY Bus Access As set forth in the general Plan Circulation Element, the City shall continue to coordinate and cooperate with the Sunline Transit Authority to expand and optimize the use of bus transit through the expansion of bus routes, the construction of user-friendly bus stops and shelters, and through joint ventures between Sunline and major potential users, including the colleges,retail and employment centers. m a City of Palm Desert General Plan Traffic Study.Prepared by Urban Crossroads,Inc. September 5,2003. III-51 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures Golf Cart and Bike Paths The City golf cart path network is also a potentially significant alternative mode of transportation. The City shall continue to enhance the accessibility to and use of the golf cart and bicycle path network to the greatest extent practicable. k Mitigation via Implementation of General Plan Policies and Programs The Circulation Element of the Draft Comprehensive General Plan includes fourteen (14) policies and twenty-nine (29) programs, which are designed to enhance the operation and efficiency of all aspects of the transportation system serving the planning area. Policies and programs address the on-going monitoring and management of traffic volumes and operating conditions, and the timing of required t improvements to maintain acceptable levels of service. Summary of Mitigation 41 The Draft General Plan, this EIR and the general Plan Traffic Study provide both programmatic and Id concrete/prescriptive actions and measures that are expected to reduce transportation impacts associated with the implementation of the proposed General Plan below levels of significance. In conjunction with the existing various regional transportation initiatives coordinated through the City and CVAG, the performance of transportation systems serving the City and planning area can be further enhanced. The continued thoughtful integration of land uses will also increase opportunities for mass transit and non- motorized means of transportation. Controlling access onto major arterial roadways will also serve to preserve capacity and limit the costs associated with expanded roadway infrastructure. Mitigation Monitoring/Reporting Program A. The City shall review and update the master plan of roads, including standards for ultimate rights-of-way and pavement width, and provide a schedule for securing right-of-way and constructing improvements consistent with the projected needs and standards set forth in the Circulation Element and Program EIR. Responsible Parties: City Council, Community Development Department, Public Works Department B. The City shall establish and maintain ongoing consultation and coordination with adjoining planning and engineering staffs of adjoining cities and transportation planning agencies to study and implement effective means of preserving and improving capacity along major roadways. Coordination efforts may include synchronized signalization, consolidation of access drives and restriction of access, construction of additional travel and turning lanes, raised median islands, and improvements to critical intersections. Responsible Parties: Public Works Department, Community Development Department, Adjoining Cities, CVAG, Riverside County, CalTrans C. The City shall periodically evaluate the operating conditions at each of the Interstate-10 interchanges serving the City, including Monterey Avenue, Cook Street, future Portola Avenue a and Washington Street, and shall make recommendations to responsible agencies regarding needed improvements. Responsible Parties: Public Works Department, Community development Department, CalTrans,Riverside County, CVAG III-52 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures D. The City shall pro-actively consult and coordinate with CVAG, SCAG and CalTrans and represent the City in transportation planning meetings to assure that City policies, programs and strategies are given full consideration in resolving regional transportation issues affecting the community. + Responsible Agency: City Council, Community Development Department, Public Works Department, CVAG, SCAG, CalTrans E. The City shall continue topro-actively em expansion and innovation through ongoing consultation and coordination with the SunLinee mass transit tT Transit Agenc and CVAG. Y 6 Responsible Parties: City Council, Community Development Department, SunLine Transit Agency, CVAG F. The City shall continue to consult and coordinate with the SunLine Transit Agency and encourage the development of rideshare and other alternative, high occupancy transit programs for employers with sufficient numbers of employees, and for individuuals seeking to locate potential rideshare partners. Responsible Parties: City Council, Community Development Department, SunLine Transit Agency G. The City monitor the effectiveness of land use planning proposals that integrate the assemblage of land uses, optimizes nearby interactions, reduces the need for travel outside the neighborhood, and shortens trips to work, shopping, public services and public park facilities. Responsible Parties: Community Development Department, Redevelopment Agency, Chamber of Commerce H. The City monitor the effectiveness of its master plan of bicycle-ways and multi-use trails, including secure bicycle and golf cart storage facilities, and other support facilities which increase bicycle and golf cart use. Responsible Parties: Community Development Departments, Public Works Department 1. The City shall monitor the planning and development of all-weather crossings as part of the community's Master Drainage Plan and its implementation. irr Responsible Parties: Community Development Department, Public Works Department, Coachella Valley Water District J. The City shall periodically review roadway design specifications, design standards and guidelines for public and private streets, and their effectiveness at meeting existing and anticipated demand, reducing traffic speeds in neighborhoods, and facilitating safe and efficient use of bicycles and other alternative modes of transportation. Responsible Parties: Community development department, Public Works Department, Planning Commission, City Council i III-53 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures C. Soils and Geology 1. Existing Conditions The following discussion summarizes the geologic portion of the "Seismic, Geologic and Flooding Sections of the Technical Background Report to the Safety Element of the General Plan for the City of Palm Desert," prepared by Earth Consultants International. This report is included in its entirety in Appendix D of this EIR. Geologic Setting The City of Palm Desert is located in the northern end of the Salton Trough, a seismically created i depression that extends from the San Gorgonio Mountains on the west to the Salton Sea on the east. The ail Coachella Valley is about 400 square miles in area and about 65 miles long. The Trough is subject to frequent and significant seismic activity, which, combined with erosion in the surrounding mountains, a has resulted in a buildup of sediment up to 3 miles deep. The Trough was formed by the movement created by the Pacific and North American Plates, which meet in the Valley at the San Andreas Fault. The San Andreas is located about 4 kilometers north of the City. Tectonic activity continues to shape the Valley, and have a significant influence on the City's geologic setting. The Valley is bordered by a number of mountain ranges, including the Little San Bernardinos to the north, the Santa Rosa Mountains to the south, and the San Jacinto Mountains to the southwest and west. In the last 10,000 years, the Salton Trough has often been inundated, resulting in the creation of lakes and inland seas, with the most recent occurrence in 1905, resulting in the current Salton Sea. In ancient times,Lake Cahuilla extended far beyond the current Salton Sea, to the area now known as Point Happy, in the City of La Quinta. The Coachella Valley is drained by the Whitewater River, which bisects the City and eventually empties into the Salton Sea. Soil and Geologic Units in the Planning Area The Palm Desert General Plan study area is underlain by five soil types: granitic and metamorphic basement rock in the mountainous areas; conglomerate under the Indio Hills; stream deposits eroded from surrounding mountains; and blowing sand deposits. These geologic units are illustrated in Exhibit III-7. The engineering properties of each is described below. Granitic and Metamorphic Rock The rocks which make up the Little San Bernardino Mountains are made up of pre-Cambrian metamorphic rocks and igneous rocks of the early Cretaceous age. These deposits, particularly those of the pre-Cambrian period, are of the oldest geologic period. In the San Jacinto and Santa Rosa Mountains, schists, granite gneisses and recrystalized limestone predominate, from the late Paleozoic age. These soil units are typically very hard, if they have not been weathered, are non-water-bearing, and form steep slopes. Excavation is generally not possible, and blasting is necessary. Fractures in the rocks can create unstable areas which lead to slope instability. When granitic rock weathers, it often can result in perched boulders which pose a rockfall hazard, particularly in seismic events. Rockfall and slope 1 instability can have significant impacts on down-gradient property, and can best be dealt with by avoiding construction on steep slopes. J "3 III-54 �r TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures uaternary Conglomerate This geologic unit is exposed at the surface of the Indio Hills north of the City, and is known as Ocotillo Conglomerate. Younger conglomerates also occur along the edges of the Valley, forming alluvial fan deposits. These deposits are particularly permeable, and absorb much of the runoff from local surrounding mountains. Much of the region's aquifer benefits from these properties. Since boulders exceeding 10 feet in diameter have been documented in this unit, the primary engineering concern is grading and the generation of oversized materials. Quaternary Alluvium Alluvial deposits occur in the General Plan study area at the mouths of drainages from the Santa Rosa and San Jacinto Mountains, and north of the San Andreas Fault, from drainages of the Little San Bernardino Moutains. They also occur immediately north of the City limits, at the base of the Into Hills. These sediments are deposited rapidly, and not well consolidated, so that the major engineeri concern affecting this unit is collapse upon introduction of irrigation water. Alluvium also occurs in the Whitewater River, but is better consolidated because of regular saturation and fo portion of the region's aquifer. rms a significant to Sand Dune Deposits The primary area of wind blown sand in the General Plan study area is along Interstate 10. An active sand dune area has been mapped in this area, extending southeasterly to Indio. This unit is particularly susceptible to shifting sand, seismically induced settlement and collapsible soils. Wind blown sand's erosive properties are in and of themselves considered a hazard. ilia rirr i rtin III-55 ' r r LI t[F aA,Y :bf tMefl P:.Y C. MOWN^/INI PC.C` East Wde Carryon Fault i :v$.0 DeeePtton rnro r �r I QCO \\\ 'Cleo . �! A. San \ v ..... ... t• :! ......... � Sang \ � ,��"��\\� -. ll, aj eB"G, ''•�� � I . pal-17 \ l J (� ' - •Ft - r1 1- S• ,*, .kris{Lw) - , .. ms Qal MAP EXPLANATION gr au, , qa1 Holocene Alluvium,river and stream fill,fan deposits; -\ unconsolidated. m� l Quaternary Wind blown sand,unconsolidated sand dunes and sheets. t Pleistocene nonmarine sedimentary deposits; It {� Oo undeformed or slightly deformed dissected alluvial fan deposits. I _ gr y � ', oce Pleistocene nonmarine sedimentary deposits;extensively gr-m �°+ :,, I i. folded,faulted,and dissected alluvial fan deposits. Feoks n basement roc "l I_'I -QC t I Ip -Pleistocene,nonmarine,sift,sand,gravel,and Q°_', conglomerate(commonly volcanic composition),may be weakly indurated and tilted or deformed. Qal /-ijgr' gr. ayslt nelosiltstone and sandstone,abundant Pliocene _. c s r I oystershell reefs,some pebble conglomerate. Metasedimentary(prebatholithic)rocks of uncertain age;quartzite,phyllite and schist. •. ___ Pre-Cenozoic granitic and metamorphic rocks;mixed rocks consisting of strongly foliated migmatites,including J bodies of schist and quartz diorite,undifferentiated. W E t gr=m sr Mesozoic granitic rocks;undifferentiated,granite,alaskite, f quartz monzonite,granodiorite,quartz diorite,diorite,aplite - and pegmatite dikes. 5 Precambrian igneous and metamorphic rocks complex; Dgep Oanyon Faun Pcc intimate mixture of Precambrian plutonic rocks(diorite- 1 ` granite),and Precambrian metamorphics including v migmatites. gr shed where 4 � � Fault,solid where location known,dashed - `--�-----'— � approximate dotted where inferred 15 _ BASE MAP:USGS Topograghic Map SureIRASTER MAPS SOURCE: Jennings(1994),CDMG(1974,1990), Matti,Morton,and Cox(1992) _ City Limits: _� Exhibit III-7 =' Earth r D� �COnsu PALM DESERT ttant5 / � � City Planning � Init rnational L J TERRA NOVA Area: GENERALPLAN Geologic Map of the 2522No19199""09W,S%B Unng•.C•l&f 192997 Planning&Research,Inc. Palm Desert Planning Area Pbone O1e29L9121 W7109999971 DATE:September 10,2001 vNnY.earlhtonsuNanh.<om i TN/City of Palm Desert Draft General Plan EIR r Section III—Existing Conditions,Impacts and Mitigation Measures Geologic Hazards The following section describes the hazards posed by the soil units briefly summarized above. Because of the broad range of soils in the study area, these hazards vary widlely. Slone Instability and Rock Fall Hazards Although the granitic rock in the General Plan study area is generally stable, areas of steep slope, and areas where fractures and other factors have undermined stability could result in significant slope failures during intense seismic groundshaking or rainfall. As shown in Exhibit III-11, the extreme northerly and southerly areas of the study area are susceptible to slope instability, as well as to rock fall hazards. In the General Plan study area, areas within 100 feet of sharp breaks in slope have been identified as having a high potential for rock fall, while areas within 300 feet of these breaks have a moderate hazard for rock fall. The hazards associated with slope stability are lower in the Indio hills, where thick beds of sediment stabilize the slopes. However, in heavy rainfall or significant seismic events, these areas could be susceptible to slides, flows and slumps. Debris Flow Hazards Fine grained sediments are subject to either mud flows or debris flows during periods of heavy rain. This io hazard has potential of occurring in the Indio Hills, where weathered sedimentary flows can travel downslope and impact infrastructure at the base of the slope. + Collapsible Soils The rapidly built up alluvium in the General Plan study area is often poorly consolidated, and is subject to collapse when saturated. The weight of a structure, combined with the infiltration of water from irrigation or a rising groundwater table, can initiate settlement and cause cracking of foundations and walls, and tilting or sagging of floors. In the study area, the alluvial fans at the foot of the San Jacinto and Santa Rosa Mountains, and the blowing sands in the northern portion of the study area are susceptible to collapse and hydroconsolidation. r Expansive Soils Expansive soils are those that contain significant amounts of clay particles that have the ability to give up (shrink) or take on (swell) water. When these soils swell, the change in volume can exert significant pressures on loads created by buildings or other structures. The City's building codes include - requirements for testing of soils for expansion potential prior to construction, and the implementation of mitigation techniques when soils are found to be expansive. Ground Subsidence Ground subsidence is the gradual settling or sinking of the ground surface with little or no horizontal movement. This phenomenon is associated with the extraction of oil, gas, or groundwater from below the ground surface, but it may also occur as a result of an earthquake. Subsidence can result in the disruption of surface drainage, reduction of aquifer storage, the formation of earth fissures, and damage to wells, buildings,roads and utility infrastructure. AP III-57 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures ski The rapid growth in the Valley has resulted the rapid extraction of groundwater, which in turn resulted in locally reported subsidence, including such reports within the City. The Coachella Valley Water District and the U.S. Geological Survey are investigating potential mitigation for this hazard, which will require a regional effort. Their studies show that the area from Country Club Drive on the north, Fred Waring Drive on the south, Highway I I I on the west and Portola Avenue on the east has subsided as much as 0.23 feet. This area has had as many as 70 production wells in operation pumping about 170,000 acre feet from 1996 to 1998. The Coachella Valley Water District's Water Management Plan addresses the issue of ground subsidence, through the conservation, and most importantly the recharge of the aquifer. Ongoing analysis by the U.S. Geological survey will also determine the magnitude and extent of ground subsidence in the future. wir Wind Erosion and Blowsand The valley floor is largely unprotected from strong winds which blow southeasterly, as they are funneled through the San Gorgonio Pass. As the Valley's sandy surface soils are transported by these winds, they rr can pose a hazard as they abrade and damage buildings and motor vehicles, fill drainages and yards, and limit visibility on roadways. The hazards are particularly high during summer months. The sand dunes along Interstate 10 and the Whitewater River are the two most significant sources of blow sand in the General Plan study area. The City and its neighbors have implemented construction and operational programs to improve blow sand conditions throughout the Valley. However, the issue will continue to pose a hazard throughout the region. Wind erosion hazard zones in the planning area are illustrated in Exhibit III-8. -f III-58 1� ink 1W End ii %A iri "A broil baA 6mW w� m imA 6" — '.�� _ .:• � ' e ' , - • L lTT'L'F SA Ar ;RPRFM1/6'/Ny AI-tl.UA 1.41N5 _ — I,r I a 1 t k4 { l ....... . ... �� ... ,,..-.. . ,. . .,,.... 1. ry tl 1 '•, T. - -r �r .;T l .: t b. c __ __ 3 __..� �I --•�._-._. - tW ,;mot .- _ - - - ._-_ '..�I .._ I� t - MAP EXPLANATION VERY SEVERE WIND EROSION HAZARD: areas exposed to erosive winds where soils show very distinct evidence of wind removal and/or accumulation Ii forming dunes more than 48 inches fr �, f }; high. / - SEVERE WIND EROSION HAZARD:areas exposed to erosive winds where soils N show distinct evidence of wind removal and/or accumulation in hummocks 24 to 48 inches high. �w��., MODERATE WIND EROSION HAZARD: __V--- I - - - areas partially protected from erosive _ --"" winds where soils show evidence of wind removal and/or accumula- tion in hummocks up to 48 inches ' E high,and all areas with fine-to medium-grained soils that are protected from wind erosion. SLIGHT WIND EROSION HAZARD:bedrock areas and areas where the soils are coarse-grained and show no evidence, or slight evidence,of soil removal or accumulation. .....Fs... ° i's�.-"iY ..is Mn" Contacts between hazard zones are approximate. _ Source:Modified from Soil Conservation Services,1967 City Limits: Earfh 1 �� Exhibit III-8 `:Consultants @ City Planning '' PALMDESERT TERRA NOVA Area: wind Erosion Hazard Zones internatronal •2522 Nm1119a089Q8W,81t8 018n9t.C6K0m1a92867 Planning&c Research.Inc. GENERAL PLAN in the Palm Desert Pnnnan+A,2°2.8,2, rax p,A,994991' ,DATE:September 10 2001 - wxw.CdtlM009U11a0iT[nm Planning Area �w TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures Seismic Activity The City of Palm Desert, its General Plan study area, and all of the Coachella Valley are located in a highly active seismic area dominated by the San Andreas Fault system. The San Andreas fault occurs approximately 4 miles north of the City, in the northern end of the General Plan planning area. The severity of an earthquake is determined by its magnitude and seismic intensity, which is an estimate of the damage caused by the earthquake at a given location. The Modified Mercalli Intensity (MMI) scale is commonly used to classify seismic intensity. The scale includes 12 levels of damage; the higher the number, the greater the damage. The Alquist-Priolo Earthquake Fault Zoning Act, classifies faults according to the following criteria: active faults show proven displacement of the ground surface within about the last 11,000 years (Holocene); potentially active faults show evidence of movement within the last 1.6 million years. Potentially active faults are considered less likely to be the origin of an earthquake. However, most have been insufficiently studied to determine whether they are truly active or not. The San Andreas and San Jacinto fault systems have the greatest potential to impact the General Plan planning area and are discussed in detail below. The Coachella Valley and San Bernardino Mountain segments of the San Andreas fault pass through the northerly portion of the planning area. No evidence of active or potentially active faulting occurs within the southern planning area, including within the Palm Desert city limits, although a major earthquake on the San Andreas fault could create smaller secondary displacements within the planning area. The Anza segment of the San Jacinto fault zone occurs approximately 10 miles southwest of the planning area. The locations of these faults, in relation to the planning area, are illustrated in Exhibit III-9. San Andreas Fault The closest major fault system to the City of Palm Desert is the San Andreas, which passes through the northerly portion of the planning area. The San Andreas is a right-lateral transform fault, which extends for more than 600 miles from the Salton Sea to Cape Mendocino. The last major earthquake to occur on the southern San Andreas was the magnitude 8.0 Fort Tejon earthquake in 1857. According to the Working Group on California Earthquake Probabilities (WGCEP), the southern portion of the San Andreas is divided into three segments. From north to south, they include the Mojave, San Bernardino Mountains, and Coachella Valley segments. The boundary between the San Bernardino and Coachella Valley segments occurs in the northerly planning area. A 1995 WGCEP report indicates that there has been an increase in regional earthquake activity since 1985, and the stress towards failure has increased on parts of the San Andreas fault. The Coachella Valley segment is the southernmost of the San Andreas fault zone segments, and the least likely of the segments to fail in the next 30 years (22% likelihood of rupturing). It extends from the Salton Sea on the southeast to the Indio Hills on the northwest, and crosses the northerly portion of the planning area. Although paleoseismic studies indicate that the average time interval between earthquakes on the Coachella Valley segment is about 230 years, the most recent rupture occurred about 300 years ago. III-60 rare TN/City of Palm Desert Draft General Plan EIR i Section III—Existing Conditions,Impacts and Mitigation Measures _ a The San Bernardino Mountains segment is also located within the planning area, and extends from the Coachella segment on the southeast to"the Mojave segment on the northwest. It consists of a near- vertical fault segment at the base of the San Bernardino Mountains and a complex segment of compressional and oblique faulting near the San Gorgonio Pass. The San Bernardino segment is considered the most likely to fail within the next 30 years, with a 28% chance of rupturing. It last ruptured in 1812, although the Landers earthquake series of 1992 may have accelerated the potential for another great earthquake on this segment by 8 to 22 years, according to the Geotechnical Background Report for the City of Palm Desert General Plan, April 5, 2001. The Mojave segment represents the northernmost segment of the southern San Andreas fault system. Although it does not occur within the planning area, it is possible that rupture of the Mojave segment Imi could initiate simultaneously rupture on the San Bernardino and/or Coachella Valley segments, potentially causing damage to the Palm Desert area. go San Jacinto Fault The San Jacinto fault is a northwesterly trending, predominantly right-lateral strike-slip fault, which extends about 175 miles in length and is capable of producing magnitude 6.5 to 7.5 earthquakes. Its slip mi rate is between 7 and 17 mm/year, and it has historically produced more large earthquakes than any other fault in southern California. The Anza segment of the San Jacinto fault zone is located approximately 10 miles southwest of Palm Desert and has a 17% likelihood of rupturing over the next 30 years. Elsinore Fault +r The Elsinore fault zone is one of the largest in southern California, but historically has been one of the quietest. It extends more than 140 miles in length and occurs approximately 30 miles southwest of the City of Palm Desert. The Elsinore fault has a slip rate of about 5.0 mm/year, and is capable of generating magnitude 6.5 to 7.5 earthquakes. Potential Earthquake Sources for the General Plan Study Area The table below describes potential earthquake sources for the Palm Desert planning area, including their potential slip rates and magnitudes. Table III-16 Potential Earthquake Sources for the Palm Desert Planning Area Distance from Slip Rate Maximum Design Fault Name Planning Area (mm/year) Earthquake (Mmax) San Andreas Southern Segment (combined) 0 miles 24 7.4 San Bernardino Segment 0 miles 24 7.2 Coachella Valley Segment 0 miles 24 7.0 San Jacinto Anza Segment 10 miles 12 7.2 Source: "Geotechnical Section of the Technical Background Report to the Safety Element of the Palm Desert General Plan," �f prepared by Earth Consultants International. III-61 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures The US Geological Survey and the California Department of Geology have estimated the probabilistic ground shaking likely to occur in the City of Palm Desert, as depicted in the table below. The table shows that the City will be exposed to very high and extremely high ground shaking, with a 10% chance of ground acceleration of 50% of gravity in the next 50 years. Table III-17 Probabilistic Earthquake Accelerations Cit of Palm Desert Probability of Exceedance "Downtown" Palm Desert 10% PE* in 50 yrs. 48.4 5% PE in 50 yrs. 61.2 2%PE in 50 rs. 76 0 *PE is Probabilit of Exceedance Seismically Induced Geologic Hazards Fault Rupture A surface fault rupture hazard occurs in the northern portion of the General plan study area, because of the location of two main branches of the San Andreas fault in this area. Two Alquist-Priolo Earthquake Fault Zone are located in this area. In addition, two Fault Hazard Management Zones are recommended for this area, immediately south of the northern boundary of the northern planning area, for the East Wide Canyon Fault and the West Deception Canyon Fault areas. Ground Shaking Seismically induced ground shaking is the most significant potential geotechnical hazard facing the Palm Desert planning area. Given the City's proximity of the San Andreas and San Jacinto faults, the urban core of the City has the potential to experience very high and extremely high ground shaking values of about 50% of the force of gravity, with a 10% chance of such a seismic event occurring in 50 years. These are probabilistic values, which combine all seismic sources in the area and assess the likelihood of each source to generate an earthquake. These values are among the highest in southern California and are the result of the City's proximity to major fault systems with high earthquake recurrence rates. The effects of ground motion on structures are difficult to predict. Depending on the intensity of the quake, the distance from the epicenter to the site, the composition of soils and bedrock, building design, and other physical criteria, ground shaking may cause no, little, or major structural damage or destruction. In general, peak ground accelerations and seismic intensity values decrease with increasing distance from the causative fault. However, local conditions, such as soft soils, shallow ground water, and the presence of ridge tops, could amplify the effects of seismic waves and result in higher localized accelerations. The Uniform Building Code, California Building Code, and Unreinforced Masonry Law are the primary tools used by local agencies to ensure seismic safety in structures (see Legislation sections below). III-62 �lli, TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures W Liquefaction Liquefaction occurs when loose, saturated, sandy sediments are subjected to ground vibrations greater 1 than 0.2 g and experience a total or substantial loss of shear strength. During liquefaction, affected soils behave like a liquid or semi-viscous substance and can cause structural distress or failure due to ground settlement, a loss of load-bearing capacity in foundation soils, and the buoyant rise of buried structures. Liquefaction typically occurs where the groundwater table is within 50 feet of the ground surface. The liquefaction hazard is considered low throughout most of the Palm Desert planning area, including land within the city limits and north of the city. AIthough strong ground shaking of relatively long duration can be expected, and loose recently deposited sediments cover a large portion of the planning area, the water table is not within 50 feet of the ground surface. It is feasible that ground water levels could rise to within 50 feet of the ground surface where perched conditions and ground water barriers associated with the San Andreas fault can produce conditions that facilitate liquefaction. However, recent water consumption trends indicate that local water levels are dropping. Liquefaction hazards in the planning area are illustrated in Exhibit III-10. The exhibit presents liquefaction susceptibility based primarily on sediment type. As mentioned above, ground water levels in the planning area must rise to within 50 feet of the ground surface for liquefaction susceptibility to be of significant concern in the planning area. Seismically Induced Settlement Under certain circumstances, strong ground shaking can cause the densification of soils, resulting in local or regional settlement of the ground surface. This type of ground failure results when loose io granular, cohesionless soil grains become tightly packed due to the collapse of voids and pore spaces. Recently deposited alluvial sediments and artificial fills that are not properly compacted are especially susceptible to this hazard. Effects can include structural damage and damage to water, sewer, and other + subsurface pipelines. Within the Palm Desert planning area, floodplains and larger drainages underlain by late Quaternary alluvial sediments may be susceptible to seismically induced settlement. Sites near the base of natural hills, also referred to as valley margins, may be particularly vulnerable as a result of differential settlement where bedrock and alluvial deposits are in contact. Seismically Induced Rockfalls and Landslides Strong ground motions can result in landslides, rock slides and rock falls, particularly where saturated ground conditions exist. In the planning area, the potential for landslides to occur is especially high where there is a high seismic potential, rapid uplift and erosion resulting in steep slopes and deeply incised canyons, highly fractured and folded rock, and rock with inherently weak components such as silt or clay layers. i The northernmost and southernmost portions of the Palm Desert planning area are most susceptible to seismically induced slope failure, as these areas occur within or adjacent to the steep terrain of the Little San Bernardino and Santa Rosa Mountains. Moderate risk is associated with land in and adjacent to the Indio Hills. III-63 Sg " � " O!!.N Y R F f f•>•:� l F E N N I_ - G it'lE SAN 9FRNANO NQ MOu.v-tA I ' . East Wide qaffyon.Fefik,_ .w T. _- -- ... �! :West Deception Carryon Fault ..-. .. . I - - . �X) r 194A \ _ i --r • i ... ! 11 .. _ s 1.le it )'.i y _... r br t�l '� YxF � I �ytt44''•• 1 fYa,.,)ji.••,.,... _ L \ c - � ` .: ,Y ti ' gg N. 3 , L . - l L� 1 :1 CC - 9CT M, N. i f -, l Jff I t �' _ � _.� wC{y.• S ' ""_.,Y � �e -3 u uu .. - �L FNkSM'b85a111011trec S. 1 v l f r MAP EXPLANATION E Fault,solid where location known,dashed where appro2dmate,dotted Where inferred. •••M � I I Alquist-Priolo Earthquake Fault Zone -Fauk established by Division of Mines and Geology(CDMG) i� Recommended Fault Hazard Management :i 1 Zone --t- . ,.:z - — — - - c Sure!RASTER MAPS BASE MAP:USGS Topograghi Map S !RASTE SOURCE:Jennings(1994),CDMG(1974,1980) City Limits: Exhibit III-9 �onSUitantS ® Area:City Planning TERRA NOVA / [ PALMD�r Faults and Fault Zones Inf@f112ti0nal � J ® �GENEPOLPLAN 2522 WO aan6a8.8W.,8b8 Onlge,CElifanla 81667 Planning&Research,Inc. in the Palm Desert PEona(/11)262-6121 Fax(/t.)988"a6,1 DATE:September 10,2001 Planning Area wxw.earmconsuxanfF.com - I�...:- ., i8 E'RM AR a�K9 MO.J KF•AIN. 1 '.. .. I r '•.\ I .. I �..' ,• i. I ' ..- "A .. a•- 1- is - .i - ! J u is •'-•.-__-__-_".*_ .4_.__p.G. ,��{ '--_h. ,. '� •,.� `" - %(I .I. +a I •»„ ... ; 4 -- I �ix T lo ''a V s, b4 jjj { I r rl T q ' ut Ln tr- 1...'T t , +i.a •a`."N 3 �h 'Xi f ... , I C,� II y. _ ._.._ _ 4 tL M ,# 66, c I Y .r J. I _-- k �k MAP EXPLANATION ai; � }4• High Susceptibility - 1 /i.. ❑ Fine-grained sediments,groundwater depth above 50 feet. I..- ar- �,2-_ •- �� , - _ Moderate Susceptibility — Fine-grained sediments,groundwater depth tV rrr - `f' i ] between 50 and 100 feet,with the potential to rise above 50 feet. , E. r i a Low Susceptibility i - , Fine-grained sediments,groundwater depth greater than 100 feet. 1 • Not susceptible to liquefaction f_ " ( Underlain by bedrock or Pleistocene and I - • I pre-Pleistocene semiconsotidated to consolidated - ' sediments,or coarse-grained sediments with groundwater depth greater than 100 feet. ---- (no shading) _ ..... BASE MAP:USGS Topograghic Map Sure!RASTER MAPS SOURCE: Earth Consultants International derived from - Ma Morton,and Co AP ' I Matti,M on a x(1992) W D R(1964) SW A(1899) City Limits: _- Earth T, Exhibit III-10 consultants City Planning PALM DESERT International L J TERRA NOVA® Area: GENERALPLAN Liquefaction Susceptibility in the 2522 NoM S.n6,90 BM.,6%a 0-ge,CYRomla 92967 IPlanning&Research,Inc. Pai(II1 Desert Planning Area Rv�^a Me,o1u./om Fev p1p 9960911 DATE:September 10,2001 b 60 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures Deformation of Sidehill Fills to Another hazard associated with strong seismic ground shaking is the deformation of sidehill fills, which can result in minor to severe property damage. Sidehill fills are artificial fill wedges typically constructed on natural slopes to create roadways or level building pads. Strong ground shaking may result in cracking at the cut/fill contact area, differential settlement in the fill wedge, and bulging on the slope face. This phenomenon has occurred most often in relatively thin fills of 9 meters or less placed near the tops of narrow ridges. Hillside grading designs within the planning area may be susceptible to this hazard, and the likelihood of its occurrence should be evaluated during site-specific geotechnical investigations. ar Ridgetop Fissure and Shattering Ridgetop fissuring and shattering is thought to be the result of intense amplification or focusing of seismic energy due to local topographic features. Linear fault-like fissures and shattering of surface soils on the crests of steep, narrow ridgelines occurred during the 1989 Loma Prieta and 1994 Northridge earthquakes. This phenomenon can result in severe structural damage, particularly if it occurs on air relatively high (greater than 100 feet), narrow (typically less than 300 feet wide) ridges flanked by slopes steeper than about 2.5:1 (horizontal:vertical). The potential exists for ridgetop fissuring and shattering to occur on the steep, narrow slopes of the Santa Rosa and Little San Bernardino Mountains in the Palm Desert planning area. However, given that development does not typically occur on these slopes, the impacts of these phenomena on man-made structures and human life is not expected to be significant. a■ Seiches and Seismically Induced Inundation Seiches refers to seismically-induced oscillation or sloshing of water contained in reservoirs, lakes, ►' ponds, swimming pools, and other enclosed bodies of water. This hazard is dependent upon the frequency of seismic waves, distance and direction from the epicenter, and site-specific design criteria of the enclosed body of water. In the event of strong ground shaking, the degree of damage to small bodies of water, such as swimming pools, in the planning area would likely be minor. However, seiching could result in the failure of larger bodies of water, including water tanks, retention basins, recharge basins and other water storage structures, and could result in the inundation of land and structures downgradient. Damage to water storage tanks could significantly hinder efforts to suppress fires and limit the supply of potable water after a major earthquake. Design elements, such as baffles, are warranted to reduce the potential for seiches in tanks, open reservoirs, and ponds where overflow or structural failure may cause damage to nearby properties. The American Water Works Association (AWWA) Standards for Design of Steel Water Tanks includes new criteria for the seismic design of water tanks. In addition, .era groundwater recharge basins should be designed and engineered to address this seismic hazard. The Colorado River Aqueduct extends across the northerly boundary of the planning area, near the base of the Little San Bernardino Mountains. It lies extremely close to and parallels the San Bernardino Mountains and Coachella Valley segments of the San Andreas fault zone. A surface-rupturing earthquake on either of these segments could damage the aqueduct and release large volumes of water. Depending on the level of damage, repairs to the aqueduct could take several weeks. � a III-66 � �'. ." 1. `. - : I '1 AiLT LE 514K SE Fx R.o f n'R MV aj TA lx5 I.ti I".•,. }' rY ' I tv i 4 i .\ f, �1 I f I j t . 1 .1. 't - ;1. .I' ._ _ :l J o . . . , _ - _ _ - _-. .. �.. I _. - II 'I' - j _ - 1 a. i .._ ,L�__� ---- - -J __ 4 L -.tt t .;S. -" !I .I•- .. , -_ -. __ j ,; -,fr..._'` .,l _ y -�.. .._ , -- I i -+1 I I ,. , t � _ �w I L _ I { t'i }€ t.J' I ' , - l , ,. Ji II ! r / i I I:., LI 1- -,- i 1, .. . , 1.. . _ I. \ .. ,. - __ _. .. . -. - • __ . �;- __�._ . --- .". . • .�,. •. ..._.I _ .. .. _ .. �___.. _._— . . _ .. — I- ._. i i t ti .�» ,_ 7 ....,, •.• - _. - .. - ,. - c _:: .. r: - ___ _ - -- 1 _._. r k I: ..; _ j Y e:1 1 _ .. q ti . r- ...,.... ,. .. ' .I.. I t l 1 r <',. 10 t i I I Pill ", f i _ � v M t I �. ,y _ Y . i 1 ll____ ' `.. ` _ I n`.� r+ ; t' s -,...II I.... I1. �,!J , I r���tr� ,.,. ' I ...............i �. .j 1 ,� - ��• C"p .�%. , $- ._. _ . �' ( t II++'! 1. .: I f'a�Fti.' [ll: J'. I \`\ C I >�\ r\ . . a I I Kj/ ,� .. V. �L , �,,. I .1 Ott. -, n 6 �.• i - r. `\\ - t \\ \ _.._ , ,-r-- f I . x ,.��u r J, vT'yt.i :j I A. y ) , :"'-fig °U "r'_'_`,"""_ — �\I\ '' - �t � f@- tt ->,-4a� mot, - :�{ - 'I I _ •-I ti 1'•:: .�'.L ` '� L .1ra . Y �I 'LK:y I I ��.� ..I \\1 yam. >�F { 1_r y. ' `{�_ \ �y1 ,XR,J, °i r r C FJ, �'" t-> I _ % ' i. 'S� ,t ar . � y��@. L L , ___ _ r -.. -.— _ � -- - - -a,.- ...K. , 11, .. .. .. I i� � _.._ ``~�x /c vp' r SS r -.1 `yZ Ya.,,r,y. J �I r :} t - - ! J�,' 'lVg_a 24 -.w:. ! tt.t, !I' L 1_ "r '6� ,. ­�.7.:'�a.r H - �; n•�Y 2 t !-w a, 1 / 0. r ° ' j -' I. F - 4 ErI. ,: . ... ;a,. ,�lL. J ... Fr ?� .�a .),T'• r ,, P S G ;I f i i. ,.� Ih B,_.1f� B a s _ _ • _ . , _ _ % I 1' I t n I . . i L ,`. .1 .. . . + .. . , ... - -- -1 - -- -. _. 1 _ai. t )� .I i 1 r., �I. I t a.I I Iti Y r i -- — .,� J. > 1 . + .. ! ,-a r lk Y L•. iKl r Y4;- fi:i)1'1 - l }I 4 rI7 `I Y l`y 1 'e a ' 1 -" - ` i._ - { C ,4' rj - s . ,'.'r i,C ;T' t Tl- J _ 1 ...1 ) ., tR ,x .._.. -. } i ri _ Y1 MAP EXPLANATION _" - -k I _ I �'F; j _ Areas with a HIGH susceptibility to seismically -t; �' . j �'. ;� induced settlement;underlain by young, •-:-.4' : a` n unconsolidated deposits,especially high / - - e I .l t-.X t r _ risk near the base of the mountains. - G ;1 •.� , .. . I 1! . ( J -I ® Areas with a LOW susceptibility to seismically 5. - { a induced se leme nderlain by pleistocene - --- ----- _.. . .. —. _ _ sediments 8 nt u - _ , I ' l - ` ! J Areas NOT susceptible to seismically induced settlement(no shading);underlain by bedrock I _ _' re• a and consolidated sediments. t.$3, ._.0 4s, _ _ .. ". " .. M , - . _ --- - I. BASE MAP:USGS Topograghic Map Sure!RASTER MAPS c n:+ - .x > .... , -. `. I - - _ 1 SOURCE:Modified from Jennings(1994),CDMG(1974,1980), a , - - .! ". "" - j " .. Matti,Morton,and Cox(1992) City Limits: - Exhibit III-11 Earth r �.-- nsuftants ® City Planning 'A Intemational J TERRANOVA Area: lPALMDESERT Seismically Induced Planning&Research,Inc. GENERALPLAN Settlement in the 1931(71 202ago aM1.,51e0 71>I,ye•-0971mla 91B61 Phone.'_.611, FaYpip998-09I1 p Palm Desert Planning Area .,«.,.„>,�r„»>„.n,>.�om DATE:September 10,2001 ' i .. .iL b•... I _ :.�..4 SAN �F.N,,Y q�rN ' 1 ._ 44. 1, f , y ...• R} '�• 1. I_ `_i �� 1 I, ,N •�, • ;. , -tea`. k -__ ,", - r o f ! 1 1 �t''l d C��n I I�) �• I.I.r. 1 ..,.r, \� 1 .. f x y�..... '-1.-'1.-_ II 1 ..4 '. ' �•_-•_ + 6>.�+ I I '�J t'y 1 ..r. , ....I � ' •I�fi I I h''7'a.-x�+ I 1 I^ T�''t�- 'r y' I I��l� ,...... <i + It >,. . I ! \f?1 `—err ° l f 41 .(,{ �Y�� ,,YtN1 Q�^"f•.11�'I n��)I1')1 dt1 I I(1 Iyrolla ,p T) '� ,w .,_f-... ^M•T.r>Yf. t < I _ - — 'P S - ti't�r6.rl) � y ,7MF1��,��I]` ���.,�f f�1({�1J.1(..' '�r,�.4„71 V'I•'',l d yl, I , y' .,-�r..r... ` 5.' oGt ia�+'sMr � Yr.� �rm. •y-.�r"7. �Y �. �. j •\I _�,• �_1- .y 1. WO f Y p + I T ..ems] i� .. , ,•>• R'�c7�li«, 1e�r. I _I I III 12.F o tt , 41f'r+1 �I..1. ? � <' G Sr�R ��J' ,�"' _� !•' ` __ _ - ___ - ._ I -n't) --f{ •__ .. -.. ... l<F. 4T1 .. 1�,.. ✓)5.. Lin'. -lam_ ____ ___.__ __._._. - ...1 i .._ r •!4 I P .I . `Y f_�_ � r.r I<• 4J i I ~ -5!•.«••`.i.=-x I ,alley�!1�J;..li -r� i%U r MAP EXPLANATION S i• j rr`{a =g Ll Mountainous or hillside areas underlain by foliated andlor fractured bedrock,or bedded moderately t consolidated o indurad t a r :<• t> 11 t fractures andbedd g assumel rd assumed sediments. provetplanes Y ' '`• { e of weakness along which slope instability could occur. Numerous rock falls and landslides could occur in response to an earthquake. Ridge top shattering and lateral deformations could occur at top of ridges. (� Mountainous areas underlain by massive bedrock (X I l assumed to be less likely to fail during and "r �(i U earthquake. i y � Areas underlain by massive to thickly bedded, ' unconsolidated to consolidated sediments, with slope gradients greater thans ld ngreoes that are susceptible to slumping, I flowing during an earthquake or during intense \' s rainfall events. Includes levee areas where the face of the levee is high or steep enough that slope instability during an earthquake could _ ',�:`•`�. rM,?"r'1 / :l', \.,° - r r occur. •I• ' r "� Areas at the base of mountains or hills,or alongitity P n I incised drainages,with a high susceP `d, , "� It' J deeply im acted by rock falls and seismically of being p I t _ induced landslides. r' _ 'y Areas near base of mountains or hills d lan lidos. ..� '- '.j I ` a moderate susceptibility of being impacted s, N r rock and seismically induce cis i by roc s o ra hic gradient underlain Areas of shallow top 9 P with a tow young unconsolidated sediments,e y rock W. v I by you im act d b r k •yy� j t I �; y ❑ to none susceptibillt °f shading)• falls and landslides(no •^ ° /�1 slope instability. "t P r - This map may not show all areas subroximate. i '„-:,.• 1 ` ( The contacts between zones are apP .. .• 'I ._.._:�.... �.: _ _ - � ° reghic map Sure!RAST'ER MAPS SE MAP:USGS To' 9 derived from rr- , y1 I M ( EM) n ional(20 SOURCE:MI Digital Etevaf on ato I Model and USG G 1965) - CDM - '� Exhibit III-1 Rock Fad and r { lei 1�'1� . 2 3 o } n►icatlyinducee . .ty ap in the DESE� Sea dslide Susc P niY►g Area � • . COY Limits' PA�LM� L 4a\mDesert Ptan _ I� i, +r. TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures i 2. Project Impacts The buildout of the General Plan will increase the potential for a number of geologic and seismic hazards within the General Plan study area. The construction of all types of structures in varying terrain could expose persons and property to hazards relating to subsidence, slope instability and rock fall, and seismic hazards. Soils The General Plan study area includes lands adjacent to the Santa Rosa Mountains, the Indio Hills and the Little San Bernardino Mountains, where slope failure and rock fall could occur. Limited development potential exists for the southern portion of the City, which is generally designated for Open Space land uses. In the northern portion of the planning area, residential development could occur in close proximity to slopes. Development in these areas should include the preparation of site specific analysis to assess the potential impacts of rock fall and slope stability prior to construction of structures for projects which might be down-gradient from such hazard areas, as shown in Exhibit III-12. Alluvial fan deposits and blowing sand deposits throughout the General PIan study area are vulnerable to collapse and/or hydrocompaction. When saturated, these soils could lose cementation and cause damage to structures and foundations that are built upon them. In areas proposed for development, site- specific studies must be conducted to evaluate the collapse potential. Subsidence in the Coachella Valley is closely associated with groundwater overdraft. Structures sensitive to slight changes in elevation, such as canals, sewers and drainage improvements are generally sensitive to the effects of subsidence and may be damaged if subsidence occurs. Mitigation of subsidence and its potential impacts will require a regional approach to groundwater conservation and recharge. The northern portion of the planning area is highly susceptible to wind erosion. Increased development and surface disruption resulting from grading and construction loosens soils and increases the amount of dust and other small particles in the air. However, in the long-term, the installation of landscaping associated with new development will contribute to the stabilization of drifting sand. The City currently - requires the preparation of erosion control plans as part of the grading permit process, providing site- specific mitigation for this hazard with each development. Project-specific erosion control measures must continue to be implemented to protect on-site soils. The potentially adverse health impacts associated with suspended dust and blowsand are further discussed in Section III-H, Air Quality. Seismicity Two Alquist-Priolo Earthquake Fault Zones occur within the General Plan study area. In addition, the area will be subject to significant ground acceleration and potential damage from significant earthquakes within the next 50 years. Earthquakes can trigger slope instability, liquefaction, settlement and flood inundation, and can cause a variety of localized, but no less destructive hazards such as urban fires, dam failures, and toxic chemical releases. Smaller structures could be shifted from their foundations and cause gas leeks and fires. III-69 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures r The greatest hazard with smaller structures is that of unreinforced masonry buildings. The City has identified and caused to be retrofitted four such structures. The City Department of Building and Safety adopted the 1997 Uniform Building Code (UBC). New development in the City will be subject to this, 16 or later versions of the UBC and/or International Building Code, and should be able to resist major earthquakes without collapsing, although structural damage could occur. Liquefaction Liquefaction hazards in the City and planning areas are considered generally low, except in the northern portion of the planning area, in a small area between the Indio Hills and the Little San Bernardino Mountains. This area could develop with limited residential development with buildout of the General Plan. The City should require site specific liquefaction studies as development is proposed in these areas. The analysis will include mitigation measures should liquefaction be considered likely on these properties. 3. Mitigation Measures A. The City shall establish and maintain an information database containing maps and other information which describe seismic and other geotechnical hazards occurring within the City boundaries, sphere-of-influence and planning area. B. Proper structural engineering, which takes into account the forces that will be applied to structures by anticipated ground motions,shall provide mitigation for ground shaking hazards. Seismic design shall be in accordance with the most recently adopted editions of the Uniform 06 Building Code and/or International Building Code, and the seismic design parameters of the Structural Engineers' Association of California. 1W C. Proposals for development on wind or stream-deposited sediment on the valley floor shall include site-specific subsurface geotechnical investigations that address settlement, liquefaction, and collapsible soils. These hazards can generally be mitigated by proper excavation, compaction and foundation design. D. The City shall continue to require expansive soils testing as part of its grading and building "ot codes, and shall assure the implementation of mitigation measures which minimize these hazards, such as the use of reinforcing steel in foundations, drainage control devices, overexcavation and backfilling with non-expansive soils. E. The City shall continue to support and encourage local and regional groundwater conservation measures in an effort to mitigate potential subsidence resulting from groundwater overdraft (see also Water Resources discussion in Section III-F). F. All grading permit requests shall include a PM10 Management Plan in conformance with the latest approved Coachella Valley PM10 requirements in place at the time construction occurs. Blowing dust and sand during grading operations shall be mitigated by adequate watering of rit soils prior to and during grading, and limiting the area of dry, exposed soils during grading (see also Air Quality discussion in Section III-H). III-70 TN/City of Palm Desert Draft General Plan EIR va Section III—Existing Conditions,Impacts and Mitigation Measures G. Where development is proposed adjacent to or in close proximity to steep slopes, site-specific I to geotechnical studies shall be conducted to evaluate the potential for rock falls and/or slope failure, and to establish mitigation measures which minimize these hazards. ON H. All development proposed within Alquist-Priolo Earthquake Zones shall comply with State requirements for site-specific study, including trenching to locate fault traces, and to submit this analysis prior to any development approval for the property. rr H. During site grading, all existing vegetation and debris shall be removed from areas that are to receive compacted fill. Any trees to be removed shall have a minimum of 95% of the root systems extracted. Man-made objects shall be overexcavated and exported from the site. Removal of unsuitable materials may require excavation to depths ranging from 2 to 4 feet or more below the existing site grade. ift I. All fill soil, whether on site or imported, shall be approved by the individual project soils engineer prior to placement as compaction fill. All fill soil shall be free from vegetation, organic ,; material, cobbles and boulders greater than 6 inches in diameter, and other debris. Approved soil shall be placed in horizontal lifts of appropriate thickness as prescribed by the soils engineer and watered or aerated as necessary to obtain near-optimum moisture content. 40 J. Fill materials shall be completely and uniformly compacted to not less than 90% of the laboratory maximum density as determined by ASTM test method D-1557-78. The project soils 40 engineer shall observe the placement of fill and take sufficient tests to verify the moisture content, uniformity, and degree of compaction obtained. In-place soil density should be determined by the sand-cone method, in accordance with ASTM Test Method D-1556-64 (74), it or equivalent test method acceptable to the City Building and Safety Department. K. Finish cut slopes generally shall not be inclined steeper than 2:1 (horizontal to vertical). "' Attempts to excavate near-vertical temporary cuts for retaining walls or utility installations in excess of 5 feet may result in gross failure of the cut and may possibly damage equipment and injure workers. All cut slopes must be inspected during grading to provide additional recommendations for safe construction. L. Finish fill slopes shall not be inclined steeper than 2:1 (horizontal to vertical). Fill slope surfaces shall be compacted to 90% of the laboratory maximum density by either over-filling and cutting back to expose a compacted core or by approved mechanical methods. g M. Foundation systems that utilize continuous and spread footings are recommended for the support of one and two-story structures. Foundations for higher structures must be evaluated based on structure design and on-site soil conditions. N. Positive site drainage shall be established during finish grading. Finish lot grading shall include a minimum positive gradient of 2% away from structures for a minimum distance of three (3) feet and a minimum gradient of I% to the street or other approved drainage course. III-71 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures O. An adequate subdrain system shall be constructed behind and at the base of all retaining walls to allow for adequate drainage and to prevent excessive hydrostatic pressure. P. Utility trench excavations in slope areas or within the zone of influence of structures should be properly backfilled in accordance with the following recommendations: a) Pipes shall be bedded with a minimum of 6 inches of pea gravel or approved granular soil. Similar material shall be used to provide a cover of at least 1 foot over the pipe. This backfill shall.then be uniformly compacted by mechanical means or jetted to a firm and unyielding condition. b) Remaining backfill may be fine-grained soil.It shall'be placed in lifts not exceeding 6 inches in thickness or as determined appropriate, watered or aerated to near optimum moisture content, and mechanically compacted to a minimum of 90% of the laboratory maximum density. c) Pipes in trenches within 5 feet of the top of slopes or on the face of slopes shall be bedded and backfilled with pea gravel or approved granular soils as described above. The remainder of the trench backfill shall comprise typical on-site fill soil mechanically compacted as described in the previous paragraph. Mitigation Monitoring/Reporting A. During any project site preparation, the City Engineer and Building Department staff shall conduct site inspections to ensure compliance with applicable City ordinances and conditions of approval, as well as any additional erosion control mitigation measures specified in this document. Responsible Parties: City Engineer, Building Department, developer, grading contractor. B. Subsequent to preparation of final development plans and specifications, but prior to grading and construction, the foundation plans should be reviewed by the City Engineer to verify 3 compatibility with site geotechnical conditions and conformance with recommendations contained herein. The need for additional subsurface exploration will be determined on a project by project basis. Responsible Parties: City Engineer, geotechnical consultant. C. When appropriate, rough grading of a project site shall be performed under geological and engineering observation of the geological consultant and/or the City Engineer. Rough grading includes, but is not limited to, grading of overexcavation cuts, fill placement, and excavation of temporary and permanent cut slopes. Responsible Parties: City Engineer, geotechnical consultant. i D. As determined appropriate by the City Engineer and consulting geologist, the geotechnical consultant and/or the City Engineer shall perform the following observations during site grading and construction of foundations to verify or modify, if necessary, conclusions and recommendations in the project's geotechnical report: III-72 air TN/City of Palm Desert Draft General Plan EIR to Section III—Existing Conditions,Impacts and Mitigation Measures I. Observation of all grading operations. 2. Geologic observation of all cut slopes. 3. Observation of all key cuts and fill benching. 4. Observation of all retaining wall back cuts,during and following completion or excavation. 5. Observation of all surface and subsurface drainage systems. 6. Observation of backfill wedges and subdrains for retaining walls. 7. Observation of pre-moistening of subgrade soils and placement of sand cushion and vapor barrier beneath the slab. S. Observation of all foundation excavations for the structure or retaining walls prior to placing r forms and reinforcing steel. 9. Observation of compaction of all utility trench backfill. Responsible Parties: City Engineer and/or geotechnical consultant. +�w D. Hydrology 1. Existing Conditions Hydrology is significantly influenced by the geography and climate of a particular locale. The Coachella Valley and the City of Palm Desert occur in a low desert basin, flanked by local mountain ranges that isolate the region from moist and cool maritime air masses coming on shore to the west, creating a subtropical desert climate.The desert floor receives a very low mean annual rainfall, ranging from 4 to 6 inches per year. In some years, no measurable rainfall has been reported. In general, precipitation occurs during the winter months, between December and March. The surrounding mountain slopes generally #W receive rainfall that increase with elevation. The mountains and upper elevations of the General Plan study area are generally cooler, with about a 5°F drop in temperature with every 1,000-foot increase in elevation. Daytime temperatures in the valley reach up to 125°F occasionally during the summer season + ► and winter temperatures rarely fall below freezing. Although the Coachella Valley has a low mean average rainfall, the region is susceptible to flash floods generated by occasional high-intensity thunderstorms and tropical storms, occurring primarily during late summer and early fall. Dry ground surfaces can become saturated by intense and excessive rainfall, resulting in substantial reduction of percolation rates and increasing runoff. Permeable soils covered by asphalt and other impervious surfaces associated with development also contribute to rainwater runoff. Potential landslides, and debris or mudflows can occur in hilly or mountainous areas when saturated soils are weighed down by water. Flash flooding in the Coachella Valley is generally limited to washes extending from mountain canyons, floodways and floodplains adjacent to rivers and low-lying drainages. Flooding on alluvial fans can be particularly damaging because floodwaters move at high - velocities and spread across wide unchannelized areas. Given that most of the City is situated on alluvial fans, the hazard posed by flooding is significant if not mitigated. Flooding can also be an attribute of unusually warm conditions occurring in early spring, which cause the snow pack on adjacent mountains to melt rapidly. In fact, nearly all of the surface water in the Coachella Valley originates from snow melting off the slopes of the San Bernardino, Little San UNA Bernardino and San Jacinto Mountains. The water is usually absorbed by porous sands and gravels on i _ ' III-73 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures idi the valley floor and continues to flow underground. However, if surface sediments are already saturated, additional runoff can remain on the surface and result in minor to major flooding. Major historic storm events are used to gauge the potential for future flooding. Benchmark storms used by the U.S. Army Corps of Engineers to calculate the most intense credible storm include the storm of September 24, 1939. It was centered over Indio and consisted of a thunderstorm that preceded a major storm off the west coast of Mexico. This intense storm generated 6.45 inches of rain in a period of 6 hours. Tropical storm Kathleen is another example of the storm runoff potential in the area. During September 9-11, 1976, very heavy general rainfall was generated over a three-county area, with Palm Desert receiving 6.81 inches of rain. The surrounding hills and mountains received as much as 14 inches, draining into the valley and contributing to excessive flood damage in desert communities. Potential flooding problems in the City of Palm Desert, its sphere-of-influence and planning area are associated with storm flows in the Whitewater River and its tributaries, flooding on the alluvial fans, and to runoff associated with the Indio Hills and the foothills of the San Bernardino and Little San Bernardino Mountains and the Santa Rosa Mountains. Regional Stormwater Management " The Coachella Valley Water District (CVWD) and the Riverside County Flood Control District are responsible for the management of regional drainage within and in the vicinity of Palm Desert, including rivers, major streams and their tributaries, and areas of significant sheet flooding. Both Districts are empowered with broad management functions, including flood control planning and construction of drainage improvements for regional flood control facilities, as well as watershed and watercourse protection related to those facilities. To carry out their mandates, both Districts also have powers of taxation, bonded indebtedness, land and water rights acquisition, and cooperative partnerships with local, state, and federal agencies. An elected Board acts as the official decision-making body of CVWD, i while the Riverside County Board of Supervisors is the official decision-making body of the Riverside County Flood Control District. Stormwater associated with lands south of the Indio Hills, in the General Plan planning area, is managed by CVWD, which applies flood protection measures provided in the Riverside County Flood Control District's Ordinance #458 in its management district. The Riverside County Flood Control District is responsible for the management of Stormwater on lands of the General Plan study area located in the Santa Rosa Mountains and north of the Indio Hills, extending to the northern boundary of the General Plan study area. j i Local Drainage Management The City is directly responsible for the management of its local drainages. Storm water facilities in the City include levees, channels and debris and detention/retention basins. The City has adopted a Drainageway, Floodway, and Watercourse Ordinance which provides development regulations on flood , plains. Under this ordinance, construction is prohibited in designated flood-prone areas until flooding hazards are eliminated.5 Part of the City's local drainage management is also based on the current Palm Desert Comprehensive Storm Drain Master Plan, prepared in March, 1993. This Storm Drain Master Plan is a strategy for the construction, maintenance and funding of storm drainage improvements in the City. It describes a watershed area that is divided into four major zones. Each of the four major zones 5 "Seismic,Geologic,and Flooding Sections of the Technical Background Report to the Safety Element of the General Plan for the City of Palm Desert,"prepared by Earth Consultants International,January 17,2002: III-74 i TN/City of Palm Desert Draft General Plan EIR 40 Section III—Existing Conditions,Impacts and Mitigation Measures consists of several drainage areas which include existing and proposed pipeline configuration And size. Though a conceptual study, it has been implemented by the Master Drainage Plan ordinance and serves as the operational tool for technical guidelines and developer requirements regarding site retention or installation specifics. Financial plans, however, have not been implemented. Major Flood Control Facilities The regional drains in the City limits include the Whitewater Stormwater Channel, Deep Canyon Stormwater Channel, and the Palm Valley Stormwater Channel. The Mid-Valley Stormwater Channel, proposed by the Coachella Valley Water District, will run adjacent to the Southern Pacific Railroad tracks through the City of Palm Desert. Designing, financing and constructing these facilities are significant challenges and important opportunities. Methods of flood controls and their costs are weighed against the economic impacts likely to result from major flooding; in some areas, flood control improvements are frequently necessitated by development itself, which creates its own runoff management problems. Whitewater River The Whitewater River Stormwater Channel is one of the main drainage facilities for the Coachella Valley from north of Palm Springs to the Salton Sea. CVWD facilitated improvements including realignment, widening and deepening of the Whitewater River Stormwater Channel through the mid- 70s. The channel is 50 miles long and has levees that range between 16 and 20 feet in height. It has a capacity of 82,000 cubic feet per second or 130,000 acre-feet within a 24-hour period.6 imp The Whitewater River Stormwater Channel in the vicinity of Palm Desert is an engineered channel that generally follows the "natural" path of the Whitewater River.'The Palm Desert portion of the channel is unlined and was built from and into natural materials. Cross-sections of the Whitewater River Channel, imp in the vicinity of the City illustrate that the flood control facility is approximately 250 feet wide at the bottom, 30 feet high, and has a 3:1 (horizontal:vertical) side-slope configuration. It also has a gradient of about 13 feet per mile as it passes through Palm Desert. The channel is designed to provide protection from a 500-year flood. Deep Canyon Stormwater Channel The Deep Canyon Stormwater Channel was completed in 1940 by CVWD in conjunction with developers. In general, this northeasterly trending channel occurs near the southeasterly edge of the City, south of Fred Waring Drive and Highway I I I and east of Washington Street. This channel, along with a to, series of dikes and a spreading area, was constructed to divert major storm flows around Palm Desert to the Whitewater River Channel near Point Happy, approximately three and one-half miles east of the present City limits.' Although a major conveyance system in this area, the Deep Canyon Channel will not accept any additional runoff generated from development. Any further development in this area will be required to retain all the incremental runoff produced within that specific development. T 6 Ibid. 7 "Seismic,Geologic,and Flooding Sections of the Technical Background Report to the Safety Element of the General Plan for the Cityof Palm Desert,"prepared by Earth Consultants International,January 17,2002. l y 8 "The Master Drainage Plan for the City of Palm Desert,"prepared by NBS/Lowry,Incorporated,March 1993. III-75 TN/City of Palm Desert its Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures Palm Valley Stormwater Channel Completed in 1983, the Palm Valley Stormwater Channel lies adjacent to the westerly City limits of Palm Desert, and provides for the diversion of stormwater produced in the mountain regions westerly of the channel. The Palm Valley Stormwater Channel runs northerly along the west side of the city, draining areas southwest of the City limits and, for the most part, west of Monterey Avenue (State Route 74), carrying runoff into the Whitewater Channel. Prior to its construction in 1983, a dike was constructed south of the Ironwood Country Club to divert stormwaters from Dead Indian, Cat, and Carrizo Canyons around Palm Desert. Upgrading of the Palm Valley Channel through Palm Desert, in order to capture flows from Dead Indian and Carrizo Canyons, was achieved by CVWD. Previously; Dead Indian and Carrizo Canyon flows joined Deep Canyon flows through Indian Wells. With the completion of the Palm Valley Channel, only Deep Canyon flows now travel through the Deep Canyon Stormwater Channel. The cities of Indian Wells, Rancho Mirage and Palm Desert each formed redevelopment agencies to finance the upgrading of the Palm Valley Channel. This $16.9 million project, completed in 1983, includes debris basins at the 1W mouth of Dead Indian and Carrizo Creeks, a concrete-lined channel from Dead Indian and Carrizo Creeks and a concrete-lined channel from the Dead Indian debris basin to the Whitewater River Stormwater Channel, following the general course of the existing Palm Valley Channel west of Highway 74. <, Mid-Valley Stormwater Channel Coachella Valley Water District's Feasibility Study of March 1990 discusses as a preferred alternative the construction of a regional trapezoidal drainage channel to be built adjacent to the Southern Pacific Railroad tracks. Starting at Date Palm Drive in Cathedral City, and continuing southeasterly to about one-half mile east of Cook Street within the City of Palm Desert, it is designed to collect runoff south of the Southern Pacific Railroad from the northern slope of Palm Springs Sand Ridge. The Federal Emergency Management Agency (FEMA) does not identify the Mid-Valley project area as a flood hazard zone. However, analysis prepared by Bechtel Engineering for CVWD indicates that development in the project area, without the benefit of the 100-year on-site retention, would generate a storm discharge of 4,827 cfs (cubic feet per second) in the vicinity of Ramon Road, and 7,201 cfs at Monterey Avenue. ed Storm discharge at the Mid-Valley Channel's confluence with the Coachella Valley Channel (the easterly extension of the Whitewater River Stormwater Channel) would total about 20,837 cfs, indicating the potential of the drainage area to generate significant stormwater runoff once development occurs. The Mid-Valley Stormwater Channel is sized based upon policy requiring all development in the drainage watershed to retain 100 percent of the 100-year storm on site. On a case-by-case basis, the CVWD and the City may allow development in proximity to the channel to discharge the difference in runoff between the vacant and built environment directly into the channel. Testifying to the effectiveness of the City's 100-year storm retention program for new development in the project area, mitigation is expected to reduce the 100-year stormwater discharge at Ramon Road to 1,280 cfs, Monterey Avenue to 1,426 cfs, and at the Coachella Valley Channel to 12,690 cfs. III-76 iWr TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures Flood Control Improvements Areas in the City that have received flood control improvements are those subject to potentially destructive floods with a probable frequency of at least once every 100 years (100-year flood). Significant capital investments have been made in the community where these threats occur, and are listed on the following Table. Table III-18 Major Drainage Channels Year Built Cost Channel (current improvements) (Millions) Funding Deep Canyon Stormwater Channel 1940 CVWD/Development RDAs Palm Valley Stormwater Channel 1983 $16.9 (Indian Wells,Rancho Mirage and Palm Desert) San Pascual Channel(2 phases) 1981, 1983-1984 unknown drainage fees and general fund* Whitewater River Channel mid—1970's $10** CVWD Mid-Valley Stormwater Channel 1990- CV WD/Development *Funding source as projected by City Public Works staff **Includes improvements to the Whitewater River Channel and Coachella Valley Stormwater Channel in 1960's dollars. Regional Drainages Wide Canyon Dam The Wide Canyon Dam is located to the northwestern-most portion of the General Plan study area, and is maintained by the Riverside County Flood Control District. Built in 1968, the Wide Canyon Dam is an earth-filled dam, with a height of 84 feet and hydraulic height of 74 feet.' Records at the California Office of Emergency Services indicate that the Wide Canyon Dam has the potential to inundate the northwestern portion of the General. Plan study area. Division 3 of the California State Water Code defines the statutes governing dam safety and empowers the California Division of Safety of Dams (CDSD) to monitor the structural safety of dams that are greater than 25 feet in dam height or 50 acre-feet in storage capacity. Given these criteria, the Wide Canyon Dam is monitored by CDSD for structural safety. g Local Drainages Local drainages can pose a significant flood hazard to existing and future development in the City. The Master Drainage Plan for the City of Palm Desert (1993) documents the existing runoff and flooding conditions for the City and its Sphere-of-Influence, and presents proposed drainage systems, conceptual design and cost estimates and financial analysis for funding techniques for future implementation. 9 "Seismic,Geologic,and Flooding Sections of the Technical Background Report to the Safety Element of the General Plan for the City of Palm Desert,"prepared by Earth Consultants International,January 17,2002. III-77 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures Dead Indian Channel Dead Indian Channel, extending downstream from south of the corporate limits, diverts flood flows from the eastern half of Dead Indian Canyon to Ironwood Channel and the Living Desert Debris Basin. It connects to a topographic knob approximately 700 feet downstream of the City limits, and collects flows that have been directed against the foothills on the eastern edge of the alluvial fan. It then conveys them around a bend and easterly to the Ironwood Channel. Ironwood Channel Ironwood Channel conveys flows from Dead Indian Channel and portions of Deep Canyon to the Living " Desert Debris Basin. An outlet channel to Deep Canyon Channel conveys the flow to the Whitewater River. Portola and Haystack Channels, Portola and Haystack channels are located north of the Living Desert Debris Basin in Palm Desert and Indian Wells, and provide flood protection by diverting flows away from populated areas toward Deep Canyon Channel. Flood Hazard Areas The Federal Emergency Management Agency (FEMA) maps areas of the United States which are susceptible to flooding. The resulting documents are the FEMA Flood Insurance Rate Maps (FIRMS), which identify areas prone to flooding from 100-year and 500-year storm events and serve as the basis for determining the need for, and availability of federal flood insurance. A 100-year flood event refers to a flood which has a 1/100 chance of occurring in any one year, while a 500-year flood event has a 11500 chance of occurring in a given year. The recurrence interval represents a long-term average period between floods of a given magnitude, but floods could and do occur at shorter time intervals, occasionally within the same year. Exhibit III-13 is a compilation of data from several FIRM maps which correspond to the General Plan study area. As illustrated, lands south of the Indio Hills and north of the Interstate-10 freeway are wig susceptible to flooding hazards mostly associated with the 100-year flood event. Flooding in these unincorporated lands of the General Plan study area is associated with surface runoff originating from the Indio Hills. The southern limit of these flood-prone areas is the embankment of the Interstate-10 Freeway. The Coachella Valley Water District has proposed significant improvements in the northern portion of Palm Desert. Amendments have not yet been approved by FEMA, but CVWD expects that these proposed changes, when implemented, will reduce the flooding hazard in this area. Other parts of the General Plan study area that are located within the 100-year flood plain include the southern-most city ' limits and a few areas in western Sky Valley. The southern portion of Sun City, located north of the I-10 Freeway, is subject to the 500-year flood event. s According to the Flood Insurance Study for the City of Palm Desert (FEMA, 1996), the potential flooding sources in Palm Desert are the Whitewater River and the canyons discharging onto the alluvial fans upon which the City is situated. Flood hazards associated with a 100-year event on the alluvial fans have been reduced as a result of improvements to the Palm Valley Stormwater Channel and the III-78 2 4 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures iw construction of other flood control structures in Palm Desert and neighboring Indian Wells and Riverside County. The City of Palm Desert participates in the National Flood Insurance Program (NFIP) and has adopted a Drainageway, Floodway, and Watercourse Ordinance that regulates development on flood plains by preventing construction in areas designated as flood prone. Development is permitted in these areas once flood flow hazards are eliminated. Under NFIP, federally backed flood insurance is available in w communities that agree to adopt and enforce floodplain management ordinances to reduce future flood damage. Bridge Scour Hazards Bridge scour refers to the removal of streambed materials from a bridge foundations by erosion processes and sediment transport, which is caused by high velocity flood flows or other surface water to beneath a bridge or railroad crossing. Bridge scour can result in the loss of support of foundations that eventually leads to catastrophic collapses of highway and railroad bridges. Scour can occur within the main channel, on the flood plain or both. During a flood event, bridge foundations are vulnerable to scouring. In the General Plan study area, major north-south crossings of the Whitewater River, including Monterey and Portola Avenues and Cook Street should be designed, maintained and inspected for scour. Seismic retrofitting of bridges and other crossings, which includes underpinning can also potentially reduce the vulnerability of foundations from scour. iW The Sate of California participates in the bridge scour inventory and evaluation program, however, to this date, records indicating that bridges in the Palm Desert area have been evaluated have not been found.The City should investigate the possibility of participating in this program National Pollutant Discharge Elimination System rw Stormwater runoff from the built environment could potentially contaminate or pollute surface and ground waters. The City participates in the National Pollutant Discharge Elimination System (NPDES), which implements the federal Clean Water Act of 1990. NPDES regulates polluted runoff by requiring the implementation of stormwater management plans and programs that reduce the discharge of pollutants from storm water systems into waters of the United States. Any development generating discharges that flow directly to surface water must obtain the NPDES permit. a r 8 III-79 + y-P �• .. —'_ .. :. ... _..�.,,. ... .._ _ o.a N A'P e r 1 L YUrde Canyon Dam.— i cFn-_� E r i I , i �r t. ... , as �` Indio Hills a 01. u — _ �-----��--� t� flr, >....,�...... fi .tN .............. y; I AO F f c I+i� c' Idw.,7�, .,,.. ;I.. `• �. /AO. i,;' o , a� rr i Y i S hway s ...•` i �"cr r•1'L.«J:y ? r'' r USGS Gej�S�r� •r -,.. n r E- + r , Ic V. t Whitewa[er River— i s \ '—` -•_I, MS^-�{a —r•L,,. —_ 1. J _ _',w'ti •y x t '.},Y' 'CT ' f Weser Ciiarnrel' �-� - 5 O' Debfit3 k3alsin - I - ironwood MAP EXPLANATION 4.,y.• R.� '6 i " 1 - Zone A Areas of 100-year flood;no base flood elevations determined. Zone AO Daa�l p Areas of 100-year flood;flood depths of 1 to 3 feet(usually ! 4C!ree1c C� sheet flow on sloping terrain); average depths determined for areas of alluvial fan flooding,velocities also determined. ft - Zone B Areas between limits of the 100-year and 500-year flood; ( +, .0' or certain areas subject to 100 year flooding with average depths less than 1 foot or where the contributing drainage eE _ C} area is less than 1 square mile;or areas protected by levees from base fino� d. 40 ' J G�� $' -f 2one X „ 2 a- ■ Areas of 500-year flood. USGS Gage,Statron I Zone O ' - t 10259200 "`'�'"'�=' - — - ❑ Approximate area occasionally flooded. I r[ f -- —I _ —. Zone L .''f F _ Approximate area occasionally flooded if levees are breached. Dam Failure Inundation Pathway ts. BASE MAP:USGS Topograghic Map Sure!RASTER MAPS amr. i i. SOURCE:FEMA Flood Insurance Maps(1988,1996),FEMA Q3 Flood Maps �✓ S, tl t 0-A �P 1; (1986), USGS Flood Prone Maps(1971.1976),California — — Governor's Office of Emergency Services(undated) Earth r 1 City Limits: Exhibit III-13 —�AnSUltantS L � TERRA NOVA® ACity rea: PALMDESERT Internatronal GENTRAULAN Flood Zones in the nu NamstmmyoeAn.,ma omya,am°mmswear [Tanning&Reuarch,Inc. Pwwrvnea 1l)IBZal11 Faxpu)99&o9T1 DATE:September 10,2001 Palm Desert Planning Area mmnsunams,[om +wr TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures am 2. Project Impacts Potential flooding problems in the City of Palm Desert, its sphere-of-influence and planning area are 40 associated with storm flows in the Whitewater River and its tributaries, flooding on the alluvial fans, and to runoff associated with the Indio Hills and the foothills of the San Bernardino and Little San Bernardino Mountains. Ongoing growth and urbanization in the General Plan study area will result in the creation of additional impervious surfaces such as paved roads, parking lots, and sidewalks which can cause an increase in the amount of runoff generated. Since the bedrock formation of the hills and mountains surrounding and occurring in the General Plan study area have low permeability, heavy runoff from these areas during intense storms may be inevitable. Future development facilitated by the proposed General Plan could also potentially alter and/or disturb existing drainage patterns, which can result in the accumulation of considerable amounts of debris in the event of a major storm. Large developments may incorporate a network of channels which can include golf courses, greenbelts and other open space areas to convey and collect on-site runoff. + 1 The proposed General Plan utilizes land use planning as an effective strategy to manage potential flood hazards and protect lives and properties in areas subject to flooding. The adoption and implementation of the proposed General Plan will facilitate the regulated development of various land uses and up roadways, and will put in effect policies, programs and mitigation measures which directly address the flood hazards facing the City. The foremost goal of the proposed General Plan is to protect the general health, safety and welfare of the community from potential flood and associated hazards. Its focus err includes the evaluation of the potential for and extent of major future flooding. The City will coordinate with FEMA in the redesignation of the 100-year flood plains within the General Plan study area. The Plan also calls for the protection of groundwater resources from polluted runoff by implementing the NPDES permitting process. The proposed Plan acknowledges and addresses the need for and availability of adequate access and evacuation routes in the event of a major community disaster or threat. While the proposed General Plan aims to protect the community for flood hazards, it has also recognized that there are opportunities for the provision of open space and multiple uses, wildlife, pedestrian and equestrian corridors within major drainages. In general, the implementation and adoption of the proposed General Plan is not anticipated to result in substantial adverse hydrological impacts. Through thoughtful planning and coordination land use development intensities are regulated and improvements and construction of new storm water facilities are identified. Moreover, the policies and plans of the proposed General Plan seek to establish and enhance inter-agency planning cooperation, and facilitate the development of effective and cost- effective local and regional drainage facilities. 3. Mitigation Measures The City will continue to review and assess hydrology analyses on a project-by project basis. The findings of these studies will be integrated into the project master drainage plans appropriately, and the r City will have the opportunity to require additional on-site flood control facilities as necessary. III-81 TN/City of Palm Desert 0 Draft General Plan Ent Section III—Existing Conditions,Impacts and Mitigation Measures 46 The proposed General Plan intends to provide a comprehensive assessment of flooding and other hydraulic hazards in the community, and complete facilities and services effectively protecting lives and property. The following mitigation measures shall be implemented to reduce potential impacts associated with flooding and hydrology to less than significant levels: A. The City shall continue to update hydrologic conditions in the General Plan study area, and plan and pro-actively coordinate with other responsible agencies in upgrading the City's local and regional drainage system. B. The City shall implement the recommendations of the 1993 Master Drainage Plan study. Local regulations and guidelines shall be established which are consistent with the Master Plan of Drainage, direct the management of runoff, and provide for local drainage facilities support the effective use of regional drainage facilities. C. The City shall monitor and periodically update the Master Plan of Drainage to reflect changes in local and regional drainage and flood conditions. D . The City shall develop, update and maintain Capital Improvement Plans for drainage management based upon the Master Drainage Plan project descriptions. E. The City shall place the highest priority for improvements to be implemented through the Master Drainage Plan on the following stormwater facilities: Whitewater River Channel, the Palm Valley Channel, the Deep Canyon Channel, and City of Indian Wells drainages located to the east of the City. F. The City shall evaluate the need for requiring an upgrade from a 25-year on-site retention to a 100-year on-site retention in crucial locations of the General Plan, as described by the Master Drainage Plan. G. The City shall coordinate and cooperate with responsible regional agencies in achieving multi- use agreements of major drainage facilities, including debris basins and flood control channes and designing safe and attractive recreational facilities, which are consistent with the functional requirements of these facilities. H. The City shall require all new development to incorporate adequate flood mitigation measures, such as grading that prevents adverse drainage impacts to adjacent properties, on-site retention of runoff, and the adequate siting of structures located within flood plains. 1. The City will ensure that adequate, safe, all-weather crossings over drainage facilities and flood control channels are provided where necessary, and are maintained for access during major storm events. J. The City shall investigate the possibility of participating in the nationwide inventory and evaluation of bridges to address the potential impacts of bridge scour during major flood events. III-82 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures Mitigation Monitoring/Reporting Program A. The City Engineer shall regularly, and at least once a year, report to the City Council on progress made in developing local drainage plans and implementing drainage control projects. The status of regional drainage plans and facilities affecting flood control in the City shall also be reported upon. Responsible Agencies: City Engineer, City Council, CVWD B. The City Engineer shall review and approve project-specific hydrology studies and mitigation plans for development proposals, and assure their adequacy with regard to stormwater management and pollution control. Responsible Agencies: City Engineer E. Water Quality/Resources r 1. Existing Conditions Complex tectonic forces have created the unique physiographic form of the Coachella Valley. The ar region is characterized as a deep trough which has been progressively filled with sands and gravel that have eroded from the surrounding mountains and hills. Over millions of years, this sediment-filled basin has functioned as a repository for rainfall, mountain runoff and occasional inundation from the Colorado a* River. Although considered as one of the driest regions in the United States, the Coachella Valley is underlain by a large groundwater basin that stores fresh water. This basin is identified by the Department of Water Resources as the Coachella Valley Ground Water Basin. to The Coachella Valley Ground Water Basin extends from the surface drainage divide at the west end of San Gorgonio Pass to the Salton Sea on the southeast and includes over 690 square miles.10 The to Coachella Valley Ground Water Basin is divided into distinct subbasins and subareas. The subbasins are the San Gorgonio Pass, Mission Creek, Whitewater River, and Desert Hot Springs. Subbasin boundaries are generally defined by seismic faults that restrict the lateral movement of groundwater, including the "' Mission Creek and Banning strands of the San Andreas Fault Zone. It is estimated that between the high ground water elevations that occurred during the 1935-1936 season and a depth of 1,000 feet below the ground surface, the Coachella Valley Ground Water Basin has a capacity for storing about 39,000,000 i acre-feet of ground water.11 im Whitewater River Subbasin The Whitewater River subbasin, the largest groundwater repository for the Coachella Valley, underlies the City of Palm Desert and a substantial portion of the valley floor. It is the primary groundwater m repository serving the Palm Desert General Plan study area. In general, the Whitewater River subbasin extends from the junction of Interstate-10 and Highway 111, to the Salton Sea approximately 70 miles to the east and encompasses approximately 400 square miles. The subbasin is bounded on the north and +�r 10 "Coachella Valley Investigation,Bulletin 108,"Department of Water Resources,July 1964. I1 Ibid. wo III-83 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures 14 Mo east by the Garnet Hill and San Andreas Faults, respectively, and on the south by the San Jacinto and Santa Rosa Mountains. The Whitewater River subbasin is also divided into four subareas: Palm Springs, Thermal, Thousand Palms and Oasis. The majority of the General Plan study area occurs within the boundaries of the upper Thermal subarea, which extends from Cathedral City to Point Happy (near the intersection of Washington Street and State Highway 111). Lands in the Thousand Palms community occur within the boundaries of the Thousand Palms subarea. CVWD and DWA established a Management Plan Area which includes the Palm Springs and the Thousand Palms subareas and the portion of the Thermal subarea experiencing a significantly declining water table.12 Currently this management area has an estimated overdraft rate of 70,132 acre-feet per year.13 ,t Thermal Subarea r Within the Thermal subarea are confined or semi-confined groundwater conditions, with free moving water conditions present in alluvial fans at the base of the Santa Rosa Mountains, including alluvial fans at the mouth of Deep Canyon. Coachella Valley Water District (CVWD) well logs have identified two aquifer zones in the Thermal subarea. The lower aquifer zone is estimated to be at least 500 feet and possibly more than 1,000 feet thick, and is composed of Ocotillo conglomerate, which consists of gravels and silty sands interbedded with silt and clay. The upper aquifer zone is similar in composition to the lower aquifer zone, but is not as thick. An aquitard layer, composed of fine-grained materials that slow the vertical flow of groundwater, separates the upper and lower aquifer zones and is estimated to be between 100 and 200 feet thick throughout much of the Thermal subarea. CVWD estimates that the entire Thermal subarea contains approximately 19.4 million acre-feet of groundwater in storage in the first 1,000 feet below the ground surface. Groundwater levels in the Thermal subarea are directly related to those in the Palm Springs subarea to the west. Water moves from the Palm Springs subarea southeastward into the Thermal subarea, and when water levels in the Palm Springs subarea decline, the upper zone available for recharge at Point Happy in the Thermal subarea also declines. This trend may be changing as increased pumpage is lowering the groundwater table in the lower Thermal subarea more rapidly than in the Palm Springs subarea. Thousand Palms Subarea The Thousand Palms subarea extends along the southwesterly edge of the Indio Hills and is small in comparison to the Thermal subarea. According to CVWD, the Thousand Palms subarea contains approximately 1.8 million acre-feet in groundwater storage in the first 1,000 feet below the ground surface. -r The southwesterly boundary of the Thousand Palms subarea has been determined based on distinctive groundwater mineral characteristics. Groundwater in the Thousand Palms subarea contains high concentrations of sodium sulfate, while groundwater in other subareas of the Whitewater River subbasin ]z "CVWD Engineer's Report on Water Supply and Replenishment Assessment for 2003-2004,"CVWD,April 2003. `3 Ibid. III-84 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures is generally composed of calcium bicarbonate. This is largely attributed to limited recharge. The subarea is recharged by runoff from the Indio Hills, but the quantity of recharge is limited. Inflow from other subbasins is believed to be substantially limited, and there is little evidence of intermixing with the Thermal subarea to the south. With limited recharge, there is little opportunity for "dilution" from inflow groundwater, and there is a greater impact of native sodium sulfate on groundwater quality. Desert Hot Springs Subbasin The Desert Hot Springs subbasin underlies limited portions of the General Plan study area, particularly, the Sky Valley community and other lands north of the Indio Hills. Water-bearing materials in the subbasin primarily consist of coarse-grained, poorly sorted alluvial fan deposits, which are principally of Ocotillo conglomerate estimated to be more than 700 feet thick. Recent fanglomerates cover most of the land surface, and recent alluvium in the subbasin ranges in thickness from a thin edge to more than 100 feet. According to CVWD's "Engineer's Report on Water Supply and Replenishment Assessment, 2003-2004," the Desert Hot Springs subbasin contains approximately 4.1 million acre-feet of groundwater in storage in the first 1,000 feet below the ground surface. Groundwater in this subbasin is characterized by high concentrations of fluoride, total dissolved solids, sodium sulfates and other undesirable minerals, which have limited its use for agricultural and domestic water purposes. The presence of high mineral concentrations is largely due to faulting along the margins of the subbasin. Several of the subbasin's boundaries are defined by faults, including the Mission Creek, Indio Hills, San Andreas, and Mecca Hills Faults. Faulting is associated with geothermal activity, which warms the earth's crust. As subsurface temperatures rise, minerals contained within the subbasin's 40 sediment profiles are more easily dissolved and mixed with groundwater, increasing the overall mineral content of the water. it The Coachella Valley Water District does not extract groundwater from the Desert Hot Springs Subbasin, given its high concentration of undesirable minerals. Instead, domestic water for the Sky Valley and Indio Hills communities is extracted by CVWD from the Mission Creek Subbasin to the +ice west. Mission Creek Subbasin Although the Mission Creek Subbasin does not underlie the General Plan planning area, it is the source of domestic water for the Sky Valley and Indio Hills communities in the northerly portion of the planning area. The Subbasin is located west of the Desert Hot Springs Subbasin and extends west to the base of the San Bernardino Mountains. Water depths below the ground surface, as determined by the U.S. Geological Survey in 1971, range from a maximum of 425 feet in the northwesterly portion, to flowing wells at a minimum depth in a narrow strip along the Banning Fault. ar According to CVWD, the Mission Creek Subbasin has approximately 2.6 million acre-feet of groundwater in storage in the first 1,000 feet below the ground surface. It is naturally recharged by surface and subsurface discharge, most of which is from Mission Creek, and Little and Big Morongo Creeks. A steady water level decline of approximately 0.5 to 1.5 feet per year has been observed since eY 1952. CVWD records estimates.that the Mission Creek Subbasin has a gross overdraft rate of 127,018 acre-feet during 2002. III-85 �r TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures Tertiary Treated Wastewater To further reduce the impacts of development on groundwater supplies, CVWD has implemented the use of "recycled"' or tertiary (third stage) treated wastewater for golf course, landscape and other irrigation purposes. Wastewater typically undergoes two levels of treatment before it is released to percolation ponds and reintroduced into the groundwater table. Tertiary treated wastewater, however, undergoes an additional stage of treatment, making it suitable for irrigation purposes and decreasing, to some extent, the demand for groundwater resources. Recycled water was first used in the Coachella Valley in 1965. According to CVWD, usage remained below 500 acre-feet per year until the late 1980s, when its usage increased dramatically. During 1999, usage in the Upper Coachella Valley increased to 8,100 acre-feet. Two wastewater treatment plants in the Palm Desert area are capable of recycling wastewater. The Cook Street wastewater treatment plant, which serves Palm Desert and other communities, has a tertiary water 3 capacity of 15 million gallons per day (mgd). Another treatment plant located at the intersection of Madison and Avenue 38, east of the General Plan study area, is capable of treating 2.5 mgd of reclaimed water per day. Water Quality Groundwater quality is dependent upon a number of factors, including the water source, type of water- bearing materials in which the water occurs, water depth, proximity to faults, presence of surface contaminants, and quality of well maintenance. Water quality in the Coachella Valley is generally good to excellent. l Total Dissolved Solids During the 1930s, total dissolved solids (TDS) concentrations in the upper aquifer of the Coachella Valley groundwater basin were typically less than 250 milligrams per liter (mg/L).16 By the 1970s, TDS concentrations averaged 300 mg/L, and TDS levels currently average approximately 540 mg/L. High TDS concentrations in the upper aquifer typically occur adjacent to major faults, including the San 41 Andreas Fault Zone. TDS levels in the lower aquifer are also typically high in the vicinity of major faults, including the fault zone separating the Thousand Palms subarea from the Thermal subarea, where TDS concentrations exceed 1,000 mg/L. ' wr The water quality of the upper Whitewater River subbasin has also been affected by the importation of Colorado River water, which is about three times higher in total dissolved solids than natural upper Whitewater River groundwater. The following table illustrates the relative quality of surface water recharging the subbasin, including that imported from the Colorado River and other sources of natural recharge. 16 ,Coachella Valley Water Management Plan and State Water Project Entitlement Transfer,"Coachella Valley Water District,Adopted October 2002;and associated Final EIR(SCH#'s 20000031027& 1999041032). III-88 ;4r TN/City of Palm Desert Draft General Plan EIR to Section III—Existing Conditions,Impacts and Mitigation Measures Table III-19 _ Mineral Analysis of Representative Surface Waters Whitewater Whitewater Source River (North) Snow Creek Colorado River River (South) Constituent epm'/ppm' epm/ppm epm/ppm epm/ppm Ca 1.75/35 0.50/10 3.97/79 9.08/181 Mg 0.90/11 0/0 2.31/28 3.74/45 Na 0.62/14 0.47/11 4.78/110 32.58/749 K 0.108/4.2 0.04/1.6 0.11/4.3 0.39/15 Cl 0.1/4 0/0 6.01/213 15.96/566 + Total Dissolved Solids 201 ppm 55 ppm 727 ppm 2,983 ppm Notes: 1 epm=chemical equivalents per million;2 ppm=parts per million by weight Source:DWR Bulletin No. 108:Coachella Valley Investigation,California Dept.of Water Resources,July 1964. Nitrates Im Another impact on area groundwater is contamination associated with long-term discharge from on-lot septic systems. According to CVWD, nitrate concentrations in the groundwater from some of the Coachella Valley's wells increased from levels of less than 4 mg/L in the 1930s to more than 45 mg/L in the 1970s. These increases are most likely related to the application of fertilizer on golf courses, and effluent from septic tanks and wastewater treatment plants. In addition to the Coachella Valley Water District, other agencies such as Riverside County Health Department and the Regional Water Quality Control Board have also acknowledged that septic tanks have the potential to adversely impact groundwater supplies. The greatest impacts to groundwater quality are expected to occur where septic systems are built in porous soils, serve large populations in high densities and are poorly maintained. Community sewer systems provide excellent protection of groundwater resources, as they provide for the controlled treatment of sewage materials and allow safe groundwater recharge or re-use of treated wastewater. Salts Salts are also added to the groundwater basin through natural recharge, the importation of water, wastewater percolation, the application of fertilizers, and intrusion from the Salton Sea into the groundwater basin. According to CVWD, the net salt addition to the entire Coachella Valley groundwater basin increased from about 12,000 ton per year in 1936, to approximately 265,000 tons per year in 1999." Areas of eastern Coachella Valley have agricultural drains which intercepts much of the salt generated by agricultural drainage before it enters the groundwater basin. However, high salt concentrations remain mainly due to continued use of imported Colorado River water. Sanitary Sewer Services Sanitary wastewater collection and treatment services are provided by the Coachella Valley Water District (CVWD) to the City of Palm Desert. The District operates the Cook Street treatment plant (Water Reclamation Plant No. 10), which processes effluent collected from the City. Effluent from Bermuda Dunes,Del Webb's Sun City and other development north of Miles Avenue is conveyed to the 1 7 "Coachella Valley Water Management Plan and State Water Project Entitlement Transfer,"Coachella Valley Water District,Adopted October 2002;and associated Final EIR(SCH#'s 20000031027& 1999041032). III-89 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures treatment plant located at Madison Street and Avenue 38 (Water Reclamation Plant No. 7). However, several areas of the General Plan study area, such as Sky Valley and scattered residential development in the Thousand Palms and Cahuilla Hills areas, still rely on on-lot septic systems for wastewater disposal. It is expected that many of these systems will be abandoned over time, as future development occurs and infrastructure is expanded. City Sewer Connection Requirements { In 1994, the City adopted Chapter 8.60 of the Municipal Code. This ordinance requires that all properties, buildings and structures abandon existing septic tanks, seepage pits and/or cesspools and connect to the available public sewer system prior to the sale or transfer of ownership. The sewer h. connection ordinance also establishes a certificate of compliance process to document abandoning of the A on-lot system and connection to the community sewer system. do Water Quality Regulation A variety of federal and state legislation have been enacted to assure adequate planning, implementation and enforcement of water quality control efforts. Federal water quality legislation includes the Clean Water Act and the National Environmental Policy Act (NEPA). State statutes and administrative laws id applicable to water quality include the California Water Code, California Environmental Quality Act (CEQA), California Code of Regulations, and other codes such as the Health and Safety Code, Fish and Game Code and Public Resources Code. The California Regional Water Quality Control Board (CRWQCB) implements federal and state laws pertaining to water quality. In the Coachella Valley, the CRWQCB primarily addresses issues regarding ri agricultural drainage, impacts of geothermal power, and concerns about the Salton Sea, Tahquitz Creek and other sources of surface water. The CRWQCB also monitors leaking fuel storage tanks, illegal 4 discharges of human or animal waste, and sites on which hazardous and toxic materials have been inappropriately disposed. 5, National Pollutant Discharge Elimination System (NPDES) The National Pollutant Discharge Elimination System (NPDES) implements the federal Clean Water Act and was adopted in 1990. The NPDES mandates that plans and programs for stormwater i management be developed, adopted and implemented to assure that municipalities "effectively prohibit 16 non-storm water discharge into storm drains, and requires controls to reduce the discharge of pollutants from stormwater systems to waters of the United States to the maximum extent possible." Pollutant control measures are exempt from CEQA analysis. The City of Palm Desert is a co-permittee with the County of Riverside, CVWD, Riverside Count Flood Control and Water Conservation District and all county municipalities within the Whitewater River Basin for NPDES management. The City's Public Works Department manages the city's NPDES program. 2. Project Impacts Buildout of the proposed General Plan is anticipated to generate approximately 92,834 dwelling units. This figure represents an increase of about 27,816 dwelling units, or about 42.7%, more than the current General Plan which is estimated to generate 65,018 dwelling units during buildout. In comparison to the III-90 ; TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures current General Plan, the proposed General Plan also facilitates a 36% increase in the amount of industrial development, and a 30% decrease in the amount of commercial development. Consequently, implementation of the proposed General Plan is expected to result in greater impacts to water resources in comparison to those associated with the current General Plan. Future Consumptive Demand Several published water consumption rates can be referenced to calculate approximate future water demand associated with the buildout of the proposed General Plan study area. It is important to recognize that water consumption rates are provided only as guides, and each estimate should be evaluated for its appropriateness to specific projects. According to the Environmental Impact Analysis Handbook, the water consumption rate for private residential dwelling units is approximately 50 to 75 gallons per person per day."This figure may offer a ' reasonable estimate of future water demand generated by residential lands in the General Plan study area, however, it does not represent water consumption related to commercial, industrial, recreational or other land uses. The Coachella Valley Water District has developed water usage factors for a variety of land uses, based on usage per acre. These factors, and the associated acreages within the General Plan study area, are depicted in the Table below. Table III-20 General Plan Buildout Water Consumption Annual Consumption Total Annual Factor (ac- Consumption Development Type ft/ac/yr) Acres (ac-ft/ r) Golf Course Developments and Large Residential Lots (_0.5 ac) 7.36 24,504 180,349 Apartments and Condominiums 6.36 3,795 24,136 Residential (Lots <0.5 ac) 6.09 14,698 89,511 Hotels and Motels 8.76 329 2,882 Business Offices 5.85 919 5,376 Gasoline Stations 5.12 Supermarket.Shopping Centers 4.81 186 895 Public Schools 4.34 521 2,261 Retail Shopping Areas 3.05 1,454 4,435 Industrial Parks &Auto Dealers 2.47 1,100 2,717 . Total 47,506 312,562 18 Table 6.11, "Environmental Impact Analysis Handbook,"edited by John G.Rau and David G.Wooten,McGraw-Hill Book Company, I980. III-9I TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures Based on CVWD's usage factors, the buildout of the General Plan will result in usage of 312,562 acre feet of water annually. This analysis assumes maximum buildout of all land uses, and is therefore expected to be conservative. Development of new projects in the General Plan study area will result in gradual increases in water consumption. Implementation and buildout of the proposed General Plan will contribute to the cumulative impacts of urban development on groundwater resources in the Coachella Valley, including the continued reduction in the amount of potable groundwater in storage. rrri As CVWD develops and implements the mitigation measures included in their Water Management Plan, a number of conservation methods are likely to be implemented which will reduce the total consumption in the District's service area. The Management Plan's Preferred Alternative results in the reversal of current overdraft conditions in the long term, and the accommodation of city buildouts throughout the Valley. NO Impacts to water quality resulting from the adoption and implementation of the proposed General Plan are anticipated to be comparable to, or slightly greater than those resulting from the buildout of the current General Plan. Groundwater contamination could also potentially result from the additional development facilitated by the proposed General Plan. The policies and programs of the proposed General Plan aim to reduce impacts to water resources to less than significant levels and assure the continued implementation of federal, state, local and other applicable pollution control standards. 3. Mitigation Measures Water Conservation With increasing demands on limited water supplies in the Coachella Valley, efforts to reduce per capita id consumption are a priority. One of the best opportunities for water conservation is the implementation of water-efficient landscaping design and management. The City has adopted a Water-Efficient Landscape Ordinance, as required by the California Water Conservation in Landscaping Act of 1990 (Section 24.04 of Palm Desert Municipal Code). The ordinance establishes minimum water-efficient landscape requirements for all new and rehabilitated public and private landscape projects. The ordinance also requires development project proponents to submit landscape construction plans, grading plans, irrigation design plans and landscape maintenance schedules for review and approval by the Public Works Department. In some cases, landscape irrigation audits and soils analyses are required. The City is also in the process of preparing a Parking Lot Tree Ordinance, which will identify specific landscaping requirements for parking lots that will also be responsive to water conservation goals. The Public Works Department will be responsible for reviewing proposed parking lot landscaping plans for their conformance with this ordinance. The City also complies with State law which, since 1992, has mandated the installation of low-flush toilets and low-flow showerheads and faucets in new construction. The Coachella Valley Water District has been instrumental in developing and implementing regional water conservation programs. CVWD offers water audits to farms, golf courses and homeowner's associations in an effort to identify wasteful water usage and improve efficiency. It also reviews I1I-92 ilw TN/City of Palm Desert Draft General Plan EIR 10 Section III—Existing Conditions,Impacts and Mitigation Measures landscape plans for major housing and commercial developments, and offers landscape workshops and other educational programs to homeowners associations and students. CVWD maintains two xeriscape gardens to demonstrate the effective use of native plants and efficient irrigation systems. The treatment and use of reclaimed and recycled water has further reduced the adverse impacts of development on groundwater resources. General Mitigation Measures Groundwater subbasins do not respect jurisdictional boundaries, and the threat of groundwater depletion or contamination must be viewed from both a regional and local perspective. Effective storm water management helps to protect groundwater quality, and protection of the region's major mountain watersheds will help assure and optimize long-term natural recharge to the Whitewater River and other groundwater repositories. The conservation and wise use of water resources will continue to be a central theme of community development planning in Southern California. The City of Palm Desert has developed policies and programs that encourage and/or require water-efficient landscaping and irrigation design, as well as water-conserving home appliances and fixtures. The City plays an important role in the long-term protection of this essential, finite and valuable resource. The goals, policies and programs of the proposed Palm Desert General Plan update aim to provide and maintain a dependable supply of safe, high-quality domestic water to meet the needs of all segments of the General Plan study area. The following mitigation measures shall be implemented to reduce rr potential impacts to water resources, associated with the implementation of the proposed General Plan, to less than significant levels. A. The City shall continue to implement it's Water Efficient Landscape Ordinance to optimize conservati on and comply with State Assembly Bill 325 (AB 325), by requiring the use of native and other drought-tolerant planting materials and efficient irrigation systems. B. The City shall coordinate and cooperate with the Coachella Valley Water District to expand and strengthen educational/public relations programs regarding the importance of water conservation and water-efficient landscaping. C. The City shall require the use of water conserving appliances and fixtures such as low-flush toilets, and low-flow showerheads and faucets, and require the application of water-conserving technologies in conformance with Section 17921.3 of the Health and Safety Code, Title 20, California Administrative Code Section 1601(b), and applicable sections of Title 24 of the State Code in all new developments. D. The City shall support CVWD's continuation and expansion of groundwater recharge efforts and use of tertiary treated wastewater as a means of reducing demand for groundwater resources. E. The City shall coordinate with the CVWD regarding the continued use and future expansion of tertiary treated wastewater treatment and distribution facilities to serve existing and new development projects in the City. III-93 A TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures F. The City shall consult and coordinate with CVWD regarding the expansion and funding of sewer service to unconnected areas, and consider approaches and mechanisms that facilitate financing and construction of these facilities. G. The City shall require that all existing and new development be connected to the sewage treatment system of the Coachella Valley Water District. H. The City shall establish and enforce regulations and guidelines for the development and maintenance of project-specific on-site retention/detention basins, which implement the NPDES program, enhance groundwater recharge, complement regional flood control facilities, and address applicable community design policies. I. The City shall evaluate all proposed land use and development plans for their potential to create groundwater contamination hazards from point and non-point sources, and shall confer with other appropriate agencies, as necessary, to assure adequate review. t J. The City shall actively encourage and shall participate in the development of water management and conservation strategies, coordinating with CVAG and its member jurisdictions, the Coachella Valley Water District, Desert Water Agency and Mission Springs Water District on water supply and conservation programs. Mitigation Monitoring/Reporting Program J A. All development proposals shall be reviewed by the Community Development Department and City Engineer to assess potential adverse impacts on water quality and quantity. All developments shall be required to mitigate any significant impacts. 1 Responsible Parties: Community Development Department, City Engineer, Developers, Coachella Valley Water District, Myoma Dunes Mutual Water Company. B . The Coachella Valley Water District and Myoma Dunes Mutual Water Company shall coordinate and cooperate with local, state and federal agencies to assure the protection of 1-4 groundwater aquifer from excessive extraction. Responsible Parties: Coachella Valley Water District, Myoma Dunes Mutual Water District F. Biological Resources 1. Existing Conditions The biological resources within and surrounding the City of Palm Desert were assessed in a comprehensive study prepared for the Palm Desert General Plan Update.19 Preparation of the said biological resources study involved literature review which included the California Natural Diversity Data Base (CNDDB), the Coachella Valley fringe-toed lizard Habitat Conservation Plan, Administrative Draft Coachella Valley Multi-Species Habitat Conservation Plan (MSHCP), botanical and wildlife 19 "Palm Desert General Plan Update,Biological Report,"prepared by Dr. Lawrence F.LaPre,June 29,2001. III-94 io TN/City of Palm Desert Draft General Plan EIR 40 Section III—Existing Conditions,Impacts and Mitigation Measures references and biological surveys prepared for development projects within the General Plan study area. Other documents reviewed were provided by the California Department of Fish and Game and U.S. Fish and Wildlife Service. A field survey of the General Plan study area was conducted as part of the biological resources assessment. Consultations were undertaken with representatives of the Bureau of INS Land Management (BLM), Coachella Mountains Conservancy and Terra Nova Planning & Research. Regional Biological Setting The Coachella Valley occurs at the western edge of the Colorado Desert subdivision of the Sonoran Desert. Local climatic conditions are characterized by an arid, hot climate with low rainfall, low relative humidity and occasional thunderstorms. Topography in the Valley includes low elevations and several mountain ranges including the San Jacinto, Santa Rosa, and San Bernardino Mountains. These mountain ranges shield the Valley from western maritime wind flows and focus prevailing winds into the narrow San Gorgonio Pass, west of the General Plan study area. The unique geophysical and geologic composition of the Coachella Valley have formed an environment where biological communities or biomes have thrived by adaptation to extreme conditions. Vegetation on the desert floor is sparse and limited by heat and aridity. In contrast, vegetation in the higher elevations is more dense and diversified due to milder climatic conditions. ift The Palm Desert General Plan study area is centrally located in the Coachella Valley. Elevations and topographic features in the General Plan study area vary greatly, from approximately 5,100 feet above sea level in the Santa Rosa Mountains, to a low of about 60 feet above sea level in the Bermuda Dunes +w portion of the study area. The City is primarily located on the desert floor, at an elevation of approximately 250 feet above sea level. In general, the valley floor comprises of relatively flat and low- Iying terrain, with areas of shifting and blowing sands that support limited vegetation. The alluvial fans, hillsides and mountainous areas support more vegetation and include numerous canyons and ravines which drain runoff from the mountains and provide habitat for a wide variety of plants and animals. The ancient shorelines of Lake Cahuilla are partly responsible for biological resources in the Bermuda Dunes rr community. Natural Communities There are eight individual natural communities represented in the General Plan study area, which support a wide variety of plant and animal species and various types of habitats. These natural communities are described below. Active Desert Dunes 40 Active desert dunes occur in open areas of the valley floor exposed to high winds that transport sand and continuously shift sand dunes. Because the dunes are constantly shifting and accumulating sand, perennial cover is low and much of the surface is barren for most of the year. During years of high precipitation, the dunes are covered with native annual plants, such as sand verbana and dune primrose. In the General Plan study area, the large deposits of windblown sand visible from the Interstate-10 in the Coachella Valley Preserve are the active desert dunes community.20 The most common plant community found in the active sand dune is the Sonoran Desert creosote bush scrub, which includes creosote bush, burro bush, brittle bush and desert Brickellia. Active desert dunes are host to the Coachella giant sand 20"Palm Desert General Plan Update,Biological Report,"prepared by Dr. Lawrence F.LaM,June 29,2001. wr III-95 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures elevation and associated increases in annual rainfall. Plants of the rocky slopes habitat include creosote bush, brittlebush, burrobush and agave. Ocotillo, spike moss, Parry's cloak fern, arrowleaf, pigmy cedar, bushy cryptantha, bedstraw, rush pea and crossosoma. The rocky slopes of the Santa Rosa Mountains are habitat to a wide-range of animals including, moth lacewing, chuckwalla lizard, bighorn sheep, as well as predators such as golden eagle, and mountain lion. Urban and Rural Developed Lands The urban and rural developed lands of the General Plan study area contain habitat for plant and animal species. Native plants, such as cacti, smoke trees and ocotillos occur in urbanized areas. Golf courses are known to support a few native species. The upgraded channel of the Whitewater River is a host to native plants and provides food and water supply and habitat for a variety of birds. In rural areas, such as Sky Valley, native vegetation separates the homes on larger lots and provides a limited habitat for the more common animal species. Sensitive Species The Palm Desert General Plan study area contains a wide range of sensitive plant and animal species, some of which have been listed as endangered or threatened by federal and state governments. The U.S. Fish and Wildlife Service and the California Department of Fish and Game maintain lists of these sensitive species and provide information about locations where they are known to be present or where they could potentially occur. Furthermore, the California Native Plant Society, a non-profit conservation organization, maintains a listing of native flora, which is determined by the organization as rare and/or endangered. "Endangered" species are those with such limited numbers that they are considered in imminent danger of extinction. "Threatened" species are those that are likely to become endangered, particularly on a local scale, within the foreseeable future. "Sensitive" and "rare" species are those that have been locally depleted and put at risk by human activities. While perpetuation for sensitive species does not appear to be significantly threatened, they are considered vulnerable and are often candidates for future listing. The following tables report the sensitive species within the General Plan study area. The appendices section of this document provides the Biological Assessment and a more comprehensive listing of sensitive species associated with the General Plan study area. x� 11I-98 on TN/City of Palm Desert Draft General Plan EIR 41 Section III—Existing Conditions,Impacts and Mitigation Measures Table III-21 Sensitive Flora Reported From the Vicinity of Palm Desert Aw Sensitive species Habitat and Distribution Activity Status Occurrence Season' Designation Potential Coachella Valley Sand dunes and sand sheets Feb to Fed: E Occurs milkvetch Coachella Valley May Calif: ND C. V. Preserve Astragalus lentiginosus CNPS: List 113 var. coachellae R-E-D: 2-2-3 I Flat-seeded spurge Dunes, sand flats, Sonoran Feb to Fed: SC Very low 00 Chamaesyce Desert scrub May Calif: ND (Historical record platysperma SE Calif., Ariz., Mexico CNPS: List 113 believed to be an R-E-D: 3-2-2 isolated disjunct) Mecca aster Washes, alluvial fans, Mar to Fed: SC Moderate Xylorhiza orcuttii Sonoran Desert scrub May Calif: ND SE Calif. In Indio CNPS: List 113 and Mecca Hills R-E-D: 2-2-3 VW ------ Glandular ditaxis Rocky hillsides,canyon washes Dec to Fed: ND Moderate Ditaxis clariana Sonoran mixed woody and Mar Calif: ND +ter succulent scrub.SE Calif. CLAPS: List 2 AZ,Baja R-E-D: 3-2-1 i fir( i III-99 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures A `+ tl� Coachella Valley Milk Vetch The Coachella Valley milk vetch is a federally endangered, short-lived perennial legume occurring mainly in the Coachella Valley. The plant thrives in the Coachella Valley Preserve and several reports have indicated its presence on sandy habitats located south of the Interstate-10 freeway. The milk vetch could potentially occur in vacant parcels in the eastern sphere-of-influence (Bermuda Dunes community and Sun City) and marginal habitats are found in lands surrounding the Coachella Valley Preserve. The southern-sphere-of-sphere of influence potentially lies outside the range and suitable habitat of this species. Habitat destruction associated with on-going urbanization is a major threat to the Coachella Valley milk vetch. Other threats include off-road vehicle use, foot traffic and the intrusion of non-native plants. Mecca Aster The Mecca Aster is a federal Species of Concern which is a perennial herb mainly limited to the Canebrake and Palm Springs geologic formations located in the Indio Hills and Mecca Hills.22 Potential habitat for the Mecca Aster may occur within the Indio Hills located in the northern General Plan study area, although no confirmed records are known. Glandular ditaxis Glandular ditaxis occurs on rocky hillsides and at the mouths of canyons, and has been recorded in Magnesia Springs Canyon in Rancho Mirage, as well as in Deep Canyon in the southern portion of the City. The species may also occur in several locations in the southern sphere-of-influence at the base of the Santa Rosa Mountains, and in the northern planning area, in the canyons of the Little San Bernardino Mountains. Coachella Giant Sand-Treader Cricket The Coachella giant sand-treader cricket is a federal Species of Concern insect, which had adapted to conditions in sand dunes and windblown sand deposits. According to the California Natural Diversity Data Base (CNDDB), this insect was located in Palm Springs, Palm Desert, Thousand Palms and a few JJ miles west of Indio. Within the General Plan study area, the Coachella giant sand-treader cricket is known to occur in the City limits and the northern planning area, while habitat has been determined to exists within the eastern sphere-of-influence. Desert Pupfish The Desert pupfish is designated as a federal and state endangered species. The pupfish is local to a few native streams and in drainage canals along the Salton Sea. The historical range for this fish includes the backwaters of the Colorado River, the majority of the Colorado River delta, and the Gila River in Arizona, however, the desert pupfish population has been extirpated from these waters. In the General Plan study area, the fish is located in the southern portion of the City and in two other locations in the northern planning area. J 22"Palm Desert General Plan Update,Biological Report,"prepared by Dr.Lawrence F.LaM,June 29,2001. III-104 w TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures Desert Slender Salamander The desert slender salamander was discovered in 1969, and is known in only two locations in the Coachella Valley, one of which is in the City's southern sphere-of-influence. The desert slender salamander was listed as a state endangered species in 1971, and as a federal endangered species in 1973. Its known locations are kept confidential, due to the high risk of disturbance from people walking in their habitat. Desert Tortoise The Desert Tortoise is designated as a federal and state threatened species. It occurs in canyon bottoms, on rocky hillsides, particularly sandy and gravelly washes and flats. The tortoise is active during spring and early summer, but will hibernate in burrows for six months during winter. The undeveloped lands at the base of the Santa Rosa Mountains host low densities of the Desert tortoise. Other Desert tortoise sites in the General Plan study area include the southeastern corner of the Coachella Valley Preserve and the Deep Canyon Desert Research Center. The U.S. Fish and Wildlife Service and Bureau of Land Management have indicated densities of 0-20 tortoises per square mile in the Palm Desert General Plan study area. The significant decline in tortoise population is a direct consequence of degradation, loss and fragmentation of habitat, vandalism, vehicle traffic, disease, and predation by ravens. Chuckwalla The chuckwalla occurs on rocky slopes throughout the Mojave and Colorado deserts, and is found in the lower slopes of the Santa Rosa Mountains in the southern portion of the City and sphere-of-influence, and is expected to occur in the Little San Bernardino Mountains, on the northern end of the planning ®r area. The species is a federal Species of Concern. Flat-tailed Horned Lizard The Flat-tailed horned lizard is a federal Species of Concern reptile. Sand dunes, sheets and hummocks, as well as gravelly washes are habitats for the flat-tailed horned lizard. It is known to occur in the Coachella Valley Preserve and only one record exists within the city limits. In general, the Coachella Valley is at the northern end of the lizard's range. Coachella Valley Fringe-Toed Lizard The Coachella Valley Fringe-toed lizard is a federally threatened and a state endangered species. This small reptile inhabits blowsand areas including sand dunes, sand sheets, hummocks, and local drifts. At one time, a major portion of the City Palm Desert, its eastern sphere-of-influence, and the northern study area contained occupied habitat. However, development activities have resulted in the reduction of these habitats. The lizard also occurs in the Coachella Valley Preserve. In 1985, the Riverside County and ten Coachella Valley cities, including the City of Palm Desert adopted the Coachella Valley Fringe-toed Lizard Habitat Conservation Plan (HCP). The HCP mainly intends to protect and manage the habitat of the Coachella Valley fringe-toed lizard. The HCP established three separate preserves encompassing a total of approximately 18,038 acres. Each of the preserve contains sand dune habitat, essential to the survival and propagation of the Coachella Valley fringe-toed lizard. Two of the HCP preserves occur within the northern General Plan study area. They are the Coachella Valley Preserve near the Thousand Palms community and the Willow Hole/Edom Hill Preserve, located north of the I-10 freeway near the Indio Hills. The Indian Avenue Preserve is located in Palm Springs within the Whitewater River floodplain. The HCP requires a $600 per acre mitigation III-105 a TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures fee as compensation for the development of private lands located within a prescribed mitigation fee area. Fees are used to acquire reserves where the lizard will survive in perpetuity. The fee area encompasses most of the City limits. Southern Yellow Bat The Southern Yellow Bat occurs in the Coachella Valley Preserve where it roosts in the series of palm oases along the San Andreas fault, and in the canyons of the Santa Rosa Mountains, as well as in tree nurseries and country clubs. Potential distribution of the southern yellow bat also occurs in the Santa Rosa Mountains and at the base of the Indio Hills. Palm Springs Little Pocket Mouse t The Palm Springs Little Pocket Mouse is a federal Species of Concern, occurring in sandy flat terrain. It is known to occur in Palm Springs, Whitewater, Snow Creek, Cabazon, and Banning. This particular specie was also located recently at the southern base of the Indio Hills, within and adjacent to the Coachella Valley Preserve. Potential distribution areas for the Palm Springs pocket mouse occur throughout the General Plan study area. Palm Springs round-tailed ground squirrel The Palm Springs round-tailed ground squirrel is found in sandy habitats which generally parallel the range of the Coachella Valley fringed-toed lizard. In the General Plan study area, it has been documented in several locations, mostly north of the Interstate-10 corridor, to the base of the Little San Bernardino Mountains. Bighorn Sheep The Bighorn Sheep is a federally endangered mammal, occurring primarily in the rocky hillsides of the Santa Rosa Mountains. The bighorn population fell sharply in the past thirty years. Intensive studies i indicate that the sheep acquires food and water from nearby country clubs, and other residential and commercial development. Within the Palm Desert city limits, a few sightings have been recorded. In 1998, helicopter surveys indicated that the southern Santa Rosa Mountains ewe group that occupied the Deep Canyon drainage east of Highway 78 included about 48 ewes. Development projects in the hills or on the valley floor pose indirect impacts to the bighorn sheep which include exposure to diseases, poisoning and risk of collision with vehicles. Threats to the bighorn sheep also include natural predation by mountain lions and bobcats. The Fish and Wildlife Service has published a Recovery Plan for the bighorn sheep and designated Critical Habitat. The hillsides and some of the bordering flatlands and alluvial fans within the City of Palm Desert are designated as Critical Habitat. Federally funded projects are required to initiate a consultation with the Fish and Wildlife Service to determine if the proposed activities will adversely modify the Critical Habitat. Burrowing Owl The Burrowing Owl is designated as a California Species of Concern. This particular owl excavates nests in the ground and is known to frequently enlarge burrows of ground squirrels. The burrowing owl occurs in low densities in desert habitats, while higher densities are associated with habitats located near agricultural lands that provide rodent and insect food supply to the bird. The burrowing owl thrives JA III-106 JA TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures throughout the northern General Plan study area, due to habitat quality. The potential for the burrowing owl to occur in the City limits is unlikely, although some may persist along the Whitewater River. fir Crissal Thrasher The Crissal Thrasher is designated as a California Species of Concern. This bird occupies mesquite thickets or heavily vegetated washes throughout the Coachella Valley, specifically west to the vicinity of Palm Springs and near the north end of the Salton Sea. The potential for the Crissal Thrasher to occur in MAN the General Plan study area is low. Only one record of the bird is reported from the Coachella Valley Preserve. The conversion of its habitat to agricultural and urban lands and displacement of native mesquite by tamarisk thickets, have resulted to the significant drop in Crissal Thrasher population. Le Conte's Thrasher The Le Conte's Thrasher is a California Species of Concern. Given its secretive habits, characteristics of its habitat remain unclear. However, recently the bird is reported only sporadically in large undeveloped areas of creosote bush scrub or in isolated mesquite hummocks and thickets in the Coachella Valley. Within the General Plan study area, the Le Conte's Thrasher occurs in the open desert of the Coachella Valley Preserve and north to the Little San Bernardino Mountains. Human activities, such as off-road vehicle appear to be extremely disruptive to this species. err Gray Vireo The Gray Vireo is a California Species of Concern occurring in chaparral communities in the Santa Rosa Mountains within Palm Desert's southern sphere-of-influence. Known habitat locations for the Gray ,i„ Vireo bird include dense chaparral in higher elevations near Pinyon Flats and Ribbonwood. All habitats for this bird species in the General Plan Study area is owned by the federal and state government, with the exception of 200 acres bordering Highway 74. Sensitive Riparian Bird Species to The General Plan study area contains riparian woodland and desert fan palm oasis habitats occupied by five species of special-status neotropical migrant birds. These birds are typically distributed in coastal regions but are often seen in migration or appear to nest in some years at few selected sites in the Coachella Valley. Least Bell's Vireo and Southwestern Willow Flycatcher The Least Bell's Vireo and Southwestern Willow Flycatcher are federally and state endangered species. Although, the Least Bell's vireo is primarily distributed in locations such as the Santa Ana and Santa Margarita Rivers, nesting locations are known from the Coachella Valley, including Willow Hole. Within the General Plan study area, this bird has been recorded at the Thousand Palms oasis and the potential for occurrence exists in the event that riparian trees, which survive on agricultural drains, become established in the Whitewater River within Palm Desert. The Southwestern Willow Flycatcher is known to occur in the General Plan's southern sphere-of- influence and the northern planning area. Potential migratory and breeding habitats for the southwestern willow flycatcher also occur in these areas. I11-107 a TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures i Summer Tanager, Yellow-Breasted Chat, Yellow Warbler The Summer Tanager, Yellow-Breasted Chat, Yellow Warbler are all birds designated as California Species of Concern. All three bird species are known to occur in the Thousand Palms Oasis. Potential migratory and breeding habitats have been identified throughout the General Plan study area. Habitat Protection Santa Rosa Mountain Wilderness The Santa Rosa Mountain Wilderness extends across the southern Coachella Valley, in the foothills and upper elevations of the Santa Rosa Mountain range. The wilderness encompasses approximately 20,160 acres, which provides a wide range of plant and wildlife habitats for California ditaxis, bobcat, golden eagle, prairie falcon,bats, the Peninsular bighorn sheep and other species. The federal government owns the majority of the wilderness. In 1980, the Santa Rosa Mountains Wildlife Habitat Management Plan was adopted by the California Department of Fish and Game (CDFG) and the Bureau of Land Management (BLM). Under this Plan, portions of the wilderness are managed for the protection of the Peninsular bighorn sheep. Furthermore, the Santa Rosa Mountains Wildlife Habitat Management Plan addresses management of wilderness N lands owned by CDFG, BLM, USFWS, the University of California, Agua Caliente Band of Cahuiila Indians, and private parties. The policies of the Plan are directed to provide for public use of wildlife habitat areas in a manner which minimizes impacts to the bighorn sheep and its habitat. Sections of the General Plan's southern sphere-of-influence occur within the boundaries of the Management Plan. BLM and CDFG provide detailed reviews of project applications for new trails, access roads, and other activities which are potentially disruptive to the bighorn sheep in the area. Santa Rosa Mountains State Game Refuge The Santa Rosa Mountains State Game Refuge was established by the state legislature in 1917 and expanded in 1967, mainly to provide protection for the Peninsular bighorn sheep. The California Department of Fish and.Game manages the Refuge and protects wildlife habitats. CDFG prohibits possession of weapons such as firearms and bows and arrows and capture of any bird, mammal or reptile within the refuge. The majority of the Santa Rosa Mountain range, including the General Plan's southern sphere-of-influence, are encompassed in the refuge. Coachella Valley Multi-Species Habitat Conservation Plan The City of Palm Desert and other members of the Coachella Valley Association of Governments (CVAG) are currently in the process of preparing the Coachella Valley Multi-Species Habitat Conservation Plan (CV MSHCP). The CV MSHCP seeks to conserve vast contiguous undeveloped habitat areas for a wide range of plant communities and special-status animal species. More than one million acres in the Coachella Valley are covered by the Plan. The MSHCP will focus on approximately 24 natural plant communities and 31 animal species. III-108 Im TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures The goals of the Plan include standardized mitigation and compensation measures for species of concern on a regional basis, and meeting the requirements of federal and state protection laws for endangered species. Adoption of the MSCIIP is anticipated to limit the need for individual project review of the potential effects of development activities on species of concern. 2. Project Impacts Potential Impacts to Plant Communities Grading and development of lands within the General Plan study area could potentially result in the destruction of entire populations of common and sensitive plant species. Elimination, depletion and modification of natural communities such as sand dunes and sand fields could result in significant impacts to species with extreme limited distribution such as the Coachella Valley milk vetch. Introduction of non-native plant species associated with landscaping could result in native plant species competing for water, nutrients and space. Adverse impacts to Glandular ditaxis plant species could occur with development projects at the base of the Santa Rosa Mountains. Potential Impacts to Invertebrates and Reptiles Potential impacts to invertebrates and reptiles are associated with continued urbanization in the General Plan study area. The Coachella Valley fringe-toed lizard, flat-tailed horned lizard, and the Coachella io giant sand treader cricket are known to inhabit desert sand dunes and sandy flats. Urban development may lead to disruption, fragmentation and even permanent loss of habitat which will substantially affect individuals or an entire animal population. These species are also subject to impacts from traffic and off- highway vehicles and crushing from grading and construction activities. Potential Impacts to Birds io Increased urbanization will result in significant impacts to both common and sensitive bird species in the General Plan study area. Bird species are susceptible to domestic pet predation, shooting and capture by humans and electrocution from high voltage power lines. Disturbances to breeding seasons, ingestion of pesticides which causes the thinning of egg shells, and introduction of parasites contribute to the decline of bird population. Habitat for the Burrowing Owl is destroyed or becomes fragmented when development occurs in lands containing sand dunes and sand fields. Bird species that inhabit cliffs and hilly or mountainous terrain are subject to impacts associated with development within or adjacent to the slopes of the Santa Rosa Mountains. Flood control could affect migratory riparian birds such as the Summer Tanager, Yellow Warbler, Least Bell's Vireo and Yellow-Breasted Chat. Potential Impacts to Mammals Development activities include the clearing of lands of all vegetation and wildlife. The General Plan study area supports a diverse range q common and sensitive mammals which are subject to adverse impacts resulting from urbanization of the surrounding environment. Studies have supported that habitat encroachment on the hillsides of the Santa Rosa Mountains has already resulted in bighorn sheep acquiring food and water from project developments. Animal and plant species inhabiting the Santa Rosa Mountains are also susceptible to human disturbances including shooting, capture or collection. The loss of sand dunes and sand field habitats will affect the Palm Springs Pocket Mouse and the Palm Springs Round-tailed Ground Squirrel. Small mammals become predatory targets for domestic pets and off-road vehicles and highway vehicles also contribute to the decline of small mammal population. III-109 fir TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures G. Cultural Resources Analysis of cultural resources within the Palm Desert General Plan study area involved the preparation of a cultural resources study for the City by CRM Tech. The study is included in Appendix C of this document. 1. Existing Conditions The Palm Desert General Plan is part of a region that has witnessed human occupation for thousands of years. Cultural resources in the General Plan study area consist of Native American settlements that were established before and after the arrival of European-Americans, as well as historical structures and features that were built and used as early as the 1700's by European settlers. Pre-Historic Settlement in the Study Area The "pre-historic" period represents the time prior to the arrival of non-Native American peoples. The pre-historic period in Coachella Valley is generally divided into the Archaic Period and Late Prehistoric Period. The Archaic Period occurred before 1,000 A.D. while the Late Prehistoric Period is defined as occurring after 1000 A.D. until around the late 1700s. The introduction of pottery by the Colorado River tribes to the region, around 1000 A.D., established the transition point between the Archaic and Late Prehistoric Periods and also indicates interaction between the Coachella Valley tribes and the Colorado River tribes. IJ The Cahuilla, a Takic-speaking people of hunters and gatherers, is the most recent identifiable native culture to evolve in the Coachella Valley region. Anthropologists have divided the Cahuilla into three groups according to their geographic setting: the Pass Cahuilla of the San Gorgonio Pass/Palm Springs id area; the Mountain Cahuilla of the San Jacinto and Santa Rosa Mountains; and the Desert Cahuilla of the eastern Coachella Valley, as far south as today's Salton Sea. Each lineage had its own food harvesting areas, ceremonial house and chief. However, a number of lineages are known to have cooperated with one another for trade, intermarriage, and ceremonies. During the prehistoric period, important cultural developments include the change from burial practices to cremations around 500 B.C. and the introduction of the bow and arrow, probably around 500 A.D. Historical linguistic studies suggest that between 1000 BC and 500 AD, a migration of Takic speakers from the Great Basin region of Nevada, Utah, and eastern California into southern California took place. The first official land survey of the Coachella Valley was conducted by Deputy U.S. Surveyors Henry Washington, James McDonald, and John LaCroze in 1855-1856. The surveyors noted a number of man- made features in the study area, including the ruins of an Indian village near today's Thousand Palms Oasis. They also identified several trails, one of which crossed the middle portion of the study area along the Whitewater River, close to the city center of present-day Palm Desert. The trail was part of the Cocomaricopa Trail, which was later "discovered" by Euro-Americans as the Bradshaw Trail. The 1855-1856 surveys, also indicates that there were no active native or non-native settlements in the study area. The nearest settlement to the study area was the Palma Seca well, an Indian rancheria, which served as an important stop on the Bradshaw Trail during the 1860s and 1870s and is located in the present-day city of Indian Wells. III-112 TN/City of Palm Desert Draft General Plan EfR Section III—Existing Conditions,Impacts and Mitigation Measures During the 1770's, the Spaniards crossed through Cahuilla territory as they explored for new land routes between Mexico and northern California. It is considered that initial contact between the Cahuilla and Europeans took place during this period. Over time, conflicts over land ownership,religious and cultural practices and exploitation led to the deterioration of the relationship between the Cahulla and Europeans. In the early 1860s, a smallpox epidemic, to which the Cahuilla had no immunity, decimated the Cahuilla population, which declined to about 2,500 individuals. Today, Native Americans of the Pass and Desert Cahuilla heritage are mostly affiliated with one or more of the Indian reservations in the Coachella Valley, including the Torres Martinez, Augustine, Agua Caliente, Cabazon, and Morongo,most of which are in close proximity to the City of Palm Desert. Historic Settlement in the Study Area During the late 18'h century, Spain was determined to colonize California before other European nations. Along the coast of California, religious missions and military strongholds were established by Spanish explorers. By 1700's, Spanish and Mexican explorers crossed through the Coachella Valley as they searched for easily passable supply routes from Mexico to colonies on the northern Monterey Peninsula of California. In 1822, Mexico secured its independence from Spain under the Treaty of Cordova, and Spanish forces were driven out of Mexico and California. In 1823-1825, Jose Romero, Jose Maria Estudillo, and Romualdo Pacheco led an expedition in search of a route to Yuma, Arizona and became the first noted European explorers to travel through the Coachella Valley. In 1848, the United States defeated Mexico in the Mexican-American War and gained control of California. At the same time, the discovery of gold and the appeal of cattle ranching led to an influx of new settlers to the state. California was admitted to the Union in 1850. The first U.S. Government surveys were conducted in the Coachella Valley in 1855-56 by Henry Washington, John La Croze and James G. McDonald, who observed a number of trails and roads crossing the Valley. The Cocomaricopa Trail passed through the Coachella Valley along the base of the Santa Rosa Mountains, and connected the coastal region of California with the Colorado River. The trail was originally an Indian trade route and was revealed by the Maricopa Indians to the Europeans in 1821. In 1862, the trail was "rediscovered" by William David Bradshaw as the shortest route between the California coast and gold mines near the Colorado River, and it became known as the Bradshaw Trail. The trail served as the primary thoroughfare for stagecoaches traveling between coastal southern California and the gold fields near present-day Ehrenberg, Arizona. It also became part of the U.S. Mail route between Los Angeles and Santa Fe, New Mexico. By the late 1876-77, however, the completion of the transcontinental railroad and the depletion of the La Paz gold mines brought an end to the heyday of this historic wagon road. Traffic declined to nearly nothing by 1880, but ranchers and miners continued to use it for local transport. In the early twentieth century, with the coming of the automobile age, the role of the Bradshaw Trail was revived in the form of the Ocean-to-Ocean Highway. Today, State Highway I I I closely follows the course of the Bradshaw Trail . III-113 TN/City of Palm Desert Draft General Plan EIR i Section III—Existing Conditions,Impacts and Mitigation Measures rVi�l Non-Indian settlement in the Coachella Valley expanded during the 1870s and 1880s, with the establishment of railroad stations along the Southern Pacific line and the implementation of the Homestead Act and Desert Land Act, which opened public land for claims. With the utilization of underground water sources, farming became the dominant economic activity in the Coachella Valley. The date palm, the region's main agricultural staple, was first introduced around 1900, and by the late 1910s the date palm industry had firmly established itself in the region. Starting in the 1920s,however, a new industry featuring equestrian camps, resort hotels and eventually country clubs began spreading throughout the Valley. The General Plan study area remained unsettled and devoid of any evidence of land development until the turn of the twentieth century. The only features recorded during that time were the Southern Pacific 3 Railroad, Bradshaw Trail, and another trail near the northern tip of the Planning Area at the mouth of West Wide Canyon. Several railroad construction workers' camps were present by the early 1900s. In 1910, improvements to the Bradshaw Trail (the forerunner of today's Highway 111) further paved the way for settlement and growth in the "cove communities" region of the Coachella Valley. By 1914, a railroad station named Edom, which contained a post office, was established in the General Plan Planning Area. The construction of the Colorado River Aqueduct by the Metropolitan Water District, between 1933 and 1939 brought a number of permanent and temporary features to the northernmost portion of the Planning VA Area. Among these were roads, power transmission lines, waterlines, and construction camps. The remains of one of eight construction camps, Camp Thousand Palms, have been discovered at the mouth of East Deception Canyon in the foothills of the Little San Bernardino Mountains. By 1941, several rural settlements had been established in the area between the Southern Pacific Railroad (now Union Pacific) and the Indio Hills. Among these were Thousand Palms, Edom, Myoma, the Ferguson Ranch, the Thousand Palms Oasis, the Bar Bell Ranch, the Chuckwalla Ranch, and the Hunter Palms Ranch. The small community of Palm Village was established south of the railroad, on the north side of Highway 111. The Founding of the City of Palm Desert The City of Palm Desert was founded on the south side of Highway III in 1945-1946 by the four Henderson brothers, Randall, Carl, Clifford, and Phil. The Henderson brothers were involved in early development, and organized the Palm Desert Corporation to promote their new desert town, and by 1947, the population was sufficient to establish a post office. In 1951, Palm Village and Palm Desert merged into a single community, forming the present urban core of the city. Around that time, the community of Cahuilla Hills emerged on the west side of Highway 74,just southwest of Palm Desert. In addition, several tracts of land south of the railroad and in the area between the Little San Bernardino Mountains and the Indio Hills were settled. After four unsuccessful attempts, the City of Palm Desert was incorporated in 1973 and became the 17"' incorporated city in Riverside County. w III-114 F � — RM r 0/1 Roads Legend Township/Range Sections City Sphere of Influence Railroads High sensitivity for prehistoric archaeological City Umits resources Relatively high sensitivity for historic structures General Plan Planning Area s ' • F/sf.P rarchaeological resources from pre-194G-ere DesertPalm Cultural Resources n 'i North,. � Planning 1 �ILL y fl � 1 _ 40tl�1 �M µ1 twot ��,aa�.1 \--1;�' � � t �', � � �f r�?� C f'._ • '��—fir �'�- � - d 2-„'a 240-7 �. — AF V4-- �- T03� -4 ------ - - - �- - - R _. z � y i ila r t -----------L--------- -------- -I-- Palm Desert Roads Legend (South) — Township/Range Sections High sensitivity for prehistoric archaeological ( 1 Railroads resources City Limits Relatively high sensitivity for historic structures or archaeological resources from pre-194O-era General Plan Planning Area ® Highest concentration of historic structures • • • City Sphere of Influence from 1940s-1950s side csaaso Am Exhibit U e.8 1.e 2.4 Palm Desert General Plan ".°. Cultural Resources Sensitivity Assessment III-15 yr Map Version Na:1 South Planning Area Map Prepared On:August 07,2001 r . - Map PrePared 9y_Aerial Irformatlon Systems • •TERRA NOVA* v: er�sx�nti �^ it io TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures Archaeological Resources in the Study Area HistoricaI maps, previous cultural resource surveys, aerial photographs, topographic maps and other cultural records were consulted to determine the presence of known archaeological resources in the General Plan study area. A total of 138 archaeological sites have been identified and recorded in the General Plan study area, 125 of which are prehistoric (Native American) sites. Several isolated artifacts have also been identified. The majority of prehistoric sites in the General Plan study area represent Native American habitation activities, including ceramic and lithic scatters, bedrock milling features, rock cairns, trails, roasting pits, and fire hearths. One quarry site has also been identified. Most of these sites are located along the sides of canyons at the edge of the Santa Rosa Mountains, such as Coyote Creek and Deep Canyon, or in the Indio Hills. These areas would have offered Native Americans access to water and other important mountain and desert resources. Archaeological Resources Sensitivity Assessment Anthropologists and Cahuilla cultural authorities have identified nine locations within or partially within the General Plan study area that are of potential Native American cultural significance. Six of these areas occur within the Santa Rosa Mountains in the southern portion of the City's sphere-of-influence, 60 and three are situated in the Indio Hills in northern portion of the General Plan study area. Most of them are associated with canyons, which offered water on at least a seasonal basis. These findings suggest that the various canyons in the Santa Rosa Mountains and Indio Hills, and the alluvial fans at the canyon dr mouths, should be regarded as highly sensitive for prehistoric archaeological resources. Potentially sensitive areas are shown in Exhibits III-114 and III-15. Historic Resources in the Study Area Historically significant sites are generally more than forty-five to fifty years of age, but range from the period of the earliest European contact (around the late 1770s in the Coachella Valley) to about the end +6 of World War II. Potentially significant historic sites range from permanent trails and highways to living areas and small-scale remains of single activities. Analysis of previous cultural resources studies indicates that, of the 138 archaeological sites recorded in the General Plan study area, 13 are historic-era sites. These are primarily comprised of trash scatters, although structural foundations, a road, and a water conveyance system have also been recorded. Among the historic sites are the Southern Pacific Railroad and other nearby features associated with the railroad. Several sites associated with the construction of the Colorado River Aqueduct in the 1930s have been recorded in the vicinity of the Little San Bernardino Mountains. From 1981 to 1983, the Riverside County Historical Commission coordinated a countywide historical resources reconnaissance, which led to the recordation of 30 historic sites in the General Plan study area. These include a well site that dates back to 1912, the Cavanagh Adobe building that was built in the 1920s, and single-family residences constructed in the 1930s and 1940s. Most of these sites are located near the city center of Palm Desert, although several are near the community of Thousand Palms. Although the City of Palm Desert does not maintain a list of officially recognized or designated local historical landmarks, the Historical Society of Palm Desert has compiled a list of 21 sites of local " historical significance. The list includes sites ranging from early homesteads to mid-twentieth century y� III-117 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures ritil urban development. They are concentrated in the central urban core of the City, and only a few are located in outlying areas. The majority of the sites were recorded on the California Historical Resource Information System during the countywide survey in the 1980s. Historic Resources Sensitivity Assessment Historic structures dating from the late 1940s and early 1950s are concentrated around the urban core of the City, and structures of similar vintage are likely to be found in outlying communities, such as Thousand Palms and Cahuilla Hills. For historic structures, or historic-period archaeological remains dating before 1940, the most sensitive areas in the planning area are along the Colorado River Aqueduct, between the Indio Hills and the Southern Pacific Railroad, and around the original community of Palm Village north of Highway 111. Nonetheless, the possibility of finding historic resources in other areas aw cannot be ruled out. Potentially sensitive areas are identified in Exhibits III-14 and III-15. Programs Administered by the City of Palm Desert The City of Palm Desert is an active participant in the preservation of its cultural resources. In 1978, the City formed the Historical Commission and appointed four members to carry out the responsibilities of coordinating and preserving memorabilia associated with the founding and development of the City. This led to the incorporation of the Historical Society of Palm Desert in March 1979, which has played an important role in the City's historic preservation efforts since then. Today, the Historical Society maintains numerous archival records pertaining to the City's development, which is housed in the City's historic fire station located at 72-861 El Pasco and is staffed by about 38 volunteers. Historic Preservation Ordinance In 1984, the Palm Desert City Council formally adopted Ordinance 401, a historic preservation ordinance which outlines the definitions and criteria of "historic site" and "historic district." The ordinance requires the maintenance of a seven-member Historic Site Preservation Board to identify and protect properties meeting these definitions and criteria. The Board also has the authority and the responsibility to initiate the designation of historic sites or districts, review projects that may affect such sites, and issue temporary stays on demolition or exterior alterations of potentially historic structures. 2. Project Impacts Historically significant sites and structures are those that are 45 years of age or older and provide evidence of past human activities. Based on California Environmental Quality Act ( CEQA) Guidelines, No Appendix K, cultural resources must be evaluated for their importance or significance.' " An important archaeological resource" is defined by CEQA as one which: A. Is associated with an event or person of: 1. Recognized significance in California or American history, or 2. Recognized scientific importance in prehistory; B. Can provide information which is both of demonstrable public interest and useful in addressing scientifically consequential and reasonable or archaeological research questions; ' "California Environmental Quality Act—Statutes and Guidelines."Prepared by the Governor's Office of Planning and Research, State of California,June 1992.Appendix K: Archaeological Impacts. III-118 lilt TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures Archaeological Resources in the Study Area Historical maps, previous cultural resource surveys, aerial photographs, topographic maps and other cultural records were consulted to determine the presence of known archaeological resources in the General Plan study area. A total of 138 archaeological sites have been identified and recorded in the General Plan study area, 125 of which are prehistoric (Native American) sites. Several isolated artifacts have also been identified. The majority of prehistoric sites in the General Plan study area represent Native American habitation activities, including ceramic and lithic scatters, bedrock milling features, rock cairns, trails, roasting pits, and fire hearths. One quarry site has also been identified. Most of these sites are located along the sides of canyons at the edge of the Santa Rosa Mountains, such as Coyote Creek and Deep Canyon, or in the Indio Hills. These areas would have offered Native Americans access to water and other important mountain and desert resources. Archaeological Resources Sensitivity Assessment Anthropologists and Cahuilla cultural authorities have identified nine locations within or partially within the General Plan study area that are of potential Native American cultural significance. Six of these areas occur within the Santa Rosa Mountains in the southern portion of the City's sphere-of-influence, and three are situated in the Indio Hills in northern portion of the General Plan study area. Most of them are associated with canyons, which offered water on at least a seasonal basis. These findings suggest that the various canyons in the Santa Rosa Mountains and Indio Hills, and the alluvial fans at the canyon mouths, should be regarded as highly sensitive for prehistoric archaeological resources. Potentially sensitive areas are shown in Exhibits III-114 and III-15. +rf Historic Resources in the Study Area Historically significant sites are generally more than forty-five to fifty years of age, but range from the period of the earliest European contact (around the late 1770s in the Coachella Valley) to about the end of World War 11. Potentially significant historic sites range from permanent trails and highways to living areas and small-scale remains of single activities. Analysis of previous cultural resources studies indicates that, of the 138 archaeological sites recorded in the General Plan study area, 13 are historic-era sites. These are primarily comprised of trash scatters, although structural foundations, a road, and a water conveyance system have also been recorded. Among the historic sites are the Southern Pacific Railroad and other nearby features associated with the railroad. Several sites associated with the construction of the Colorado River Aqueduct in the 1930s have been recorded in the vicinity of the Little San Bernardino Mountains. From 1981 to 1983, the Riverside County Historical Commission coordinated a countywide historical resources reconnaissance, which led to the recordation of 30 historic sites in the General Plan study area. These include a well site that dates back to 1912, the Cavanagh Adobe building that was built in the 1920s, and single-family residences constructed in the 1930s and 1940s. Most of these sites are located near the city center of Palm Desert, although several are near the community of Thousand Palms. Although the City of Palm Desert does not maintain a list of officially recognized or designated local historical landmarks, the Historical Society of Palm Desert has compiled a list of 21 sites of local historical significance. The list includes sites ranging from early homesteads to mid-twentieth century o 111-117 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures urban development. They are concentrated in the central urban core of the City, and only a few are located in outlying areas. The majority of the sites were recorded on the California Historical Resource i Information System during the countywide survey in the 1980s. Historic Resources Sensitivity Assessment Historic structures dating from the late 1940s and early 1950s are concentrated around the urban core of the City, and structures of similar vintage are likely to be found in outlying communities, such as Thousand Palms and Cahuilla Hills. For historic structures, or historic-period archaeological remains dating before 1940, the most sensitive areas in the planning area are along the Colorado River Aqueduct, between the Indio Hills and the Southern Pacific Railroad, and around the original community of Palm Village north of Highway 111. Nonetheless, the possibility of finding historic resources in other areas cannot be ruled out. Potentially sensitive areas are identified in Exhibits III-14 and III-15. >1 Programs Administered by the City of Palm Desert The City of Palm Desert is an active participant in the preservation of its cultural resources. In 1978, the City formed the Historical Commission and appointed four members to carry out the responsibilities of coordinating and preserving memorabilia associated with the founding and development of the City. This led to the incorporation of the Historical Society of Palm Desert in March 1979, which has played an important role in the City's historic preservation efforts since then. Today, the Historical Society maintains numerous archival records pertaining to the City's development, which is housed in the City's historic fire station located at 72-861 El Pasco and is staffed by about 38 volunteers. Historic Preservation Ordinance In 1984, the Palm Desert City Council formally adopted Ordinance 401, a historic preservation ordinance which outlines the definitions and criteria of "historic site" and "historic district." The ordinance requires the maintenance of a seven-member Historic Site Preservation Board to identify and protect properties meeting these definitions and criteria. The Board also has the authority and the responsibility to initiate the designation of historic sites or districts, review projects that may affect such sites, and issue temporary stays on demolition or exterior alterations of potentially historic structures. 2. Project Impacts Historically significant sites and structures are those that are 45 years of age or older and provide evidence of past human activities. Based on California Environmental Quality Act ( CEQA) Guidelines, 00 Appendix K, cultural resources must be evaluated for their importance or significance.' " An important archaeological resource" is defined by CEQA as one which: r A. Is associated with an event or person of: 1. Recognized significance in California or American history, or 2. Recognized scientific importance in prehistory; + B. Can provide information which is both of demonstrable public interest and useful in addressing l scientifically consequential and reasonable or archaeological research questions; 1 "California Environmental Quality Act—Statutes and Guidelines."Prepared by the Governor's Office of Planning and Research, State of California,June 1992.Appendix K:Archaeological Impacts. III-118 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions Impacts and Mitigation Measures C. Has a special or particular quality such as oldest, best example, largest, or last surviving example of its kind; D. Is at least 100 years old and possesses substantial stratigraphic integrity; or, E. Involves important research questions that historical research has shown can be answered only with archaeological methods. Based on the findings of the cultural resources study for the proposed General Plan update, the Palm Desert General Plan study area includes lands of high sensitivity for prehistoric and archaeological artifacts, as well as historic structures or historic-period archaeological remains. The study identifies that areas of high sensitivity for prehistoric and archaeological remains occur in the various canyons in the Santa Rosa Mountains and Indio Hills and the alluvial fans at the canyon mouths, which would have provided the Native populations access to mountain and desert resources, as well as water sources in the canyons. However, it should be noted that the proposed General Plan Update designates the majority of these lands for conservation, and limited lands designated for development are assigned very low densities. Areas particularly sensitive for historic structures or historic-period archaeological remains dating before 1940 are located along the Colorado River Aqueduct, between the Indio Hills and the Southern Pacific Railroad, and around the original community of Palm Village. Historic structures from the late 1940s and early 1950s most likely occur in the urban core of the city, along with outlying communities such as Thousand Palms, Cahuilla Hills and the Sky Valley area. As mentioned above, the City continues to participate in the preservation of cultural resources by implementing Historic Preservation Ordinance 401 and by establishing the Historic Site Preservation Board. The Historical Society of Palm Desert has also played an important role in the City's historic preservation efforts. Future development projects in the General Plan study area could potentially result in direct and/or indirect disturbance or destruction of sensitive archaeological and historic resources. Site surveys should be conducted on all future development projects, if deemed necessary, to determine the presence and significance of archaeological and historic resources. 3. Mitigation Measures Continued development and urbanization of the proposed Palm Desert General Plan planning area will decrease the opportunities for documenting and preserving archaeological and historic sites and artifacts. The City of Palm Desert has the responsibility to assure that every reasonable effort is made to manage cultural resources properly and creative/ within its jurisdiction. The California Environmental p P Y Y J Quality Act (CEQA) identifies the manner in which the City must review and address issues related to archaeological and historic resources. Projects involving a federal agency, federal funding or other federal assistance must conform to Section 106 of the National Historic Preservation Act (NHPA) of 1966. In addition, the following mitigation measures are recommended to reduce potential impacts to cultural resources to less than significant levels. iWW III-119 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures A A. All development or land use proposals, which have the potential to disturb or destroy sensitive 16 cultural resources, shall be evaluated by a qualified professional and, if necessary, comprehensive Phase I studies and appropriate mitigation measures shall be incorporated into project approvals. B. The City should establish a transmittal system with the Eastern Information Center (EIC) in which the City may send a location map to the EIC for a transmittal-level records search when a development proposal is in its initial review phase. The transmittal shall identify the presence or absence of known cultural resources and/or previously performed studies in and near the project area. The EIC shall also offer recommendations regarding the need for additional studies, where necessary. C. The City shall expand and enhance its historic preservation efforts by preparing a historic preservation plan and by considering participation in the Certified Local Government program. D. The City shall also incorporate historic preservation concerns into its zoning ordinance. E. The City shall establish and maintain an inventory of archaeological and historical resources within its jurisdiction, including those identified by the Eastern Information Center (EIC) at the University of California, Riverside and in focused cultural resources studies. F. The City shall protect sensitive archaeological and historic resources from vandalism and illegal collection to the greatest extent possible. The City shall maintain mapping and similar information, which identifies specific locations of sensitive cultural resources, in a confidential manner, and access to such information shall be provided only to those with appropriate professional or organizational ties. G. The City shall support the listing of eligible structures or sites as potential historic landmarks and their inclusion in the National Register of Historic Place. The City will consult and cooperate with the Palm Desert Historical Society and other appropriate cultural organizations in identifying and prioritizing sites which are eligible for listing as a historic landmark or inclusion in the National Register of Historic Places. H. The City shall develop an application process for City-sponsored incentives to maintain and enhance significant buildings and sites, and provide property owners with information and guidance on eligibility requirements. J. In the event that archaeological resources are unexpectedly discovered during construction, the City shall require that development cease, and a professional archaeologist shall be employed to examine and document the site to determine subsequent activities and appropriate mitigation measures. 111-120 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures Mitigation Monitoring/Reporting Program A. Potential impacts of development projects on cultural resources shall be evaluated through the Initial Study review process. Impacts shall be clearly documented and mitigation measures recommended where appropriate. Responsible Parties: Community Development Department, Developer/Consulting Archaeologist, UC-Riverside Eastern Information Center. B. City Staff shall review cultural resources reference materials and update City records and inventories on an annual basis to assure timely and adequate maintenance of the database. Responsible Parties: Community Development Department, and UC-Riverside Eastern Information Center. H. Air Quality The air quality of a particular locale is a significant factor to public health and welfare. Over the past two decades, air quality improvements have occurred in Southern California and the Coachella Valley. However, the region continues to experience significant air pollution problems, particularly those to associated with suspended particulates. The City of Palm Desert and other surrounding communities demonstrate their commitment to improving air quality in the region by implementing air quality management programs. 1. Existing Conditions The Coachella Valley is located within a meteorologically and geographically unique area. The surrounding mountains shield the valley from coastal influences from the west, and create a hot, low- lying desert environment. The valley is also prone to air inversions, in which a layer of stagnant air is trapped near the ground where it is further loaded with pollutants. This process, when combined with chemical aerosols and other pollutants emitted by automobiles, furnaces and other sources, can result in considerable haziness and increased pollutant levels. iw The Coachella Valley is also subject to strong and sustained winds that pick up and transport large quantities of sand and dust, depositing these materials on buildings, fabrics and automobiles, thereby lio reducing visibility and damaging property. Extensive wind-borne soil can dirty streets, pit windshields and damage landscaping. Dust on vegetation can interfere with plant respiration and stunt growth. The adverse health effects in humans can be severe and include reduced lung capacity and functioning. Air Quality Management and Regulation Air quality management in the proposed General Plan study area is governed by federal and state air quality standards and regulations pertaining to a variety of air pollutants. The U.S. Environmental Protection Agency (EPA) implements the federal Clean Air Act (CAA), which is intended to ensure that all Americans have the basic health and environmental protections with regard �W to air quality. The CAA establishes minimum air pollution standards, but allows states to enact and I11-121 W■ 4 to TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures enforce stronger standards, and delegates much of the responsibility for carrying out the CAA to state air pollution control agencies. Furthermore, CAA requires each state to develop a State Implementation Plan (SIP) for pollution levels that exceed federal standards. SIPS describe state regulations that will be utilized to improved air quality in polluted areas and are subject to CAA's control measures, and deadlines by which federal ambient air quality standards must be met. The California State Legislature passed Assembly Bill 2595, also known as the California Clean Air Act ii (CCAA) in 1988. CCAA establishes more stringent ambient air quality standards and deadlines for achieving these standards in comparison to those set forth in the federal CAA. The California Air Resources Board (CARB) has been entrusted as an overseer of the CCAA and advises and evaluates the efforts of local and regional air pollution control agencies and districts. The City of Palm Desert is located within the Salton Sea.Air Basin (SSAB), a geographic area regulated by the South Coast Air Quality Management District (SCAQMD). The SCAQMD is responsible for leading the regional effort to attain state and national air quality standards, and for the development of the regional Air Quality Management Plan (AQMP), a multi-tier effort to regulate pollutant emissions from a variety of sources. The 1997 AQMP is intended to satisfy the planning requirements of both the federal Clean Air Act and the California Clean Air Act. Early in 2003, SCAQMD released the Draft 2003 AQMP, a comprehensive plan update to the 1997 AQMP which intends to demonstrate attainment of the South Coast Air Basin with federal and state standards. The Coachella Valley Association of Governments (CVAG), of which the City of Palm Desert is a member of, is also involved in the regional management of air quality. Primary and Secondary Pollutants Ambient air pollutants are generally classified into two categories: primary and secondary pollutants. Primary pollutants are those that are a direct consequence of pollution releases, including those associated with energy production and utilization. These pollutants typically affect only local areas and do not undergo chemical modification or further dispersion. Primary pollutants and their sources are mostly a direct consequence of the combustion of petroleum and other fossil fuels resulting in the production of oxides of carbon, sulfur, nitrogen, a number of reactive hydrocarbons, and suspended particulates. k Secondary pollutants are those that undergo chemical changes after emission. These pollutants disperse 40 and undergo chemical changes under conditions of high ambient temperatures and high rates of solar insolation. Principal secondary pollutants are termed oxidants and include ozone, peroxynitrates, nitrogen dioxide and chemical aerosols. Criteria Pollutants and Associated Health Effectsi Compared to other Southern California communities, the City of Palm Desert essentially has good air quality. However, in the past few decades, noticeable air quality deterioration has occurred, due to increased local development and population growth, traffic, construction activity and various site disturbances. In an effort to protect public health, federal and state ambient air quality standards have been established for the following pollutants: ozone, carbon monoxide, nitrogen dioxide, sulfur dioxide, III-122 iW TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures lead and suspended particulate matter. The following is a description of each pollutant and associated tw health impacts. Ozone (03) Ozone is a pungent, colorless, toxic gas that is the main component of photochemical smog. It is formed when byproducts of internal combustion engines react in the presence of ultraviolet sunlight. This is a daily occurrence associated primarily with emissions from motor vehicles. Excessive exposure to ozone can result in diminished breathing capacity, increased sensitivity to infections, and inflammation of lung tissue. The Coachella Valley has a history of occasionally exceeding state and federal ozone standards, although the number of days and months exceeding the federal one-hour standard has dropped steadily over the past decade. The Coachella Valley is classified as a "severe-17" ozone non-attainment area under the federal Clean Air Act. Under current regulatory plans, the area must comply with federal ozone standards by November 15, 2007. Although some ozone is produced within the City of Palm Desert and the Coachella Valley, most ozone pollutants are transported into the Coachella Valley by coastal winds from Los Angeles County and the 40 Riverside and San Bernardino air basins. Local monitoring for ozone indicates that federal ozone exceedances in the Coachella Valley are largely the result of pollutant transport from the South Coast Air Basin, through the Banning Pass, into the Coachella Valley. Although it is difficult to quantify the total amount of ozone pollutants contributed by other regions, improved air quality in the Coachella Valley is partly dependent upon reduced ozone emissions in the South Coast Air Basin. 66 Carbon Monoxide (CO) Carbon monoxide (CO) is a colorless, odorless, toxic gas that is generally produced by the incomplete combustion of carbon containing fuels. Carbon monoxide passes through the lungs directly into the +w blood stream, binding with hemoproteins and reducing the amount of oxygen reaching the vital organs, such as the heart, brain and tissues. High levels of carbon monoxide are generally found along heavily traveled roadways during periods of limited air movement. 40 Nitrogen Oxide and Nitrogen Dioxide (NO) and (NO2) Nitric oxide (NO) and nitrogen dioxide (NO2), commonly referred to as NOx, are the two most significant oxides of nitrogen classified as air pollutants. NOx is formed as a byproduct of combustion, and it may be largely imported to the Coachella Valley from air basins to the west or may increase with local air inversions. Short-term exposure to nitrogen dioxide can result in airway contraction in healthy individuals and diminished lung capacity in individuals with asthma or chronic obstructive pulmonary disease. Sulfur Dioxide Sulfur dioxide is a colorless, pungent, extremely irritating gas that results from the combustion of high- sulfur content fuels, such as coal and oil. Short-term exposure to sulfur dioxide can result in airway constriction and severe breathing difficulties in asthmatics. High levels of exposure can cause lung tissue damage and fluid accumulation in the lungs. III-123 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures Lead (Pb) b Lead (Pb) occurs in the atmosphere as particulate matter resulting from leaded gasoline and the manufacturing of batteries, paint, ink and ammunition. Exposure to lead can result in anemia, kidney disease, gastrointestinal dysfunction, and in severe cases, neuromuscular and neurological disorders. The elimination of leaded gasoline in recent years has reduced the hazards associated with airborne lead. Particulate Matter(,PM Small, suspended particles, including dust, sand, metallic and mineral substances, road-surfacing materials, pollen, smoke, fumes and aerosols are generally referred to as particulate matter. These various particles are categorized by settling characteristics, and those that are ten microns or smaller in diameter are referred to as "PM,o." Most of the precursors to PM,o in the Palm Desert area are generated by direct particle erosion and fragmentation associated with the natural process of sand migration in the Coachella Valley. Grading and other activities associated with construction are also significant contributors to blowing sand and fugitive dust generation. These eroded particles may be further Ali pulverized by motor vehicles on roadways, where they are re-suspended in the air. PM,o particles can pass through the filtering system of the lungs, and directly irritate lung tissues, potentially resulting in serious health problems. The Coachella Valley has a history of elevated PM,o levels, which are closely associated with fugitive dust emissions from construction activities and the valley's natural wind processes. In 1990, the South Coast Air Quality Management District adopted the "State Implementation Plan for PM,o for the Coachella Valley" (90-CVSIP), which outlined "reasonably available control measures" for PM,o and 06 established a future attainment date for areas previously unable to meet federal PM,() standards. In January 1993, the Coachella Valley was reclassified from a "moderate" to "serious" non-attainment 4 area for PM,o by the U.S. EPA. The Coachella Valley Association of Governments (CVAG) and its member cities worked closely to implement the measures set forth in the CV-SIP, including the adoption of city-based dust control ordinances, street cleaning programs, and the use of chemical stabilizers, site #4 watering techniques and landscape treatments designed to reduce fugitive dust. Although the Coachella Valley achieved federal PM,o standards in 1996, attainment status requires that 40 the region achieve these standards for three consecutive years. In 1999, federal PM,o standards were exceeded once again. The region continues to be designated a "serious" non-attainment area for PM,o, with construction activity representing the most significant source of fugitive dust emissions. 0 In an effort to remedy this situation, the SCAQMD recently (2001) developed "Guidelines for Dust Control Plan Review in the Coachella Valley," which are intended to supplement local dust control 46 ordinances. Should the region continue to fall short of federal PM,o standards, the U.S. EPA could impose more stringent regulations or sanctions on local jurisdictions. The 2002 Coachella Valley State Implementation Plan (2002 CVSIP) was prepared by the AQMD, local Coachella Valley jurisdictions, agencies and stakeholders. The 2002 CVSIP includes a request for an extension of the PM,,, deadline, control measures and attainment demonstrations and an analysis of the Most Stringent Measures. The 2002 CVSIP was adopted by AQMD in June 2002, while the U.S. EPA approved the Plan in April 2003. I11-124 ✓ TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures State and Federal Air Quality Standards State and federal ambient air quality standards for ozone, particulate matter and other primary and secondary pollutants are shown in the following table. State standards are generally more restrictive than federal standards. Table IIl-26 State and Federal Ambient Air Quality Standards State Standards Federal Standards Pollutant Averaging Time Concentration Averaging Time Concentration Ozone 1 hour 0.09 ppm 1 hour 0.12 ppm Carbon Monoxide 1 hour 20.0 ppm 1 hour 35.0 ppm 8 hours 9.0 ppm 8 hours 9.0 ppm Nitrogen Dioxide 1 hour 0.25 ppm AAM 0.053 ppm Sulfur Dioxide 1 hour 0.25 ppm AAM 0.03 ppm 24 hours 0.04 ppm 24 hours 0.14 ppm Suspended i Particulate 24 hours 50 µg/m3 24 hours 150µg/m3 Matter (PM,o) AGM 30µg/m3 AAM 50µg/m3 Notes: ppm=parts per million; µg/m3=micrograms per cubic meter of air AAM=Annual Arithmetic Mean ; AGM=Annual Geometric Mean Source: "1997 Air Quality Management Plan," South Coast Air Quality Management District Pollutants of Regional Concern PM,, and ozone are the two prevalent pollutants of concern in the Coachella Valley and in the City of Palm Desert. Several factors unique to the Coachella Valley, contribute to the region's difficulty with satisfying the requirements of the Clean Air Act. Although regional air pollutants are generated from a variety of urban related activities which include grading and construction, automobile traffic, and operation of heating, cooling and ventilation systems, a significant amount of the pollution in the Coachella Valley can be linked to the region's geography and climatic conditions. According to air quality monitoring data, federal ozone standard exceedances in the Coachella Valley are largely a consequence of pollutant transport from the upwind South Coast Air Basin (SCAB). Control strategies employed in the South Coast Air Basin are anticipated to contribute to future attainment of the federal ozone standard in the Coachella Valley. r The valley is a low-lying desert which experiences a subtropical climate characterized by low annual rainfall and low humidity. The mountain ranges that surround the valley on the north, west, and south also physically isolate the region from coastal influences. During the summer months, temperatures can exceed 120°F. As daily temperatures rise, cooler coastal air is drawn through the narrow San Gorgonio Pass to the west, creating strong winds that cross the most active erosion zones in the valley. Vast amounts of desert sand and dust are transported through the valley, reducing visibility, damaging property and threatening public health. III-125 tier TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures Air Quality Monitoring Stations To further facilitate the management of air pollution, SCAQMD operates and maintains regional air quality monitoring stations at numerous locations throughout its jurisdiction. The City of Palm Desert is located within Source Receptor Area (SRA 30), which includes two monitoring stations, one at the Palm Springs International Airport and one in the City of Indio. Table III-27 shows the maximum concentration of PM10, and the number of days exceeding state and federal standards in the Coachella Valley from 1990 to 2000. From 1996 through 1998, PM,, levels did not exceed federal standards. However, the region's PM,o levels continue to exceed state standards. Ozone levels at the Palm Springs and Indio air quality monitoring stations from 1990 to 2000 are illustrated in Table III-28, recorded data from 1990 through 2002 indicate that ozone levels in Coachella Valley were significantly reduced in the latter part of the decade. III-126 TN/City of Palm Desert + Draft General Plan EIR Section III-Existing Conditions,Impacts and Mitigation Measures Table III-27 Coachella Valley Air Quality Trends Exceedances of PM,o Standards lrr Maximum No.(%)Samples Annual Average Monitoring Concentration Exceeding 24-hr.Standards (µg/m') Station-- Year (µg/m'/24hours) Federal' State2 AAM3 AGM' tw Palm Springs 1990 83 0 (0.0%) 9 (15.3%) 34.5 30.5 1991 197 1 (1.8%) 14 (25.0%) 42.9 36.6 1992 175 1 (1.7%) 4 (6.7%) 29.6 24.3 1993 58 0 (0.0%) 1 (1.7%) 27.0 23.6 1994 97 0 (0.0%) 23 (38.3%) 48.7 45.3 1995" 199 1 0.6%) 27 (44.3%) 52.0 47.2 1996 130 0 (0.0%) 2 (3.3%) 29.3 25.2 1997a) 63 0 (0.0%) 1 (1.8%) 26.4 23.6 1998 72 0 (0.0%) 3 (5.2%) 26.4 23.8 1999 104 0 (0.0%) 3 (5.0%) 28.8 26.1 2000 44 0(0.0%) 0(0.0%) 24.4 22.7 2001* 53 0(0.0%) 1(2%) 26.7 23.9 2002* 75 0(0.0%) 3(5.1%) 27.1 24.6 Indio 1990 520 4 (6.8%) 41 (69.5%) 79.3 64.9 1991 340 3 (5.1%) 37 (62.7%) 69.0 59.8 1992 117 0 (0.0%) 18 (30.5%) 43.4 39.2 1993 125 0 (0.0%) 25 (41.0%) 46.4 40.6 1994 97 0 (0.0%) 23 (38.3%) 48.7 45.3 1995" 199 1 (1.6%) 27 (44.3%) 52.0 47.2 1996* 117 0 (0.0%) 29 (50.0%) 50.8 46.1 1997a)* 144 0 (0.0%) 23 (42.6%) 49.1 44.2 1998 114 0 (0.0%) 32 (40.0%) 48.1 43.8 1999 119 0 (0.0%) 30 (54.0%) 52.7 49.8 2000* 114 0(0.0%) 52(50.0%) 51.9 48.4 2001* 149 0(0.0%) 50(45%) 50.2 44.3 Mr 2002* 139 0(0.0%) 52(45.2%) 50.6 49.1 _> 150 µg/m3 in 24 hour period Z=>50 µg/m'in 24 hour period 3 Federal Annual Average Standard=AAM>50µg/m3 °State Annual Average Standard=AGM>30µg/m3 Includes high-wind natural event days a)Less than 12 full months of data;may not be representative. +r *Data for samples collected on high-wind days were excluded in accordance with EPA's Natural Events Policy. Source: Annual air quality site monitoring reports,prepared by South Coast Air Quality Management District. rrr +o II1-127 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures Table III-28 Coachella Valley Air Quality Trends Exceedances of Ozone Standards Max. Concentration No. Days Standard Exceeded Monitoring Station Year in 1 hour Federal' State Palm Springs 1990 0.17 ppm 27 73 1991 0.18 ppm 22 72 1992 0.15 ppm 21 69 1993 0.17 ppm 20 79 19943 0.17 ppm 13 71 19953 0.16 ppm 12 60 1996 0.16 ppm 12 60 1 1997* 0.16 ppm* 4* 45* 1998 0.17 ppm 8 40 1999 0.13 ppm 1 27 2000 0.12 ppm 0 40 2001 0.14 ppm 6 53 2002 0.14 ppm 2 49 � Indio 1990 0.16 ppm 10 47 1991 0.18 ppm 13 48 1992 0.14 ppm 8 45 1993 0.16 ppm 3 25 19943 0.17 ppm 13 71 19953 0.16 ppm 9 49 1996 0.12 ppm 0 26 1997 0.11 ppm 0 3 1998 0.13 ppm 2 16 1999 0.13 ppm 1 13 2000 0.11 ppm 0 43 i 2001 0.11 ppm 0 21 2002 0.11 ppm 0 24 >0.12 parts per million in 1 hour , z=>0.09 parts per million in 1 hour. 3 Palm Springs and Indio ozone levels represented as a single Coachella Valley data value in SCAQMD annual reports. Values recorded are the highest recorded at either station. *Less than 12 full months of data;may not be representative. Source:Annual air quality site monitoring reports,prepared by South Coast Air Quality Management District. 2. Project Impacts Implementation of the proposed General Plan will increase the potential for air quality degradation in the City of Palm Desert and the Coachella Valley. Development facilitated by the proposed Plan will likely increase air pollutants which are released into the environment. The most significant impacts are expected to come from the emission of pollutants generated by vehicular traffic. Site disturbance, III-128 ar TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions Impacts and Mitigation Measures grading, construction activities and high winds are also potentially significant sources of pollutants. The utilization of natural gas and electricity will also contribute to the degradation of air quality. Major sources of pollutants associated with buildout of the General Plan are described below. Projected emissions are quantified where possible. Fugitive Dust Fugitive dust is associated with site preparation activities. In general, fugitive dust are generated and emitted into the environment during grading and disturbance of undeveloped acreage and construction of new facilities. The amount of fugitive dust generated is directly related to soil characteristics, the number of acres disturbed, climatic conditions and other factors. Potential development facilitated by the implementation of the proposed General Plan is expected to generate fugitive dust that can contribute to degradation of air quality in the region. Given the variations between site-specific conditions and grading/construction plans of future development projects, it is beyond the scope of this study to provide a precise quantification of the potential impacts of fugitive 40 dust associated with the General Plan buildout. Nonetheless, a general estimate of future, long-term fugitive dust emission is provided below. Table III-29 Calculations of Fugitive Dust Potential 60 Total Acres to be Factor Total Potential Dust Disturbed at Buildout* (lbs./day/acre) Generation (lbs./day) 29,103 26.4 768,319 up * Includes vacant acres remaining to be developed through buildout of the Draft General Plan.Does not include vacant Open Space acreage,with the exception of vacant lands designated as Open Space Private,which are potentially proposed for golf course or other recreational type development. Source:Table A9-9, "CEQA Air aw Quality Handbook,"prepared by South Coast Air Quality Management District April 1993. The above figures represent a conservative estimate of the total daily fugitive emissions anticipated from + r buildout of the General Plan study area. However, in reality these emissions will be produced over the course of General Plan buildout, and do not account for short-term, project specific impacts. The figures above provide a benchmark by which the potential impacts of future development in the General Plan study area can be measured. Stationary Source Emissions Stationary sources emissions include emissions from power plants (outside the City of Palm Desert) and the consumption of natural gas for activities such as cooking and space heating. Power plant emissions consist primarily of combustion products, such as carbon monoxide, oxides of nitrogen, sulfur oxides, particulate matter and reactive organic gases (ROG). Table 1I1-30 shows an estimate of power plant emissions associated with annual electricity consumption by residential development upon General Plan buildout. The amount of electrical energy and natural gas necessary to power lights, appliances and other equipment is based on per unit usage factors provided by r III-129 r TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions, Impacts and Mitigation Measures the South Coast Air Quality Management District (SCAQMD)in the SCAQMD EIR Handbook.These figures are then multiplied by SCAQMD pollutant emission generation factors. Table III-30 Power Plant Emission Projections Residential Development at General Plan Buildout (Lbs. per 1,000 kwh) Annual Electric Energy Total Annual Usage (kwh/unit/year) Total No. Dwelling Units Electric Usage (kwh) 5,626.50 79,294 446,147,691 Carbon Nitrogen Sulfur Reactive Pollutants Monoxide Oxides Oxides Particulates Organic Gases 446,148 446,148 446,148 446,148 446,148 Factor 0.2 1.15 0.12 0.04 0.01 Lbs./Year 89,229.5 513,069.8 53,537.7 17,845.9 4,461.5 Based on per unit usage and emissions factors provided in Tables A9-11-A and A9-11-B, "CEQA Air Quality Handbook,"prepared by the South Coast Air Quality Management District,April 1993.Assumes continued availability and use of natural gas in power plants and an average contribution from hydro-electric sources.Represents total pounds emitted per year by all residential development at buildout. The emissions tables for commercial and industrial land uses are prepared in the same manner, except different annual usage factors are applied. The electrical power factors are given on a per square foot basis, instead of a per unit basis, and the SCAQMD Handbook separates commercial and industrial uses by type. The commercial uses selected for this analysis include the "retail," "restaurant," "office," "food store," and "hotel/motel" categories provided in the SCAQMD Handbook. For the purposes of this analysis, it is assumed that retail uses will account for approximately 69% of all commercial development at buildout, restaurant will account for about 4%, offices 11%, food stores 8%, and hotel/motels 8%. r� z Table A9-1 I-A,"CEQA Air Quality Handbook,"prepared by the South Coast Air Quality Management District,April 1993. III-130 AW TN/City of Palm Desert Draft General Plan EIR _ Section III—Existing Conditions,Impacts and Mitigation Measures Table III-31 Power Plant Emission Projections Commercial Development at General Plan Buildout (lbs. per 1,000 kwh) Estimated Total Annual Electric Usage: 363,461,776* kwh/year two Carbon Nitrogen Sulfur Reactive Pollutants Monoxide Oxides Oxides Particulates Organic Gases 363,462 363,462 363,462 363,462 363,462 Factor x 0.2 x 1.15 x 0.12 x 0.04 x 0.01 Lbs./Year 72,692.4 417,981.0 43,615.4 14,538.5 3,634.6 *Usage factor based on the following breakdown of commercial square footage, kwh/square foot usage and emission factors: Retail - 14,143,279 square feet @ 13.55 cf/sq. ft./month; Restaurant - 819,900 square feet @ 47.45 cf/sq. ft./month; Office - 2,254,726 square feet @ 12.95 cf/sq. ft./month; Food Store - 1,639,800 square feet @ 53.3 cf/sq. ft./month; Hotel/Motel - 1,639,800 square feet @ 9.95 cf/sq. ft./month, as provided in Appendix A9-11-A of the CEQA Air Quality Handbook, April 1993. Source: Based on kwh/square foot usage and emissions factors provided in Tables A9-11-A and Table A9-1I-B, "CEQA Air Quality Handbook," prepared by South Coast Air Quality Management District, April 1993. Assumes continued availability of natural gas in power plants and an average contribution from hydro-electric sources. Represents total pounds emitted per year by all commercial development at buildout. The industrial land uses which will develop in the study area during General Plan buildout are described as "warehouse" and "miscellaneous" in the CEQA Handbook. In this analysis, it is assumed that warehouse development will represent approximately 25% of all industrial development at General Plan buildout, while "miscellaneous" industrial development will account for the remaining 75%. Table III- 32 is an estimate of power plant emissions associated with industrial development during buildout of the General Plan study area. Table III-32 Power Plant Emission Projections Industrial Development at General Plan Buildout (Lbs. per 1,000 kwh) Estimated Total Annual Electric Usage: 245,539,142* kwh/year Carbon Nitrogen Sulfur Reactive Pollutants Monoxide Oxides Oxides Particulates Organic Gases 245,539 245,539 245,539 245,539 245,539 Factor 0.2 1.15 0.12 0.04 0.01 Lbs./Year 49,107.8 282,370.0 297464.7 9,821.6 2,455.4 *Usage factor based on the following breakdown of industrial square footage, kwh/square foot usage and emission factors: Warehouse—6,849,070 square feet @ 4.35 cf/sq. ft./month; Miscellaneous—20,547,209 square feet @ 10.50 cf/sq.ft./month,as provided in Appendix A9-11-A of the CEQA Air Quality Handbook,April 1993. Based on kwh/square foot usage and emissions factors provided in Tables A9-11-A and A9-11-B, "CEQA Air Quality Handbook," prepared by South Coast Air Quality Management District,April 1993.Assumes continued availability and use of natural gas in power plants and an average contribution from hydro-electric sources.Represents total pounds emitted per year by all industrial development at buildout. i III-131 rr TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures Estimated emissions associated with natural gas consumption at General Plan buildout are provided in the following three tables. Natural gas emissions are calculated based on average monthly consumption factors developed by The Gas Company, formerly Southern California Gas Company, and applied by the SCAQMD. The same pollutants projected for power plant emissions in the tables above are calculated for natural gas emissions. Consumption factors fluctuate with land use type, as with power plant emissions. Table III-33 Emissions Associated with Natural Gas Consumption Residential Development at General Plan Buildout (Lbs. per 10' Cu. Ft.) Monthly Natural Gas Total Monthly Natural Consumption (cf/unit/mo) Total No. Dwelling Units Gas Consumption (cf/mo) r� Single Family DUs= 6,665.0 39,166 261,041,390 Multi Family DUs= 4,011.5 40,128 160,973,472 TOTAL: 422,014,862 Carbon Nitrogen Sulfur Reactive Pollutants Monoxide Oxides Oxides Particulates Organic Gases 422.0 422.0 422.0 422.0 422.0 Factor 20 80 negligible 0.2 5.3 Lbs./Month 8,440.3 33,761.2 negligible 84.4 2,236.7 40 Based on per unit usage and emissions factors provided in Tables A9-12-A and A9-12-13, "CEQA Air Quality Handbook,"prepared by South Coast Air Quality Management District April 1993 4 Table III-34 Emissions Associated with Natural Gas Consumption Commercial Development at General Plan Buildout (Lbs.per 10' Cu.Ft.) Estimated Total Monthly Natural Gas Usage: 60,529,135 cf/month Carbon Nitrogen Sulfur Reactive Pollutants Monoxide Oxides Oxides Particulates Organic Gases 60.5 60.5 60.5 60.5 60.5 Factor 20 120 negligible 0.2 5.3 Lbs./Month 1,210.6 7,263.5 negligible 12.1 320.8 *Usage factor based on the following breakdown of commercial square footage, cf/square foot usage and emission factors: Retail— 16,602,980 square feet @ 2.9 cf/sq. ft./month; Office -2,254,726 square feet @ 2.0 cf/sq.ft./month; Hotel/Motel - 1,639,800 square feet @ 4.8 cf/sq. ft./month, as provided in Appendix A9-11-A of the CEQA Air Quality Handbook,April 1993. Source:Based on cf/square foot usage and emissions factors provided in Tables A9-12-A and A9-12-13,"CEQA Air Quality Handbook,"prepared by South Coast Air Quality Management District,April 1993 III-132 irr TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures Table III-35 Emissions Associated with Natural Gas Consumption Industrial Development at General Plan Buildout (Lbs. per 10' Cu. Ft.) Estimated Total Monthly Natural Gas Usage: 131,502,134* cf/month Carbon Nitrogen Sulfur Reactive Pollutants Monoxide Oxides Oxides Particulates Organic Gases 131.5 131.5 131.5 131.5 131.5 Factor 20 120 negligible 0.2 5.3 Lbs./Month 2,630.0 15,780.3 negligible 26.3 697.0 *Usage factor based on the following breakdown of industrial square footage, cf/square foot usage and emission factors: Industrial—27,396,278 square feet @ 4.8 cf/sq. ft./month, as provided in Appendix A9-11-A of the CEQA Air Quality Handbook,April 1993. Source:Based on cf/square foot usage and emissions factors provided in Tables A9-12-A and A9-12-B, "CEQA Air Quality Handbook,"prepared by South Coast Air Quality Management District April 1993 No Moving Emissions Analysis of the potential traffic and circulation impacts associated with buildout of the General Plan, involved the preparation of a comprehensive traffic impact study by Urban Crossroads Inc. (Refer to 40 Appendix F). The traffic study indicates that buildout of the General Plan study area is anticipated to generate approximately 1,049,673 vehicle trips per day. For purposes of allowing a focused analysis of the geographically distinct portions of the General Plan study area, three separate analysis districts were established. Analysis was also conducted on an aggregated basis for the entire General Plan study area. These districts are defined as follows: North District: study area located north of US Intersate-10 and extending to the north study area boundary. South District: study area located south of Frank Sinatra Drive and extending to the south end study area boundary. Mid District: study area located south of US Intersate-10 and north of Frank Sinatra Drive. The General Plan also refers to this district as the University Park planning area. Based on SCAQMD methodologies, emission factors were compiled by running the California Air Resource Board EMFAC 2002 (version 2.2) Burden Model. Total vehicle emissions can be calculated by multiplying the total number of trips by the trip length (mile/day), then multiplied by the emission r factors pounds per mile. This calculation was conducted for each of the three planning districts using a reasoned average trip length for each district. (This methodology replaces the previous EMFAC emission factors in Tables A-9-5-J-1 through A-9-5-L in Appendix A9 pf the current SCAQM D CEQA Handbook.) Emissions from start, running, and idling exhaust are calculated in all the EMFAC 2002 emission factors. The ROG emission factors include diurnal, hot soak, running and resting emission and the PM10 emission factor accounts for tire and brake wear. III-133 �, I TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures a Computation of the vehicle emission associated with the buildout of the General Plan are based on emission factors for passenger vehicle models projected at Year 2020. It is anticipated that 11 improvements to combustion technology will reduce vehicle emissions, including actual per mile emissions, in the near future and in the long-term. The following tables provide the estimated daily moving exhaust emissions for year 2020, associated with each of the districts of the General Plan study area described above. Table III-36 Preferred Alternative/North District Moving Exhaust Emission Projections Post 2020 (pounds per day) Ave.Trip Total Total No. Vehicle Trips/Day Length (miles) miles/day 329,156 x 3 = 987,468 Pollutant ROG CO NOx sox PM10 Pounds per day 546.07 4,382.38 424.61 8.89 120.47 Based on California Air Resources Board Highest EMFAC 2002 (version 2.2) Emissions Factors for On-Road Vehicles. Based upon Year 2020 emission factors. All the emission factors account for the emissions from start, running and idling exhaust. In addition, the ROG emission factors take into account diurnal, hot soak, running and resting emissions, and PM10 emission factor accounts for the tire and brake wear. Table III-37 Preferred Alternative/Mid District Moving Exhaust Emission Projections Post 2020 (pounds per day) Ave. Trip Total 06 Total No. Vehicle Trips/Day Length (miles) miles/day 160,761 x 5 = 803,805 Pollutant ROG CO NOx Sox PM10 Pounds per day 444.50 3,567.29 345.64 7.23 98.06 41 Based on California Air Resources Board Highest EMFAC 2002 (version 2.2) Emissions Factors for On-Road Vehicles. Based upon Year 2020 emission factors. All the emission factors account for the emissions from start, running and idling exhaust. In addition, the ROG emission factors take into account diurnal, hot soak, running and resting emissions, and PM10 emission factor accounts for the tire and brake wear. III-134 rr TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions, Impacts and Mitigation Measures Table III-38 Preferred Alternative/South District Moving Exhaust Emission Projections Post 2020 (pounds per day) Ave. Trip Total Total No. Vehicle Trips/Day Length (miles) miles/day 559,756 x 5 — 2,798,780 Pollutant ROG CO NOx Sox PM10 Pounds per day 1,547.73 12,420.99 1,203 48 25.19 34145 Based on California Air Resources Board Highest EMFAC 2002 (version 2.2) Emissions Factors for On-Road Vehicles. Based upon Year 2020 emission factors. All the emission factors account for the emissions from start, running and idling 40 exhaust. In addition, the ROG emission factors take into account diurnal, hot soak, running and resting emissions, and PM10 emission factor accounts for the tire and brake wear. Table III-39 Preferred Alternative Summary Table Moving Exhaust Emission Projections Post 2020 _ (pounds per day) Pollutant ROG CO NOx Sox PM10 North District 546.07 4,382.38 424.61 8.89 120.47 Mid District 444.50 3,567.29 345.64 7.23 98.06 South District 1,547.73 12,420.99 1,203.48 25.19 341.45 Total Pounds per day 2,538.30 20,370.66 1,973.72 41.31 559.99 Summary of Moving Emissions Table III-39 is a summary of the projected total daily moving exhaust emission (Post 2020) generated by each of the General Plan study area districts. In general, buildout of the General Plan is expected to exceed the SCAQMD thresholds of significance for all pollutants with the exception of the sulfur two dioxide (Sox). However, it should be noted that while the traffic model for the General Plan makes some provision for student transportation by bus, it does not assume any trip reduction from other forms of mass transportation, nor does it consider land use adjacencies that enhance opportunities for non- io motorized transportation. Therefore, the calculations of trips presented above maybe somewhat conservative. Furthermore, it is limp anticipated that enhancements to combustion and other power technologies (fuel cells, etc.) technologies will reduce vehicle emissions in the foreseeable future. The General Plan provides a wide range of policies and programs directed at reducing air quality impacts to less than significant level. The City shall continue to encourage the development and use of pedestrian-oriented projects, as well as community-wide multi-use trails, dedicated bike lanes, golf cart paths and other desirable alternatives to motor vehicle traffic. Summary of Impacts Buildout of the General Plan study area will result in the potential generation and emission of pollutants, irr including those generated by power plants, burning of natural gas and vehicular emissions. Table III-40 III-135 'i TN/City of Palm Desert Draft General Plan EIR11 Section III—Existing Conditions,Impacts and Mitigation Measures 41 is a summary of the anticipated aggregate daily emissions associated with the Post 2020 buildout of the General Plan study area. While.threshold criteria for all pollutants are expected to be exceeded, it should be noted that these are conservative estimates, which are based on worst-case scenarios. The City of Palm Desert is located in the Coachella Valley, a region which has been experiencing substantial growth and urbanization.Considerable amounts of undeveloped lands both unincorporated and under the jurisdiction of the cities Desert Hot Springs, La Quinta, Rancho Mirage, Indio, and Al Coachella, are expected to facilitate future growth and development, which could potentially contribute 44 to the degradation of the air quality in the region. The degree of air quality impacts associated with the proposed General Plan can be considered less than significant in comparison to the magnitude of air quality impacts resulting from the overall buildout of the Coachella Valley region. Table III-40 Anticipated Aggregated Daily Project-Related Emissions Associated with Buildout of the Proposed General Plan (lbs. per day) Total SCAQMD Stationary Moving Source Anticipated Threshold 1 Source Emissions Emissions Emissions Criteria* Power Nat.Gas Vehicle Total lbs. Total lbs. Plants Consumption Emissions Per day Per day Carbon Monoxide 578.16 409.36 20,370.66 21,358.18 550.00 Nitrogen Oxides 3,324.44 1,893.50 1,973.72 7,191.66 100.00 Sulfur Oxides 346.90 negligible 41.31 388.21 150.00 „ Particulates 115.63 4.09 559.99 679.71 150.00 ROCs 28.91 108.48 2,538.30 2,675.69 75.00 * Threshold criteria offered b the South Coast Air y Quality Management District for assistance in determining the significance of air quality impacts. Source: "CEQA Air Quality Handbook,"prepared by South Coast Air Quality Management District,April 1993. Buildout of the General Plan study area will result in an incremental increase in the generation of air pollutants in the City of Palm Desert and the region. As discussed above, the majority of the City's electrical power is produced in air basins outside the Coachella Valley. Continued development occurring in the General Plan study area may make a cumulative contribution, albeit limited, to air quality impacts in other regions. Given that buildout of the General Plan study area will occur over time, emissions identified in the above table will not be reached for many years, if ever. It is also expected that future emissions levels t will decrease with the introduction of new and enhanced technologies, many of which are coming on- line now. Nonetheless, it is difficult to determine the impacts of new technology, and even projected future rates of emissions for vehicular traffic cannot be considered as definitive. Finally, in determining the significance of air pollution emissions associated with the buildout of the City General Plan, SCAQMD notes that: "If the project is to be built out over a series of years, then the III-136 ± TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures project emissions should be compared to the projected future baseline (without mitigation) for the years corresponding to project phasing and/or buildout year."' The projected future baseline for the Coachella Valley will be affected less by future growth in the Palm Desert General Plan area and more from growth in other valley communities with large amounts of affordable land available for development, including the aforementioned cities of Desert Hot Springs, La Quinta, Indio, Coachella, and the unincorporated areas. 3. Mitigation Measures The South Coast Air Quality Management District, CVAG and the City of Palm Desert share responsibility for monitoring air pollutant levels and regulating air pollution sources. Preservation of the environment and protection of the general public from harmful air pollutants involves monitoring and mitigating activities, which contribute to the degradation of local and regional air quality. A range of mitigation measures developed by federal, state and local agencies can be put into effect w throughout the life of the General Plan to reduce pollutant emissions associated with General Plan buildout. The ongoing implementation and updating of California Title 24 Building Codes, combined with more efficient use of energy, can contribute to the reduction of impacts of pollutant emissions from 60 heating, cooling, power plants and the consumption of natural gas. Alternative methods of electrical power generation have and will continue to replace the need for additional fossil fuel-based generating capacity. In the State of California automobile smog checks are mandatory and are designed to ensure vehicle compliance with existing emissions standards. It is feasible that improvements to combustion technology and an overall decline in air pollutant will occur in the future. Cleaner fuels and more efficient transportation vehicles are expected to continue to evolve. 4, Impacts to air quality associated with the adoption and implementation of the proposed General Plan are potentially significant if left unmitigated. Within the context of the anticipated future baseline, mitigation measures set forth below are provided to reduce General Plan air quality impacts to less than fr significant levels: A. The City shall coordinate and cooperate with CVAG and SCAQMD in the ongoing monitoring 40 and management of major pollutants affecting the City and region, with particular focus on PM,o, and shall provide all required reporting to be ultimately included in SCAQMD's annual report. B. The City shall develop and maintain its General Plan Land Use Element to assure that air pollution point sources, such as manufacturing facilities, are located at an appropriate distance from residential areas and other sensitive land uses and receptors. C. The City shall encourage project developers to develop site plans that integrate buffer zones `Ow between sensitive receptors and point source emitters such as highways and industrial sources. s "CEQA Air Quality Handbook,"prepared by South Coast Air Quality Management District,April 1993. III-137 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures D. The City shall review all development proposals for potential adverse effects on air quality and as appropriate, require detailed air quality analyses and mitigation measures to address any potentially significant impacts. Mitigation measures and dust control plans shall be approved by the City prior to the issuance of grading, construction, demolition or other permits. E. The City shall encourage the incorporation of energy-efficient design measures in site plans, including appropriate site orientation to assure solar access, and the use of shade and windbreak trees to enhance the use of alternative energy systems and to reduce the need for excessive heating and cooling. F. The City shall develop and maintain a diversified transportation-system that maximizes system p Y Y efficiencies, minimizes vehicle miles traveled, and reduces the impact of motor vehicles on local air quality. G. The City shall continue to promote the development and use of pedestrian-oriented retail centers, as well as community-wide multi-use trails, dedicated bike lanes, golf cart paths, and other desirable alternatives to motor vehicle traffic. These components shall be integrated and periodically updated in the General Plan Circulation Element. H. The City shall adequate implement and coordinate with the SCA MD and CVAG to assure ade P Q q monitoring of the effectiveness of transportation management programs of employers, including use of Sunline and other public transportation, coordinated carpooling, off-peak shift times, employee flex-time and other components. As future demand warrants, the City shall promote and support the development of a Park-and-Ride program to decrease existing and future traffic . levels within the community. I. The City shall encourage the use of clean alternative energy sources for transportation, heating, cooling and electrical generation, to the greatest extent practical and shall encourage and coordinate with its franchise service providers and other public and private service providers to do same. J. The City shall continue to implement the Fugitive Dust Control Ordinance applicable to construction, grading and demolition activities, on-going land uses, and off-road vehicle use to reduce PMio emissions to the greatest extent practical. K. The City shall continue to provide an effective street sweeping program that combats the cumulative impacts of blowsand, transportation-related dust generation, and nuisance dust that result from natural windstorm events. L. The City shall require the implementation of air quality control measures identified in the most current Coachella Valley PMIo State Implementation Plan. M. A PMIo Management Plan for construction operations shall be submitted with all development id proposals. The plan shall include dust management controls such as: • watering the site and equipment morning and evening III-138 6W TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures • spreading soil binders on disturbed areas, unpaved roads, and parking areas operating street-sweepers on paved roads adjacent to site • re-establishing ground cover on construction site through seeding and watering • paving construction access roads, as appropriate N. To minimize construction equipment emissions, the City shall assure that developers and contractors shall, as appropriate, implement the following: 0 wash off trucks leaving the site • require trucks to maintain two-feet of freeboard • properly tune and maintain construction equipment • use low sulphur fuel for construction equipment O . To reduce construction-related traffic congestion, developers and contractors shall, as appropriate, implement the following: • encourage rideshare incentives for construction personnel 0 configure construction parking to minimize traffic interference. • minimize obstruction of through-traffic lanes • provide a flag person to ensure safety at construction sites, as necessary ;, 0 schedule operations affecting roadways for off-peak hours, as practical P. To minimize indirect-source emissions, developers may also: Ow 0 implement energy conservation measures beyond state and local requirements • install low-polluting and high-efficiency appliances • install solar water heaters, to the greatest extent feasible me • install energy-efficient street, landscape and parking lot lighting • include energy costs and design efficiency into capital expenditure analyses • landscape with native and other appropriate drought-resistant species to reduce water consumption and to provide passive solar benefits Q. To minimize building energy requirements, developers shall implement the following: • assure the thermal integrity of buildings and, as appropriate, reduce the thermal load with automated time clock or occupant sensors • use efficient window glazing, wall insulation and ventilation methods • use most efficient heating and other appliances, such as water heaters cooking equipment, refrigerators, furnaces and boiler units • incorporate appropriate passive solar design and solar heaters 0 use devices that minimize the combustion of fossil fuels • capture waste heat and re-employ this heat, to the greatest extent practicable Mitigation Monitoring/Reporting g Program A. The City Community Development Department shall coordinate with South Coast Air Quality Management District and CVAG to facilitate the maintenance and expansion of the Coachella Valley's existing air quality monitoring equipment. Responsible Parties: Community Development Department, SCAQMD, CVAG sir III-I39 ,t TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures B. The appropriate code enforcement division shall record, consolidate and retain all complaints it receives concerning air quality degradation from construction sites, vehicle emissions, industrial generators, and other sources of air quality impacts. A report on air quality complaints and identified problems shall be provided in the annual review of the General Plan. In addition, development may be temporarily halted until inadequate controls or unacceptable conditions are corrected to the satisfaction of the City and/or SCAQN1D. Responsible Parties: Community Development Department, SCAQNM, CVAG C. The City Public Works Department shall monitor the performance of the City's roadways system, identify areas of congestion and inefficient traffic movement, and develop recommendations to enhance the performance of all components of the City transportation system. Responsible Parties: City Public Works Department, SCAQMD, CVAG I. Noise The noise environment can have a significant influence on the health and comfort of a community. Assessment of the noise environment in the General Plan study area involved the preparation of a noise study by Urban Crossroads. The study examines the existing noise environment in the General Plan study area and projects the future noise impacts associated with General Plan buildout. This study is included in its entirety in Appendix E of this document. 1. Existing Conditions Noise is simply defined as unwanted sound. Excessive noise affects physical health, psychological well being, social cohesion, property values and economic productivity. The effects of noise on people include subjective effects, such as annoyance and nuisance; interference with activities such as conversation and sleep; and psychological effects, ranging from startle to hearing loss. Noise generators include components of urbanization such as construction equipment and activities, motor vehicles, air and rail traffic, mechanical equipment, household appliances and other sources. Generally, the City of Palm Desert enjoys a quiet noise environment, with existing community noise being dominated primarily by constant motor vehicle traffic on highways and major arterials. The noise environment of the General Plan study area is also affected by local airport operations. Given its location, the Bermuda Dunes Airport has the greatest impact in the General Plan study area. Commercial aviation at the Palm Springs Regional Airport occasionally has an intrusive but intermittent impact on the community's noise environment. However, current airport master plan improvements are projected to further reduce airport noise exposure in Palm Desert. Freight rail service along the Union Pacific Railroad lines located immediately south of and parallel to I- � 10 are also responsible for generating substantial noise levels in the community. Other community noise generators include industrial operations, construction activities, special event noise, live music, home III-140 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures appliances, and lawnmowers and leaf-blowers. Sensitive receptors within the General Plan study area include housing, schools, libraries, and medical and senior care facilities. Although, the noise environment in the City is considered to be essentially quiet, the north and south end "' of the General Plan study area experience a more quiet noise environment than that of the City, due to the low levels of development and the primarily residential nature of this development. Noise impacts are potentially greater in these areas due to their remote and rural settings. Noise Rating System Noise rating systems are utilized to evaluate community noise. Noise is most commonly measured with �r the A-weighted decibel (dBA), which is defined as a measurement of the noise energy received while monitoring a noise source. A normal conversation at 5 feet typically measures 55 dBA. The quiet rustling of leaves, which is barely audible, typically registers at 10 dBA, while the sound of a jet aircraft taking off at 200 feet registers at approximately 125 dBA. A number of noise rating scales are used in California to evaluate land use compatibility. The equivalent sound, or Leq scale, represents the average constant noise level over a given period of time, and is the basis for the Ldn and CNEL scales. The Ldn value represents a summation of hourly Leq's over a period of 24 hours, and includes a weighting factor, or penalty, for noise occurring in the nighttime period between 10:00 p.m. and 7:00 a.m. The Community Noise Equivalent Level (CNEL) represents a 24- hour average noise level which includes a 5 dBA penalty for noises occurring during the evening time period (from 7 p.m. to 10 p.m.) and a 10 dBA penalty for noises occurring during the nighttime period (from 10 p.m. to 7-p.m.). These additions are made during these time periods because during the evening and night hours there is a decrease in the overall amount and loudness of noise generated, when compared to daytime hours, resulting in an increased sensitivity to sounds. For this reason sounds seem louder during these periods of lower ambient noise and are weighed accordingly. Basically, during these evening and night hours the maximum tolerable overall noise levels should be 5 to 10 dBA lower, and +w the CNEL number is weighted to assure this bias. General Plan Monitoring Sites iW Noise monitoring conducted for the proposed General Plan focused on vehicular noise levels adjacent to City roadways. Each of the 11 monitoring sites are listed and described. Table III-41 shows the location and the monitored noise level. Exhibit III-16 is a graphic display of the monitoring sites. Measurements were taken from these sites, which included major transportation corridors, land use transition areas, and sensitive receptors such as residential neighborhoods. A brief discussion of each of the monitoring sites is provided below. r 1.) US I-10/UPRR Corridor: Monitoring site was located south of the UPRR right-of-way which provided data on the noise environment created by this transportation corridor. Monitoring from this location also provided important data for the assessment of potential impacts to the University Park planning area that are extendable to other land uses along the corridor both north and south of the I-10. 2.) Cook Street North of Frank Sinatra Drive: This monitoring site was located mid-way between Frank Sinatra and Gerald Ford Drives. This site provided data relevant to the adjacent educational uses as well as for future residential lands that may develop west of Cook. III-141 I ;J 14 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures ilk 3.) Portola Avenue North of Frank Sinatra Drive: Monitoring was conducted at this site to assess potential impacts associated with the possible development of additional residential units on substantial di vacant land still available in this vicinity. 4.) Portola Avenue (Extended) North of US I-10: The proposed General Plan calls for High Density Residential on both sides Portola Avenue. It is anticipated that the substantial commercial designations at the I-10 freeway and the future interchange will result in heavier traffic levels, and associated noise will need to be addressed to assure compatible residential development in this area. 5.) Portola Avenue North of Fred Waring Drive: Monitoring site at this location provided a good baseline for predicting noise modeling. Sensitive land uses in this area include an existing school and future offices or homes. 6.) Gerald Ford Drive East of Monterey Avenue: Monitoring at this site provided a firm basis for noise modeling associated with traffic projections. The proposed General Plan provides for a substantial amount of medium and high density residential north of Gerald Ford. 7.) Avenue 42 East of Adams Street: This monitoring site occurs in Bermuda Dunes, within the City's Sphere-of-Influence and has medium density residential along its length. There is a lack of historic data in this area. 8.) Monterey Avenue North of the Whitewater River Bridge: Monitoring at this site provided data associated with current and future traffic levels. + 9.) Haystack Road Between Hwy 74 & Portola Ave: Monitoring site at this location provided a solid baseline for the predictive modeling along the roadway's length. Although the area is built out, residences along this road do not benefit from walls or other noise barriers. Future traffic levels are expected to increase to some degree as this road allows travelers to access the eastern portion of the City without traversing the length of Hwy 111. 1 4 10.) Washington Street North of Fred Waring Drive: Monitoring at this site was conducted given that high density residential is planned along the east side of this roadway and traffic volumes are already very high. 11.) Portola Avenue (Extended) South of US I-10: Monitoring at this site was conducted given that residential development is planned along the east side of Portola Avenue and the substantial amount of commercial and industrial land uses along the I-10 freeway. ; III-142 VW TN/City of Palm Desert it Draft General Plan EIR Section III—Existing Conditions, Impacts and Mitigation Measures Table III-41 Noise Monitoring at Selected Sites Locations and CNEL Values Measured Observer Primary Noise Noise Levels Location' Description Date Time Source (Leq Dba) Approx.50 from north of Gerald Ford Vehicle noise from 1 r.centerline South of Union Pacific 8/20/03 12:20 PM Gerald Ford Drive with RR&1-10 Freewaybetween Portola 66.7 background noise from Ave and Cook St. 1-10 Frw. Located approximately 100 feet west 2 from centerline of Cook Street north of 8/21/03 3:15 PM Vehicle noise from Frank Sinatra Dr. Cook Street. 63.1 Located approx. 100 feet west from the 3 centerline of Portola Ave north of 8/20/03 12:50 PM Vehicle noise from Frank Sinatra Dr. Portola Avenue 61.0 Located approx.50 feet north of 4 Varner Rd centerline between 8/20/03 12:00 PM Vehicle noise from the I-10 Freeway 74.2 Monterey Ave&Chase School Rd. 5 Located on Portola Avenue north of s Vehicle noise from 8/21/03 2:00 PM 682 tir Fred Waring Dr. Portola Avenue 6 Gerald Ford Drive east of Monterey Vehicle noise from Avenue. 8/21/03 12:50 PM 70 3 Gerald Ford Dr. Located approximately 50 feet north of the Ave 42 East roadway centerline Vehicle noise from 7 and 200 feet from Adams St. 8/21/03 2:50 PM Avenue 42. 65.8 centerline. Monterey Avenue north of Whitewater Vehicle noise from 8 8/21/03 1:30 PM 68.6 River Bridge Monterrey Ave. 40 9 Haystack Road between Hwy 74 and Vehicle noise from Portola Ave. 8/21/03 3:45 PM 62.4 Haystack Road i Located approx. 100 feet east of 10 Washington Street roughly 1000'feet 8/21/03 2:30 PM Vehicle noise from north of Fred Waring Dr. Washington Street 67.3 ll Portola Ave extension approx. 200 feet Vehicle noise from the South of Union Pacific RR. 8/20/03 12:30 PM 51.8 I-10 Freeway 1_Noise measurements taken by Urban Crossroads,Inc.on August 20 and 21,2003 111-143 1 i 1 n V g G 6 1 on 1 3 Z I+�aw�rlY�oR ,ar.s i i i trourle,rwlea+. Are Hw4LWMWM Haneru«r i 1 Aar.O F n+E WAN®YlA aNt 1 1 dd RA7El I 1 F j 1 ; j 1 ' fTFD111AI1tgOR 1 1 SEE INSET A o 8wtn i i MOpf WJiV pL 1 � � RMKYIw Ql' V 1 1 fll®YMM[I wl 1 r4m Y 1 9 f OR 1 ro INSET A sly LEGEND: 1�-as�e/ mlmrr�oe�►� mom Exhibit Palm Desert General Plan AOL L J TERRA NOVA® Noise Measurement Locations � III-16 Planning&Research,Inc. TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures Primary Sources of Noise 0* The primary sources of noise in the General Plan study area include vehicular traffic on highways and major arterials, railroad activities associated with the Union Pacific Railroad, aircraft noise from overhead flights and take-off and landings at the Bermuda Dunes Airport and the Palm Springs International Airport. Noise is also related to mechanical and industrial activities in the General Plan study area. The following discussion describes the primary sources of noise in the General Plan study area. Motor Vehicle Noise The principal noise generator within the community of Palm Desert is vehicular traffic, which includes automobiles, trucks, buses, and motorcycles. The level of noise produced by vehicular traffic generally varies in relation to the volume of traffic, the percentage of trucks, and average traffic speed. Adjacent to the 48 roadway segments modeled for noise contour evaluation indicates that the noise environment in the General Plan study area currently ranges from 57.4 to 87.3 CNEL at a distance of 100 feet from the street centerline. The Interstate-10/Railroad Corridor Both the Interstate-10 and the Union Pacific railroad bisect the General Plan study area. The City limits, including the Bermuda Dunes community, are bordered on the north by the Interstate-10 freeway and the Union Pacific Railroad. Unincorporated County lands of the General Plan Planning Area and Sun City are bordered on the south by the same transportation corridors. Noise generated by the Interstate- IO/Umon Pacific Railroad currently affects these areas and will continue to do so. High volume traffic on Interstate-10 traveling at excessive speed rates, combined with greater number of trucks, produce the most significant amount of noise. The passage of trains, although an intrusive noise event, occurs periodically and with limited duration. Aircraft Noise iW Aircraft noise associated with flight operations at the Bermuda Dunes Airport affects the General Plan study area. The airport is located between 42" Avenue and Interstate-10 in Bermuda Dunes. It facilitates about 25,500 aircraft (take-offs and landings) per year, however, it has a maximum capacity of 26,852 a* operations per year. Airport operations are busiest during the winter season and slow down during the summer months. The airport manages approximately 120 planes daily during the winter season and slows down to about 20 planes during the summer months. While general aviation occurs at the to Bermuda Dunes Airport, it does not accommodate regular commercial aviation services. Commercial and general aviation operations originating from the Palm Springs International Airport affect the City's noise environment. Limited overflights in the Palm Desert area generate occasional aircraft noise in the community. The airport's annual 65 CNEL noise contour remains well outside and west of the City of Palm Desert and its General Plan study area, while the peak season 65 CNEL noise contour for 2005 and 2025 are projected to remain entirely within Palm Springs. Mechanical and Industrial Noise ' ". Sensitive noise receptors in the General Plan study area are also subject to mechanical and industrial noise. Activities related to industrial operations such as construction, rock crushing and automotive repair can produce substantial noise problems. Loading and materials transfer areas, outdoor materials warehousing operations and other acoustically unscreened operations will also raise issues of impact and 1II-145 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures to compatibility. Existing industrial developments in the General Plan study area include the City's "industrial" area east and west of Cook Street, and by the Whitewater River on the south and Hovley di Lane on the north. Future industrial developments are anticipated to occur in areas primarily north and south of the Interstate-10 freeway and areas immediately east of Rio del Sol (Bob Hope extended). The operation of mechanical equipment is another source of potentially significant noise. This category includes refrigerator units, chillers, and heating/air conditioner equipment associated with commercial centers. Roof-mounted equipment generates noise that can penetrate into adjacent neighborhoods and affect sensitive receptors. The constant drone produced by fans and compressors can degrade the enjoyment of the outdoors and negatively affect the quality of life for nearby residents. Substantial progress has been made in noise analysis and mitigation through effective monitoring equipment and computer modeling, careful equipment design and ever-improving baffling and noise cancellation technologies. Noise Standards and Regulations The Federal Highway Program Manual Vol. 7, Ch. 7, Section 3, 1982 provides a land use compatibility chart for community noise. According to this chart, "normally acceptable" noise limits are 50 to 60 db for residential land uses (single and multi family dwellings, group quarters, and mobile homes), and 50 to 65 db for commercial land uses. Noise levels up to 70 db are considered "conditionally acceptable" for residential, transient lodging, schools, libraries and commercial uses. However, noise exposure up to only 65 db is considered"conditionally acceptable" for recreational uses. The California Department of Health Services has developed guidelines for establishing compatible land uses and limiting human exposure to noise.4 This particular state guideline recommends that "normally acceptable" noise limit is 60 db for residential land uses (including single-family dwellings, duplexes, and mobile homes) and 65 db for multifamily residential dwellings and transient lodging. Noise levels up to 70 db are "normally acceptable" for commercial land uses. Noise levels up to 70 db are considered "conditionally acceptable" for residential, lodging, schools, libraries, churches and hospitals. Maximum noise level standards and recommendations have also been established by other agencies, including the U.S. Department of Housing and Urban Development and U.S. Environmental Protection Agency (EPA). The California Administrative Code implements noise insulation standards for new multifamily structures within the 60 CNEL contour adjacent to roads, railroads, airports, industrial areas, and rapid transit lines. Acoustic analysis is mandatory to demonstrate that these multifamily units are designed to limit interior noise levels, with doors and windows closed, to 45 CNEL in any habitable room. 2. Project Impacts In addition to the physical monitoring of existing noise conditions in the General Plan study area, a OW computerized noise model was prepared to assess the impacts of land use patterns, traffic and development on the noise environment. Table III-42 provides existing and projected General Plan buildout conditions at specific locations and along major roadway segments. California Department of Health Services,"Guidelines for the Preparation and Content of the Noise Element in the General Plan," 1990. III-146 TN/City of Palm Desert Draft General Plan EIR _ Section III-Existing Conditions,Impacts and Mitigation Measures Table III-42 Existing and Projected General Plan Buildout Noise Contours Adjacent to City Roadways 2003 CONDITION BUILDOUT DISTANCE TO CONTOUR(FEET) CNEL CNEL AT 100 70 65 60A 55 AT 100 70 65 60 55 FEET dBA dBA dBA dBA FEET dBA dBA dBA dBA ROADWAY SEGMENT (dBA) CNEL CNEL CNEL CNEL (dBA) CNEL CNEL CNEL CNEL tr Monterey Av. From Varner Rd. to I-10 Fwy. 69.9 98 211 454 977 74.7 205 442 953 2,053 Monterey Av. North of Gerald Ford Dr. 73.3 166 358 772 1,662 74.2 190 409 881 1,897 From Gera]Ford Dr.to Frank Monterey Av. Sinatra Dr. 71.5 126 272 586 1,262 73.1 161 346 746 1,607 From Frank Sinatra Dr.to Monterey Av. Country Club Dr. 72.8 153 330 711 1,531 73.1 162 348 751 1,617 Monterey Av. North of Magnesia Falls Dr. 72.1 138 298 643 1,384 73.8 180 388 836 1,800 Monterey Av. From Fred Waring to SR-111 71.0 117 253 544 1,173 72.6 150 323 697 1,501 From Gera]Ford Dr. to Frank Portola Av. Sinatra Dr. 64.7 44 95 205 443 72.9 155 334 720 1,551 From Frank Sinatra Dr.to Portola Av. Country Club Dr. 67.4 67 144 309 666 73.5 171 369 794 1,710 Portola Av. North of Magnesia Falls Dr. 70.6 110 238 513 1,105 72.1 137 296 637 1,373 Portola Av. From Fred Waring to SR-111 70.4 106 229 493 1,061 71.4 124 267 574 1,237 Chase School From Ramon Rd. to Varner Rd. Rd. 57.9 16 34 73 157 72.8 154 331 714 1,538 Cook St. South of Gerald Ford Dr. 70.1 102 220 475 1,023 75.6 235 506 1,090 2,348 From Frank Sinatra Dr. to Cook St. Country Club Dr. 71.4 123 266 572 1,233 74.6 202 435 938 2,021 Cook St. North of Fred Waring Dr. 72.0 136 292 629 1,356 73.6 175 377 811 1,748 El Dorado Dr. South of Country Club Dr. 63.4 36 78 167 361 68.3 77 166 357 770 Washington St. North of Avenue 38 57.5 15 32 68 147 69.3 90 193 416 897 Washington St.North of Varner Rd. 67.3 66 143 307 662 75.5 233 501 1,080 2,328 Washington St. Country Club to 42nd Av. 74.3 192 414 892 1,921 74.6 203 438 944 2,033 Washington St. North of Fred Waring Dr. 72.8 154 333 717 1,545 74.5 199 428 922 1,986 Ramon Rd. East of Monterey Av. 66.1 55 119 256 551 69.9 99 212 458 986 Varner Rd. West of Chase School Rd. 63.4 37 79 170 366 72.5 146 315 679 1,463 From Chase School Rd.to Varner Rd. Avenue 38 62.9 33 72 155 335 73.2 162 350 754 1,623 Gerald Ford From Monterey Av.To Portola Dr. Av. 69.8 97 210 452 973 74.3 194 418 900 1,939 Gerald Ford Dr. From Portola Rd.to Cook St. 65.6 51 110 237 511 73.3 166 357 769 1,656 Frank Sinatra From Monterey Av.To Portola Dr. Av. 68.5 79 170 366 788 72.3 143 307 662 1,426 wr Frank Sinatra Dr. From Potrola Av.To Cook St. 68.0 74 160 344 741 72.1 138 297 639 1,377 From Varner Rd.to r Avenue 38 Washington St. 57.4 15 31 67 1.45 71.4 123 265 571 1,231 III-147 TN/City of Palm Desert Draft General Plan EIR Section III-Existing Conditions,Impacts and Mitigation Measures Table III-42, Continued Existing and Projected General Plan Buildout Noise Contours Adjacent to City Roadways Country Club From Monterey Av.To Portola Dr. Av. 70.6 110 238 512 1,103 71.9 134 288 621 1,338 Country Club Dr. From Portola Rd.to Cook St. 71.2 120 258 557 1,199 72.5 146 314 676 1,457 Country Club From Cook St.to El Dorado Dr. Dr. 71.2 121 261 562 1,210 73.2 163 352 758 1,633 Country Club Dr. West of Washington St. 72.9 157 338 728 1,568 73.9 182 393 847 1,825 Hovley Ln. East From Portola Av.To Cook St. 69.0 85 183 395 851 69.0 85 183 395 851 Hovley Ln. East East of Cook St. 68.9 84 181 390 840 72.0 136 293 631 1,360 Hovley Ln. East West of Washington St. 69.1 88 189 407 877 70.2 104 224 482 1,039 Fred Waring Dr. West of Montery Av. 69.9 98 211 456 982 71.8 131 282 608 1,310 Fred Waring Dr. West of Portola Av. 73.8 178 383 826 1,779 73.8 180 388 836 1,800 Fred Waring Dr. East of Cook St. 71.3 122 262 565 1,218 75.3 226 487 1,048 2,259 Fred Waring Dr. West of Washington St. 71.5 126 272 586 1,262 74.9 212 457 985 2,122 SR-1 I I North of Fred Waring Dr. 73.6 173 372 802 1,729 75.7 242 520 1,121 2,415 SR-111 West of Monterey Av. 72.5 146 314 676 1,457 73.8 180 389 837 1,803 SR-111 West of Portola Av. 73.1 161 346 746 1,607 75.1 218 470 1,014 2,184 SR-111 East of Cook St. 72.9 157 339 729 1,571 76.1 255 550 1,184 2,551 I-10 Fwy. North of Bob Hope Dr. 87.2 1,400 3,017 6,501 14,005 91.2 2,607 5,617 12,101 26,070 From Bob Hope Dr.to I-10 Fwy. Monterey Ave. 87.3 1,423 3,066 6,605 14,229 91.4 2,680 5,774 12,439 26,799 From Monterey Ave. to I-10 Fwy. Portola Ave. 87.1 1,378 2,969 6,396 13,779 91.6 2,760 5,946 12,810 27,598 I-10 Fwy. From Portola Ave. to Cook St. 87.1 1,378 2,969 6,396 13,779 91.7 2,805 6,044 13,021 28,053 From Cook St.to Washington I-IOFwy. St. 86.8 1,321 2,845 6,13013,206 91.6 2,759 5,94412,80627,590 I-10 Fwy. South of Washington St. 86.1 1,178 2,537 5,466 11,776 91.1 2,566 5,527 11,909 25,656 III-148 TN/City of Palm Desert 1tir Draft General Plan EIR Section III—Existing Conditions, Impacts and Mitigation Measures Traffic Noise ` Vehicular traffic on the Interstate 10 freeway and on major roadways such as Monterey Avenue, Washington Street, Fred Waring Drive and State Highway III will continue to generate the most significant noise levels in the General Plan study area. Based on the noise analysis described in the Table above, the Preferred Alternative is expected to result in unmitigated noise levels ranging from 68.3 dBA to 91.7 dBA CNEL at 100 feet from the centerline of roadways evaluated in the City and the planning area. Proposed projects occurring on lands adjacent to sensitive noise receptors will be required to mitigate noise impacts to acceptable levels. The General Plan also includes policies and programs directed at protecting the community's environment from noise through measures such as the continued implementation of the City Noise Control Ordinance. Other Noise Impacts Buildout of the General Plan is anticipated to result in noise impacts associated with noise generated by railroad and airport operations, commercial and industrial and construction activities. Continued review of project proposals will help the City to monitor and mitigate impacts as they occur. The estimates provided above are considered to be conservative given that project-specific designs can significantly reduce noise impacts to levels below those projected. Roadway engineering, spacing of intersections, parkway widths, walls and berms are some methods which can mitigate noise impacts associated with future project development. Railroad Corridor +sir Based on the number of rail operations and other data by SCAG, Amtrak utilizes the Union Pacific Railroad twice on a daily basis, while freight operations occur 40 times a day on the same railroad. It has been determined that at a distance of 100 feet from the Union Pacific Railroad tracks, an unmitigated noise level of 75.0 dBA CNEL will be generated by railroad operations. Aircraft Operations Potential noise impacts from the Bermuda Dunes Airport could affect the noise environment of the General Plan study area. The Bermuda Dunes Airport is located within the City's eastern sphere-of- influence. As indicated previously, this airport facility is busiest during the winter season and �11 _ experiences a significant drop in flights during the summer. The noise contours for the Bermuda Dunes Airport can be described as extending in a northwest-southeasterly direction and consist of an area within approximately one-half mile of the airport. The 65 dBA CNEL noise contour for the airport is depicted in Exhibit III-17. As shown in the Exhibit, the primary noise impact areas are immediately adjacent to the railway and Interstate 10 right of way, and do not impact sensitive receptors. No significant future increases in noise impacts are anticipated, given that surrounding development severely constrains airport expansion. Commercial and general aviation operations originating from the Palm Springs International Airport affect the City's noise environment. Limited overflights in the Palm Desert area generate occasional aircraft noise in the community. The airport's annual 65 CNEL noise contour remains well outside and west of the City of Palm Desert and its General Plan study area. The peak season 65 CNEL noise contour for 2005 and 2025 are expected to remain entirely within Palm Springs. Noise contours for the Palm Springs International Airport are depicted in the noise technical report included in Appendix E of this document. III-149 sue;, AT M. NOW l .-- �i i.dam aa��i �'�1 iis•— '�— nip lull ,r` - ��.�•- - '�t�oiutrin"tiR"'Yiu'i�'may_ +��,' _� � ��■ ._�"19 a'IClttl �� +mmunFFappa••w►,�'.7 "....��'. _ ? - �1:�H�� lo�� ih' _� r lri,4 _ ,.�I1i� •:.'. c:=-E.t_ dE, `•sue - ^`-- r a "=.:"-ut•.i�, ''�_t :J^.t �_ �� - y: � .5 '� "c`--� �: s �•^motel:.. ��� _ ,aZ {. tau• z: a. ' r� "+ " 1 ` t ► III-. r I � � � • � © i I. I .. :� I I I t TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions, Impacts and Mitigation Measures rr Commercial and Industrial Noise Commercial and industrial activities generate noise resulting from loading and docking operations, truck operations, and mechanical equipment installed both outside and inside buildings. Sensitive noise receptors adjacent to commercial and industrial land uses are anticipated to experience the significant impacts of noise associated with commercial and industrial activities. The review of commercial and industrial projects, particularly those in close proximity to sensitive receptors, for land use and noise compatibility issues is critical as the General Plan study area continues to expand. The use of new technologies, combined with the design requirements imposed by the City, including screening and enclosures for stationary equipment, will help to mitigate potential impacts associated with General Plan buildout. Construction Noise Construction noise constitutes a short-term impact on adjacent land uses. However, significant noise impacts could result from construction activities such as heavy construction equipment, that can generate noise levels ranging from 68 dBA to 100 dBA when measured at 50 feet from the noise source. 3. Mitigation Measures i Continued growth and development in the General Plan study area will result in significant impacts associated with noise. Strategic land use and transportation planning, project design mitigation, and acoustical barriers contribute highly to the management of the City's noise environment. Noise Ordinance In 1985, the City of Palm Desert adopted Title 9, Chapter 9.24 of its Municipal Code, which established community-wide noise standards to emphasize the value of an acceptable noise environment. The City Noise Control Ordinance provides regulations for noise measurement and monitoring and cites special provisions of, and exemptions to, the ordinance. It is intended to regulate excessive noise from existing uses and associated activities, and to serve as a reference guide for identifying other pertinent noise regulations. The Palm Desert Noise Control Ordinance provides definitions of key terms and establishes exterior noise level standards on a time-of-day basis along with adjustments for intensity and duration. According to the City Noise Ordinance, the exterior noise one-hour standard for residential land uses is 55 dB between 7 a.m. to 10 p.m. and 45 dB between 10 p.m. to 7 a.m. Violations of the Noise Control Ordinance are considered as a nuisance and subject to the procedures, remedies and penalties set forth in the City's Violations/Infractions Ordinance. Noise Barriers Because of the linear qualities of noise, barriers, such as walls, can be effective in reducing its impacts. It is important to note, however, that noise barriers must be of sufficient height and length to obstruct the noise source entirely (generally in Palm Desert this noise source will be the City's roadways). Reductions of 10 to 15 dB can be achieved with effective, solid walls which block the line of site from a home to the adjacent roadway. The noise standards in the General Plan are intended to guide the location of future noise generators and sensitive land uses. The following mitigation measures shall be implemented to reduce impacts associated with noise to less than significant level: III-I51 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures Categorical Mitigation Measures The following discussion describes the specific mitigation measures, which are stated on a categorical basis to address identified impacts. Construction Noise A. The City shall restrict grading and construction activities that may affect residential neighborhoods and other sensitive land uses to specified days of the week and times of the day. r> B. All construction equipment operating in the General Plan study area shall be fitted with well maintained functional mufflers to limit noise emissions. C. To the greatest extent feasible, earth moving and hauling routes shall be located away from nearby existing residences. D. Any portion of development in the General Plan study area involving blasting or pile driving operations shall have a focused acoustical study conducted, to establish the level and duration of off-site noise and vibration impacts and appropriate mitigation measures. On-Site Stationary Noise Sources E. The design, selection and placement of the mechanical equipment for various buildings within the General Plan study area shall include consideration of the potential noise impact on nearby residences, both within the any development and in the surrounding community. F. Silencers and/or barriers shall be provided where necessary at outdoor equipment, such as cooling towers, air cooled condensers and refrigeration compressors/condenser units, and at the air intake and discharge openings for building ventilation systems. G. Appropriate sound barriers shall be provided surrounding any and all public facilities capable of generating disturbing levels of noise, such as water pumping stations. Off-Site Traffic Noise H. Potential noise impacts shall be considered in the final site plans for all proposed projects within the General Plan study area. Factors to be considered shall include the strategic arrangement of housing to provide necessary shielding of outdoor living areas, the incorporation of additional sk setbacks from roadways, and/or the construction of additional noise barriers. I. Project designs shall be required to include measures which assure that interior noise levels for +6 residential development do not exceed 45 CNEL, as required by Title 25, California Noise Insulation Standards. J. Land uses that are compatible with higher noise levels shall be located adjacent to the City's major arterial roads and highways, including the Interstate-10 corridor, to maximize noise related land use compatibility. rn III-152 1 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures K. The City shall require the preparation of a noise impact analysis for all commercial and industrial projects which are to be located adjacent to residential land uses or other sensitive land use designations. The required noise impact analysis shall evaluate potential impacts of the project and provide for adequate mitigation measures to assure that City standards for residential and/or other sensitive land uses are maintained. L. The City shall encourage a City-wide circulation pattern which places primary traffic loads on major arterials and preserves local neighborhood noise environments by limiting roadways to local traffic to the greatest extent practical. Mitigation Monitoring/Reporting Program A. Establish and periodically update an inventory of existing significant noise sources and incompatible areas, and develop procedures to reduce the noise effects on these areas, where economically and aesthetically feasible. Responsible Parties: Community Development Department B. Periodically review land use patterns and the community noise environment, and amend the land use map as appropriate to assure reasonable and use/noise compatibility. Responsible Parties: Community Development Department, Planning Commission, City Council C. In areas subject to potentially significant noise impacts, the City shall require new development to monitor and document compliance with all applicable noise level limits. Responsible Parties: Community Development Department Pre-Construction D. During project-specific site planning and building design, ensure acoustical analysis takes into consideration the following: • selection and placement of mechanical equipment for all buildings, • shielding and buffering of mechanical equipment for all buildings, • strategic location of attached residences to provide shielding of outdoor living spaces, iW • theme wall is constructed to noise barrier specifications, • designate acceptable truck/construction equipment route(s), as appropriate, • construction drawings shall include exact acoustical specifications for window glass in buildings with unshielded first and second floor windows which experience noise exposures above CNEL 65 and, • verify that design plans of specific projects within the General Plan study area comply with State Code requirements of unit-to-unit airborne sound isolation Responsible Parties: Developer, General Contractor and City Community Development Department iW r III-153 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures g During Construction E. Ensure functional mufflers on all construction equipment. 19 Responsible Parties: Developer, General Contractor, Building Department F. Ensure that designated truck/construction equipment routes are being utilized. Responsible Parties: General and Grading Contractor, Building Department i G. Ensure construction equipment operates during the hours set in the Noise Ordinance, except in emergencies. Responsible Parties: General Contractor, Building Department J. Visual Resources Ali 1. Existing Conditions Regional Setting The City of Palm Desert and the Coachella Valley benefit from significant viewsheds created by the area's geology. On the north, the Valley is bordered by the San Bernardino and Little San Bernardino w Mountains, as well as the Indio Hills. Much of this land, which borders the General Plan study area, has been protected as open space in perpetuity by the creation of the Joshua Tree National Monument. The Indio Hills are south of the Little San Bernardino Mountains. Edom Hill rises to an elevation of 1,614 feet. The Indio Hills are upgradient from the planning area, and can be seen from many parts of the General Plan study area. Edom Hill, located easterly of the planning area, rises to an elevation of just aid over 1,600 feet above sea level. The San Jacinto Mountains comprise the western boundary of the Coachella Valley, along with the significant peak of San Gorgonio. The San Jacinto Mountains rise sharply from the Valley floor, and represent the steepest gradient in North America. The San Jacinto range, although clearly visible from most parts of the City, is not immediately adjacent to the General Plan study area. The General Plan study area is bordered on the south by the Santa Rosa Mountains. The highest peaks in this range include Toro Peak, at 8,717 feet above sea level, and Santa Rosa Peak at 8,000 feet above sea level. Through the City,Highway 111 follows roughly the toe of slope of this range, which provides a stunning backdrop to the City's built environment. The San Jacinto and Santa Rosa Mountains were designated a National Monument by Congress in 2000, ensuring their preservation as a valuable scenic resource for the long term. Local Setting The majority of the City and planning area are located on the Valley floor, at elevations close to sea level. Only the southern part of the City, located east and west of Highway 74, occurs at more significant elevations, in the Santa Rosa mountains. Development in south Palm Desert, from El Paseo to Bighorn Country Club, occurs on the alluvial fan which falls from the Santa Rosa foothills to the I11-154 i1 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures Valley floor. The balance of the City and planning area, further south, is designated for open space land uses, and will not experience development. The development which has occurred in the City and in adjacent communities abuts the Santa Rosa mountains, and has created a striking contrast visible from most of the Valley, and therefore its most significant visual resource. i In the northern portion of the study area, development to date has been limited beyond Interstate 10. This area is characteristic of the wind-blown sand dunes created by climatic conditions in the area, and has limited visual value. 2. Project Impacts Buildout of the Preferred Alternative is expected to result in the continuation of development as currently occurs in the City. The generally suburban and resort-oriented nature of residential and commercial development will not change significantly with buildout of the General Plan. The General Plan also does not propose to significantly change the generally low-rise, and thus low density, types of. structures which have been built in the past. All development, however, will continue to change the appearance of the Valley floor, and has the potential to significantly impact the City's scenic viewsheds. This is particularly true in areas of the study area which have been traditionally under or undeveloped, in the area north of Interstate 10 to the San Bernardino Mountains. Careful consideration of the character of this area is important to its future AW integration into the built environment of the City. The proposed General Plan includes a number of policies and programs, located in the Community Design Element, which ensure that the construction of all types of structures in the future will be sensitive to scenic viewsheds, surrounding development, and the City's character. The PIan either regulates development, or requires that the zoning ordinance and municipal code be amended to include standards for development. to The northern portion of the study area is also particularly susceptible to the impacts associated with light and glare. Since this area is currently under-developed, night time lighting is limited, and generally consists primarily of car headlights and outdoor security lighting. As this area develops, the night time lighting levels are likely to increase, and change its visual character. The General Plan includes provisions for limited lighting, and policies and programs provided in the Community Design Element specifically require that outdoor lighting be sensitive to dark sky principles. The proposed General Plan Land Use Map designates the Santa Rosa Mountains as Open Space. This designation significantly restricts the potential for development. These measures will limit development to the valley floor and preserve the high visual quality of the Santa Rosa Mountains. 3. Mitigation Measures The following mitigation measures further assure that buildout of the General Plan will have limited impacts n the City's visual resources. irr III-15 5 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures A. Overhead utility lines shall be undergrounded to the greatest extent possible through the establishment of an undergrounding program and guidelines. B. The City shall coordinate with utility providers, including but not limited to Southern California Edison, the Imperial Irrigation District, The Gas Company, and Verizon to assure that utility infrastructure, including water wells, substations, and switching/control facilities are effectively screened to preserve scenic viewsheds and limit visual clutter. C. Outdoor lighting shall be limited to the minimum height, number of fixtures, and intensity needed to provide sufficient security and identification in each development, making every reasonable effort to protect the community's night skies. D. Signage shall be limited to the locations, sizes, and maintenance requirements necessary to provide functional identification. E. Commercial and mixed use development projects shall incorporate safe, convenient vehicular and pedestrian circulation, screened outdoor storage/loading and other unsightly areas, protected and enhanced outdoor seating areas, appropriate lighting levels, limited signage, and landscaping designs that preserve and enhance visual resources. F. Commercial and mixed use development shall be designed with particular attention to limiting the lighting impacts on adjacent residential neighborhoods. rr G. All grading and development proposed within scenic viewsheds, including hillsides, shall be regulated to minimize adverse impacts to these viewsheds. Mitigation Monitoring/Reporting Program A. The City shall maintain and amend the Municipal Code as necessary to assure the design parameters to which public and private development projects must conform are clearly defined. Responsible Parties: Community Development Department, Planning Commission, City A6 Council. K. Public Services and Facilitiesh Schools 1. Existing Conditions Public education services and facilities are provided to the General Plan study area by two school districts: Desert Sands Unified School District (DSUSD) and Palm Springs Unified School District (PSUSD). DSUSD serves most of the developed portion of the study area, including lands south of Frank Sinatra Drive, and lands located north of Interstate-10 and east of Washington Street. The PSUSD district includes the remainder of the study area, including northwestern Palm Desert and the Thousand Palms and Sky Valley communities. III-156 1 �r TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures Desert Sands Unified School District (DSUSD) operates four elementary schools, one middle school, and one high school within the study area. Each school's student enrollment figures for the 2002-2003 school year, as well as the current maximum capacity are shown in Table III-43 Table III-43 Total School Enrollment for Desert Sands Unified School District Facilities School Year 2002-2003 Grade Current Max. School Name Level Enrollment Capacity Abraham Lincoln Elementary K-5 764 938 George Washington Charter K-5 703 704 Elementary Gerald Ford Elementary K-5 660 779 James Earl Carter Elementary K-5 652 621 Palm Desert Middle School 6-8 1,214 1,245 Palm Desert High School 9-12 1,760 2,115 TOTAL: 5,753 6,402 The Palm Springs Unified School District (PSUSD) serves northwestern Palm Desert and the Thousand Palms and Sky Valley communities. It currently (2003) operates one elementary school in Thousand Palms, and none within the Palm Desert city limits. to Table III-44 Total School Enrollment for Palm Springs Unified School District Facilities w in the General Plan Study Area,School Year 2002-2003 Grade Current Max. School Name Level Enrollment Capacity Della S. Lindley Elementary K-5 717 790 TOTAL: 717 790 As illustrated in the above tables, the majority of the school facilities in both districts are currently operating at near maximum enrollment capacities, with two of the DSUSD school facilities actually experiencing overcrowding. In addition to permanent classroom facilities, both districts use portable classroom buildings on some campuses to provide additional space. w School Development Fees In 1986, the State of California passed AB 2926, which authorized school districts to levy a per square foot fee for residential, commercial and industrial developments. Developers must pay these fees +W directly to school districts before building permits are issued. The fees are used to assist in the rir III-157 TN/City of Palm Desert Draft General Plan FIR Section III—Existing Conditions,Impacts and Mitigation Measures 0 construction or reconstruction of school facilities. Currently, the fee for residential development is $2.14 per square foot, and $0.34 per square foot of commercial or industrial development. Several private schools also serve the City of Palm Desert and the surrounding area and include the Desert Adventist Academy, Sacred Heart Catholic School, St. Margaret's Episcopal School, Montessori School of the Valley and Montessori School of the Desert. 2. Project Impacts At General Plan buildout, a total of approximately 33,627 additional dwelling units will be constructed, for a total number of units of 79,294. Approximately 10,583 new dwelling units will be single-family homes, and about 23,045 new dwelling units will represent multi-family housing. Table III-45 shows the estimated future school enrollment generated by both existing and new units at buildout. 4 ad Table III-45 Potential School Enrollment at General Plan Buildout Grade Potential Student Buildout Level Buildout Units Generation Rate Enrollment K-5 Single-Family 39,166 0.2824 11,060 Multi-Family 40,128 0.0821 3,295 6-8 , _.-Single-Family 39,166 0.1390 5,444 Multi-Family 40,128 0.0365 1,465 9-12 Single-Family 39,166 0.1438 5,632 Multi-Family 40,128 0.0363 1,457 TOTAL: 28,353 Based on Table 5, Student Generation Rates, "Residential Development School Fee Justification Study for Palm Springs Unified School District," prepared by David Taussig &Associates,Inc.,April 11,2002 Student generation factors for the Palm Springs Unified School District are higher than that of the Desert Sands Unified School District and were used to calculate buildout student enrollment. The PSUSD factors yield a conservative estimates of student enrollment associated with the buildout of the proposed General Plan. The data above also represents development occurring at a moderate rate, and includes both existing and potential new dwelling units as methods to calculate buildout enrollment. The General Plan regulates future levels of development, therefore actual student enrollment could be greater or less than the estimated figures provided above. Nonetheless, buildout of the proposed General Plan could result in a significant increase in student enrollment in local school facilities, which will require both school districts in the General Plan study area to plan accordingly. School construction is facilitated by the Desert Sands Unified School District (DSUSD) and Palm Springs Unified School District (PSUSD) is funded by fees collected from developers. Both school districts have plans for additional school facilities. III-158 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures 3. Mitigation Measures WI„ A. Developers will continue to be assessed the statutory school mitigation fees for residential and commercial development. is B. In the event that developers in the planning area attempt to utilize Mello-Roos or other types of public facilities financing districts, both school districts shall be included in discussions to determine whether funding streams may be used for school facilities. The Districts have the following alternatives available to mitigate significant impacts to area schools: Leroy F. Greene State School Building Lease-Purchase Law - This act is an agreement between school districts and the state to provide for the construction, reconstruction, or replacement of school facilities by the State Allocation Board. First priority for future state funding will go to districts with 1) a substantial �" enrollment in year- round schools, 2) the ability to raise 50 percent of project costs, and 3) the opening of a new facility as a year-round school. to Lease-Purchase Arrangements - Many districts may enter into lease-purchase arrangements with private builders of portable classrooms (Section 39240 and to 39290 of the State Education Code). This method can also be used to finance capital outlay. An additional advantage of lease-purchase agreements is that they offer the benefits of long-term debt financing without obtaining voter approval of special taxes or benefit assessments. Mello-Roos Community Facilities Act - Provisions for this funding option are located in Government Code Section 55311 et. seq. A school district must initiate proceedings to declare itself a community facilities district to benefit from this Act. A community facilities district is defined as a governmental entity - iwi established to carry out specific activities within specifically defined boundaries. Such a district may engage in the purchase, construction or rehabilitation of any real or tangible property with an estimated useful life of five years or longer. Mitigation Monitoring/Reporting Program A. The City of Palm Desert will consult and cooperate with the Desert Sands and Palm Springs Unified School Districts to continue to monitor public schools in the General Plan study area, and to determine the extent of overcrowding, security issues, low performance on standardized tests, and other adverse impacts on area schools. Responsible Parties: Community Development Department, City Council, Desert Sands Unified School District, Palm Springs Unified School District jy„ III-159 a TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures Libraries 1. Existing Conditions Palm Desert Public Library The Palm Desert Public Library is a branch of the Riverside County Library System and is located at 73- 300 Fred Waring Drive. The library encompasses approximately 20,000 square feet of a 40,000 square foot facility, which it shares with the College of the Desert Library. Although their books and resources are physically separated, the two libraries have a reciprocity agreement and also share an online research database and checkout desk. The Palm Desert Public Library contains approximately 75,000 volumes and is staffed by five full-time employees, 15 part-time employees, and approximately 35 volunteers. The library operates a youth story-time program and adult computer classes, and supports the County- wide Literacy Program, which is managed from the Indio Public Library. The Palm Desert Public Library is a multi-agency facility, which is part of the Riverside County Library System. Each year, approximately 2.7% of the City's 1% property tax revenue is paid to Riverside County for basic library operations and services. The City also allocates General Fund revenues to pay for additional library services, which are above and beyond those provided under the County contract. Specifically, these funds cover expenses for three additional hours of operation on Thursdays, a volunteer program and coordinator, special events programs, and a special events coordinator. College of the Desert Library The College of the Desert (COD) opened its on-campus library concurrent with the aforementioned community library in January, 1996. As described above, the library shares a building and reciprocity agreement with the Palm Desert Public Library. All library services are available to COD students and the general public. The COD Library contains more than 50,000 volumes. Other features include a computer lab, local history room, children's story room, community meeting room and seminar rooms. The City is responsible for funding a portion of ongoing maintenance and structural improvements to the library. Thousand Palms Public Library The Thousand Palms Branch of the Riverside County Library is located at 72-715 La Canada Way. The library is staffed by one full-time branch manager, two part-time employees, and eight volunteers. Special community programs include children's story-time, crafts and reading clubs. The County and so residents of Thousand Palms are raising funds and applying for grants with hope of constructing a permanent library facility in about 2005 or 2006. The new facility would be located on a donated parcel of land on Robert Road. 2. Project Impacts The County of Riverside seeks to maintain an unadopted standard of 2 volumes and 0.5 square feet of library space per capita.5 Buildout of the General Plan is anticipated to generate approximately 148,387 5 Gary Christmas, Riverside County Librarian,personal communication March,2000. III-I60 *W TN/City of Palm Desert Draft General Plan EIR _ Section III—Existing Conditions,Impacts and Mitigation Measures residents'. Based on this projected population and the County's unadopted level of service standards, the General Plan study area will require about 74,194 square feet of library space and about 296,774 volumes at buildout. It should be noted that, General Plan buildout population is dependent upon actual levels of development in the General Plan study area. 3. Mitigation Measures A. The City and County shall continue to monitor and evaluate the existing usage rate and level of - services provided at the libraries in the General Plan study area to determine the need for additional services and facilities. B. The City shall consult and coordinate with Riverside County to determine appropriate mitigation fees necessary to provide adequate library services. Mitigation Monitoring/Reporting Program A. The City and County shall continue to monitor library needs and utilization to provide essential library services to the residents of the General Plan study area. Responsible Parties: City Manage, County Librarian Police Protection 1. Existing Conditions The City of Palm Desert contracts with the Riverside County Sheriff's Department for police protection services. The City Police Department operates out of the Palm Desert Station located at 73-520 Fred Waring Drive. The Palm Desert Station also functions as the Sheriff's base of operations for the cities of Rancho Mirage and Indian Wells, and unincorporated County lands west of Washington Street, including the Thousand Palms and Sky Valley communities. Lands east of Washington Street, including the Bermuda Dunes community, are served by staff based at the Indio Station of the Riverside County Sheriff's Department. Police protection services are provided to the City on a 24-hour daily basis. The Palm Desert police force comprises a total of 70 sworn officers and provides about 1.75 sworn officers for every 1,000 residents, which is comparable to the regional average and provides an effective level of police protection. The average response time for the highest priority emergency calls (code 1) is 4.6 minutes. 2. Project Impacts Adoption and implementation of the proposed General Plan could potentially generate a buildout population of approximately 148,387 residents.'The proposed General Plan intends to provide a police- staffing ratio of at least 1.5 sworn officers per 1,000 residents. In order to meet this preferred ratio at 6 Based on exiting and potential new dwelling units associated with proposed General Plan buildout,and 2.43 persons per vw household,added to the existing City population of 43,917 and Planning area population of 22,756. ' Ibid. r III-161 �e TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures 44 General Plan buildout, the City Police Department will need a total of 223 officers, which represents an increase of approximately 153 officers more than currently provided. so In general, buildout of the proposed General Plan will significantly increase the demand for police protection services, which includes additional related staffing and equipment, such as patrol vehicles. 0 The cost to the City could be significant to provide additional police services associated with the implementation of the proposed General Plan. However, the demand for additional police services will increase gradually, as development occurs. An increase in City revenues to fund police services can also Ali be anticipated with buildout of the proposed General Plan, generated by property and sales taxes. Actual demand for police protection will be based on future development activities in the General Plan study area. 3. Mitigation Measures rr A. The City shall require all development proposals to be transmitted to the Police Department for review and input, to be incorporated into project design or conditions of approval, as appropriate. B. The City shall consult and coordinate long-term planning with the Police Department regarding the optimal location of future police stations, and to assure that adequate staffing levels are provided to meet the demands of the City. C. The City shall require new and substantially remodeled development to incorporate crime prevention design techniques, such as the use of "defensible space," high security hardware, 66 optimal site planning and building orientation, and other design approaches to enhance security. ;i D. The City shall continue to promote and support community-based crime prevention programs as an important augmentation to the provision of professional police protection services. Community-based policing programs include Neighborhood Watch, the School Resource Officer Program, and the Gang Task Force. Mitigation Monitoring/Reporting Program A. The City shall periodically review the level, quality, innovation and cost-effectiveness of police protection services, including contract services, and shall remain flexible when considering the Ad most effective means of providing these services to the community. Responsible Parties: City Manager B. The City Police Department shall monitor calls in the General Plan study area. The City shall review response times and Police Department activity to assure adequate levels of protection Responsible Parties: Palm Desert Police Department, City Manager III-162 fir TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures Fire Protection 1. Existing Conditions Fire protection services are provided to the City of Palm Desert by the Riverside County Fire Department, which in turn contracts with the California Department of Forestry. The service contract for fire protection is entered into jointly by the member jurisdictions of the Cove Communities Service Commission, which includes the cities of Palm Desert, Rancho Mirage and Indian Wells. Staffing of the Cove Communities Fire Department is currently at 84 personnel, distributed across the stations located within the three cities, equating to approximately 1.44 full-time fire personnel per 1,000 population. The Riverside County Fire Department is rated "Class 3" by the Insurance Service Office (ISO), a private insurance company that rates fire departments nationwide. ISO uses a rating system based on a scale of 00 1 to 10, with Class 1 being the highest score possible. The Riverside County Fire Department operates under a Regional Fire Protection Program, which to allows its fire stations to actively support one another regardless of geographic or jurisdictional boundaries. The Riverside County Fire Department maintains three fire stations within the incorporated boundaries of the City of Palm Desert, two in its sphere-of-influence, and two in the expanded General ' Plan planning area. Following are descriptions of the staff and equipment available at each station. Palm Desert Station No. 33 Station No. 33 is located on Town Center Way, just south of Fred Waring Drive in Palm Desert. The station serves as the division headquarters for fire stations in the central/southern Coachella Valley and includes the Division Chief s administrative office. It is staffed by a total of 24 crewmembers, including the Battalion Chief. Station No. 33's equipment includes one engine, one ambulance, and one company truck. The station has one reserve truck, which serves as a back-up vehicle when other equipment is unavailable. A breathing support unit, manned by a volunteer company, is also housed at Station No. 33. It is not part of the Cove Communities contract, and therefore is not funded by the Cove communities. Rather, it is owned, operated and funded by the County of Riverside and may be used by any of the County's fire stations, as necessary. sir Palm Desert Station No. 71 Station No. 71 is located at the southwest corner of Portola Avenue and Country Club Drive. It is staffed by a total of 8 crewmembers and is equipped with one telesquirt engine with a 50-foot hydraulic ladder, one ambulance and one reserve engine, which functions as a back-up unit and is staffed by volunteers. This station serves as the administrative hub for the Palm Desert Volunteer Fire Company, which currently includes 12 volunteers, but may include a maximum of 25. Station No. 71 also includes one brush unit specifically designed for use in wildland fires and is typically staffed by volunteers. This unit is not part of the Cove Communities contract but is owned, operated, and funded by Riverside County and may be used throughout the Coachella Valley, or elsewhere, as needed. Aw w II1-163 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measuresi Palm Desert Station No. 67 Station No. 67 is located at 73-200 Mesa View Drive in Palm Desert. It is staffed by a total of 8 it personnel and equipped with one engine and one ambulance. Sun City Palm Desert Station No. 81 Station No. 81 is a new fire station that opened in 2000. It is located at Washington Street and Avenue 38, north of Interstate-10, within the Palm Desert sphere-of-influence. The station is not part of the Cove Communities contract, but it generally serves north Palm Desert, Sun City and north Washington Street areas. Equipment includes one engine, which is staffed by 2 people per day. Bermuda Dunes Station No. 31 Station No. 31 is located in the Palm Desert sphere-of-influence, at Avenue 42 and Starlight Lane in Bermuda Dunes. It is staffed by 15 volunteers, and includes one engine and one squad vehicle. This station generally serves Bermuda Dunes and north La Quinta. Thousand Palms Station No. 35 Station No. 35 is located at 72-695 La Canada Way in Thousand Palms. The station is equipped with one fire engine and one squad, which are staffed by 2 full-time personnel and 6 volunteers. The station serves Thousand Palms, as well as northern Rancho Mirage and Palm Desert. Sky Valley Station No. 56 Station No. 56 is located at 72-985 Dillon Road, approximately seven miles north of the City of Palm 4 Desert. The station has one Type-1 fire engine and is staffed by 2 firefighters per day. There are no volunteers based out of the station at this time. The station primarily serves the Sky Valley area, but also responds to calls in North Palm Springs,Desert Hot Springs,Indio Hills and Thousand Palms. Rancho Mirage Station 50 Rancho Mirage Station No. 50, located on Highway I II at Thunderbird Cove, is equipped with one 1,250 gallon per minute (gpm) pumper truck staffed by paid personnel, and one 85 foot hook and ladder truck operated by volunteers. The station also houses one paramedic unit staffed by paid personnel, and one squad staffed by volunteers. This station is located approximately two miles from the Palm Desert �+ city limits. Rancho Mirage Station No. 69 rr Rancho Mirage Station No. 69 is located on Gerald Ford Drive west of Bob Hope Drive, approximately 1.25 miles west of the city limits. This station is equipped with one pumper engine and a staff of three on duty at all times, and one paramedic unit staffed with two paramedics at all times. Indian Wells Station No. 55 Indian Wells Station No. 55 is located on Eldorado Drive,just north of State Highway 111, and less than one mile from the Palm Desert city limits. This station is equipped with one 50' telesquirt engine staffed with three personnel at all times. A paramedic unit is also stationed here and is staffed by two =' paramedics at all times. III-164 AW TN/City of Palm Desert to Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures rs Proposed Fire Stations The City has begun setting aside funds for a new fire station to be constructed in the vicinity of Cook WN Street and Interstate-10. The station will provide additional fire protection coverage to development in this vicinity, including the Coachella Valley Campus of California State University, San Bernardino (CSUSB). It is anticipated that the station would be constructed within the next five years, however the +iw actual construction schedule will depend upon future levels of development. Fire Marshall Services One of the most important services provided by the Fire Department to the City is that of the Fire Marshal, who is responsible for providing project review services for adequate access, building siting and internal circulation for fire and other emergency vehicles, the need for sprinklers and minimum fire flows from hydrants, and other design issues associated with fire protection. The Fire Marshal also coordinates department fire inspectors, who inspect each commercial building in the City at least once each year. The Fire Marshal and inspection staff are provided office space at Station 50 in Rancho Mirage and serve the three contract cities. 2. Project Impacts Continued development and population growth in the General Plan study area is anticipated to increase demand for fire protection services. Additional fire protection services will include increase in staffing, �r firefighters, fire stations, fire trucks, and rescue vehicles. Increased demand for fire protection services associated with development in rural areas of the General Plan study area will also involve expansion of water mains and the provision of new fire hydrants. Additional fire protection services could result in significant costs to the City. As with police department costs, increases in property and sales tax revenues will provide funding sources for increased service. As the General Plan study area builds out, it will be necessary to evaluate these impacts to fire protection services. 3. Mitigation Measures A. The City shall continue to promote close coordination with the Fire Department for the timely expansion of services and facilities. B. The Fire Department shall continue to maintain mutual aid agreements with the cities of Rancho Mirage and Indian Wells for additional fire protection support. C. The Fire Department shall continue to review new development proposals and assess the Department's capacity to provide sufficient fire protection services. This shall include, but is not limited to, review of internal circulation patterns, street names and numbering systems. D. The City and the Fire Department shall continue to enforce fire codes and other applicable standards and regulations during review of building plans and conducting building inspections. III-165 TN/City of Palm Desert Draft General Plan EIR a Section III—Existing Conditions,Impacts and Mitigation Measures E. The siting of industrial facilities which involve storage of hazardous, flammable or explosive 11 materials shall be conducted in a manner that will ensure the highest level of safety in strict 40 conformance with the Uniform Fire Code and other applicable regulations. F. Coordinate with the Coachella Valley Water District and Myoma Dunes Mutual Water Company to assure adequate water supplies and pressure for existing and proposed development. Mitigation Monitoring/Reporting Program A. The Riverside County Fire Department shall inspect all detailed project plans for conformance with all applicable fire protection requirements. ' Responsible Parties: Riverside County Fire Department Health Care Facilities and Services 1. Existing Conditions In addition to a number of local physicians' offices and urgent care facilities, several large health care facilities are located in the vicinity of the General Plan study area. A discussion of major health care facilities is provided below. The Eisenhower Medical Center on Bob Hope Drive in Rancho Mirage is the closest medical facility to the subject property. The medical center complex encompasses 98± acres consisting of several facilities, which include the Eisenhower Medical Center, the Annenberg Center for World Health Sciences, the Betty Ford Center for Chemical Dependency, the Dolores Hope Outpatient Care Center and the Barbara Sinatra Children's Center. The medical center currently has 261 beds, an intensive care unit and emergency room. The complex also includes the Community Blood Bank and other office and research buildings. The Andrew Allen Surgical Pavilion is a state-of-the-art medical surgical facility with ten operating rooms. Desert Regional Medical Center is located at 1150 N. Indian Avenue in Palm Springs. It is a private, Ni non-profit hospital that is licensed for 388 beds and has a 24-hour emergency room and Level II Trauma Care facility. The hospital has a Home Health Care department that provides in-home nursing care and household maintenance services. It also includes the Hospice of the Desert Communities, which offers services for the terminally ill. The Comprehensive Cancer Center of the Desert is a department of the Desert Regional Medical Center, which provides services to cancer-diagnosed individuals. John F. Kennedy Memorial Hospital islocated at 47-I11 Monroe Street in Indio. In addition to the many medical and health services offered at JFK, a 24-hour emergency room and a wide variety of inpatient and outpatient services are also available. The hospital, with its recent building addition, is currently licensed for 162 beds and includes 16 beds in the ICU unit and 24 beds in the medical/surgical unit. III-166 40 TN/City of Palm Desert *W Draft General Plan EIR _ Section III—Existing Conditions Impacts and Mitigation Measures 2. Project Impacts Builout of the proposed General Plan is not expected to have any significant adverse impacts on the medical facilities in the area. As independent facilities, Valley hospitals will continue to plan for growth in order to accommodate population increases associated with the implementation of the proposed General Plan. It is expected that all three of the Valley hospitals will expand as needs are identified and NO that regional health care facilities will be able to adequately service the future population. 3. Mitigation Measures Regional and local medical health care facilities will continue to plan for growth, and therefore no mitigation measures are necessary. Solid Waste Management 1. Existing Conditions Solid waste collection and disposal services are provided by Waste Management of the Desert through an exclusive franchise agreement with the City of Palm Desert. Waste Management also serves the Thousand Palms, Bermuda Dunes and Sky Valley communities, which are within the General Plan study area. Commercial pick-up is offered up to six days per week, and residential pick-up is typically once per week. Waste Management offers additional services to large waste generators, including restaurants, retailers, hotels and resorts. Trash collected in the City and planning area is disposed at the Edom Hill Landfill, approximately four miles northwest of the Palm Desert city limits. The landfill is owned and operated by Riverside County, and accepts waste from most Coachella Valley communities. The current operating permit allows for a maximum of 2,651 tons of waste per day. During 2000, the landfill received an average of 1,295 tons per day. In March 2000, the remaining capacity of the landfill was approximately 4.5 million cubic yards. The landfill is nearing its maximum capacity and is expected to close in 2004. The City of Palm Desert and other Coachella Valley communities are actively planning for and selecting viable alternative landfill sites. Alternatives considered include Eagle Mountain Landfill, Mesquite Landfill, Badlands Landfill, Lamb Canyon and the El Sobrante Landfills. In 1997, the Riverside County Board of Supervisors approved the Eagle Mountain Landfill and Recycling Center. The landfill will encompass 2,164 acres and a total capacity of 708 million tons with a life expectancy of 100 years. Litigation has delayed construction of the Eagle Mountain Landfill and Recycling Center, therefore, the City must continue to pursue other options for the immediate future. The Mesquite Landfill in Imperial County is also being purchased by the Los Angeles County Sanitation District and is expected to have a capacity similar to that of the Eagle Mountain Landfill. Its construction is also being delayed by litigation, and the future of both these landfills remains unclear. �r it III-167 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures i The most viable near-term alternative for the City of Palm Desert is the Badlands Landfill, located northeast of the City of Moreno Valley off Highway 60. It is owned and operated by Riverside County at and is prepared to accept solid waste from the Coachella Valley immediately. The landfill is permitted to receive up to 4,000 tons of waste per day. The Lamb Canyon Landfill, located between the cities of Beaumont and San Jacinto, is owned and operated by Riverside County. During 2,000, the landfill was capable of receiving 1,900 tons per day, with a total capacity of 5.9 million tons. The El Sobrante Landfill, located south of the City of Corona, and east of Interstate-15 and Temescal Valley Road. This landfill is privately owned and operated. In 2000, the landfill was permitted to receive maximum of 10,000 tons per day, with an overall capacity of about 190 million tons. Recycling Efforts In 1989, the State of California passed the Integrated Waste Management Act (AB 939) legislation, which requires every city and county in California to implement programs that are designed to recycle, reduce at the source, and compost 25% of their solid waste by 1995'and 50% by the year 2000. Waste Management of the Desert operates a curb-side recycling program in the City of Palm Desert and has substantially diverted recyclables from the waste stream. During 2000, a total of 13,963 tons of recyclable materials were collected within the City of Palm Desert. Green waste collected from the General Plan study area is recycled by BioMass in Thermal. Other recyclable materials, such as glass, plastic, and newspaper are hauled to a third party recycler in Los Angeles. Several privately-operated recycling centers are also located throughout the Coachella Valley and are available to the public. Development of a solid waste recycling and transfer station is also being proposed east of Monterey Avenue, immediately north of Dinah Shore Drive and adjacent to the Union Pacific Railroad lines. Plans include a 42,700 square foot building that will provide efficient consolidation and transfer of solid waste, a materials recovery facility (MRF), an on-site ABOP (anti-freeze, batteries, oil and paint) drop- off center, as well as a facility to take common hazardous household wastes. 2. Project Impacts Continued growth in the General Plan study area will generate additional solid waste and the need for landfill facilities. On-going and increased recycling within the City will help lessen impacts to local landfill and assist with the City's compliance with AB 939. At buildout of the General Plan study area, there will be approximately 79,294 dwelling units, including existing and potential residences. Of this figure, approximately 39,166 represent single-family dwelling units, while 40,128 represent multi-family dwelling units. The proposed General Plan is also anticipated to generate about 20,497,506 square feet of commercial development and about 27,396,278 square feet of industrial development. Solid waste generation rates established by the California Integrated Waste A Management Board were used to provide estimates of the potential solid waste generated at General Plan buildout. The land uses in the General Plan study area could potentially generate 193,389 tons of + III-168 + TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures solid waste per year.' This estimate represents buildout at moderate densities. Actual solid waste generation will depend upon future levels of development at buildout. Proposed land uses within the General Plan study area are not anticipated to produce unusually high quantities of solid waste or unusual hazardous conditions. However, the proposed General Plan will result in a significant increase in the volume of solid waste generated over time. In order to ensure the safe and cost effective disposal of the City's solid waste, monitoring of waste management is necessary. The General Plan study area will develop gradually and will permit time to evaluate these impacts as they occur. iwe 3. Mitigation Measures A. All new development shall establish recycling programs as part of the planning process. The program shall include recycling provisions for residences as well as commercial establishments. B. Recycling receptacles should be provided to multi-family development. C. Recycling provisions for commercial and business establishments should include separate recycling bins. Items to be recycled at commercial establishments may include white paper, computer legal paper, cardboard, glass and aluminum cans. D. As landscaping debris comprises a significant percentage of residential solid waste, developers shall contract for professional landscaping services from companies which compost green waste. On-site composting and grass recycling (whereby lawn clippings are left on the lawn) is also encouraged, wherever possible. E. Recycling of construction waste through on-site grinders and the use of wood waste recycling facilities are encouraged, wherever possible. F. Recycling provisions for single-family and multi-family residential dwelling units shall continue to be included in the City's solid waste disposal contracts. G. The City shall ensure that all hazardous materials, whether from construction or operation of land uses within the planning area, are handled, stored, and/or disposed of according to all existing laws and standards at the time such activity takes place. 00 I. The City shall work closely with Waste Management of the Desert to evaluate alternative landfill sites. AW a California Integrated Waste Management Board compilation of waste generation rates. Rates used are from the Ventura rr County Solid Waste Management Department,"Guidelines for Preparation of Environmental Assessments for Solid Waste Impacts,"September 1992;and"DEIR for North Hills Development in Santa Clarita,"December 1991. wr III-169 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures Mitigation Monitoring/Reporting Program A. The City Community Development Department shall maintain close contact with project developers to assure the provision and maintenance of recycling containers that correspond with current City programs and those planned in the future. Responsible Parties: City Community Development Department, Waste Management of the Desert Wastewater Collection and Treatment 1. ExistingConditions os Wastewater collection and treatment services are provided by the Coachella Valley Water District to the City of Palm Desert, and majority of the General Plan study area. Wastewater is transmitted through sewer trunk lines generally ranging in size from 4 to 24 inches, relying primarily on gravity flow. Effluent from the City is conveyed to CVWD's Cook Street treatment plant (Water Reclamation Plant No. 10), which has a current capacity of 18 million gallons per day. Effluent from Bermuda Dunes, Del Webb's Sun City and other development north of Miles Avenue is conveyed to the treatment plant located at Madison Street and Avenue 38 (Water Reclamation Plant No. 7). This plant treats approximately 2.4 million gallons of wastewater per day, and has a capacity of 5 million gallons per day. CVWD continually increases the capacity of its plants by constructing new treatment ponds, aeration plants and other structures. While much of the General Plan study area is connected to CVWD's sewer system, several areas still rely on septic systems for wastewater disposal. These areas include Sky Valley and scattered residential development in the Thousand Palms area. Wastewater contains contaminants, such as nitrogen, bacteria and organic chemicals that have the potential to degrade the quality of groundwater and render it unsuitable for human consumption. The long-term use of septic tanks has been associated with contamination of groundwater supplies in limited areas of the Coachella Valley. In 1994,. the City adopted Chapter 8.60 of the Municipal Code, an ordinance which requires all properties, buildings and structures to abandon existing septic tanks, seepage pits and/or cesspools and to connect to the available public sewer system prior to the sale or transfer of ownership. The sewer connection ordinance also establishes a certificate of compliance process to document abandoning of the on-lot system and connection to the community sewer system. Tertiary Treated Water In an effort to alleviate the impacts of development on groundwater supplies, CVWD has implemented the use of tertiary (third stage) treated wastewater for use in golf course, landscape and other irrigation. Wastewater is typically treated to secondary levels and reintroduced into the groundwater table through percolation ponds, with passage through sands and soils providing a final stage of filtration. Tertiary treated water undergoes an additional stage of treatment, making it immediately suitable for irrigation purposes and decreasing, to some extent, the demand for groundwater resources. III-170 TN/City of Palm Desert Ow Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures The Cook Street wastewater treatment plant has a tertiary water capacity of 15 million gallons per day (mgd). The Cook Street plant generates from 1.2 to 7.8 mgd of tertiary treated water, with the average being approximately 4.4 mgd. The treatment plant at Madison Street and Avenue 38 generates from 0.8 to 2.5 mgd of tertiary treated water, and has a maximum current capacity of 2.5. This plant is planned for expansion to treat 5 mgd within the next few years. 2. Project Impacts Buildout of the proposed General Plan will result in an increased demand on existing wastewater ii collection and treatment facilities. Domestic wastewater flows average about 100 gallons per capita per day.9 Based on this factor and the estimated buildout population of 148,387 residents, the General Plan study area has the potential to generate approximately 14,838,700 gallons of wastewater per day. Actual iw wastewater generation rates will be dependent upon future levels of development. The increase in demand for wastewater collection and treatment services at General Plan buildout may 0 represent a potential significant increase over the current level of service provided. However, buildout of the General Plan study area is anticipated to occur gradually, therefore it is safe to assume that the increase in demand to wastewater collection and treatment services will not be experienced at one time. 60 Nonetheless, it is necessary that the City and the Coachella Valley Water District continue to monitor growth trends in the General Plan study area to assure that wastewater services are adequate, as well as to determine the need and funding for additional facilities. 3. Mitigation Measures io A. All development shall be connected to the city-wide sewer system, to the greatest extent possible. Septic systems shall be prohibited where soil conditions do not permit percolation. 10 B. The City shall investigate and evaluate alternative methods of financing a city-wide sewer system and converting existing septic systems to sewer, including redevelopment funds, io assessments and other funding mechanisms. C. The City shall cooperate and coordinate with the Coachella Valley Water District to assure that adequate wastewater collection and treatment facilities ate provided to serve development in the General Plan study area. D. The City shall coordinate with Coachella Valley Water District to monitor the demand for tertiary treated water within the General Plan study area, and shall investigate the feasibility of providing tertiary treated water as demand warrants. 9 "Environmental Impact Analysis Handbook,"prepared by John G.Rau and David C. Wooten, 1980. ram; III-17I TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures Mitigation Monitoring/Reporting Program 1 A. The City Community Development Department and Public Works shall confer and coordinate with the Coachella Valley Water District to develop plans for implementing city-wide sewer service. Responsible Parties: City Community Development Department, City Public Works Department, Coachella Valley Water District Domestic Water Services 1. Existing Conditions Coachella Valley Water District The Coachella Valley Water District (CVWD) provides domestic water services to the majority of the City of Palm Desert, including Thousand Palms, and Del Webb's Sun City. CVWD utilizes deep wells to extract groundwater from the Whitewater River Subbasin. CVWD's domestic water system, which serves the City, includes 50 wells with an average depth of 900 feet. CVWD also has a total of 27 reservoirs serving the General Plan study area, with an average capacity of 1.8 million gallons. Some of these reservoirs may also serve pressure zones which extend beyond the study area. The largest (i.e., main or trunk) water lines are generally located along section lines, with smaller lines branching into individual sections. The Coachella Valle Water District also y provides domestic water services to the Sky Valley community, in the northern portion of the General Plan planning area. Due to high concentrations of undesirable minerals, CVWD does not extract water for domestic use from the Desert Hot Springs Subbasin, which underlies the community of Sky Valley. Rather, water delivery infrastructure in this area includes main lines that transmit water from CVWD wells located in the Mission Creek Subbasin west of Palm Drive. Myoma Dunes Mutual Water Company The Myoma Dunes Mutual Water Company provides domestic water services to the Bermuda Dunes aW community, except for development along Washington Street, which is served by CVWD. Its five active wells, drilled to depths of 750 to 800 feet, can each produce 1,700 to 3,200 gallons of potable water per minute. Three of the production wells discharge water directly into the water distribution system, which conveys water through distribution water mains ranging in size from 4 to 12 inches in diameter. The two other wells deliver water directly into a water reservoir near the intersection of 41" Avenue and Hermitage Drive. The reservoir has a capacity of one million gallons. Myoma Dunes operates a sixth well, which is used solely by the Bermuda Dunes Airport and is not connected to the water delivery system. > 2. Project Impacts Continued.increases in water demand generated by development in the Coachella Valley, including the General Plan study area, could have significant cumulative impacts on the region's groundwater supply. The Coachella Valley Water District has developed water usage factors for a variety of land uses, based III-172 TN/City of Palm Desert rtir Draft General Plan EIR Section III—Existing Conditions Impacts and Mitigation Measures on usage per acre. Table III-46 illustrates these factors, and the associated acreages within the General Plan study area. Table III-46 General Plan Buildout Water Consumption Annual Consumption Total Annual Factor (ac- Consumption Development Type ft/ae/yr) Acres (ac-ft/ r) Golf Course Developments and Large Residential Lots (_0.5 ac) 7.36 24,504 180,349 Apartments and Condominiums 6.36 3,795 24,136 Residential (Lots <0.5 ac) 6.09 14,698 89,511 Hotels and Motels 8.76 329 2,882 Business Offices 5.85 919 5,376 Gasoline Stations 5.12 - Supermarket Shopping Centers 4.81 186 895 Public Schools 4.34 521 2,261 Retail Shopping Areas 3.05 1,454 4,435 Industrial Parks & Auto Dealers 2.47 1,100 2,717 �" Total 47,506 312,562 According to CVWD's usage factors, the buildout of the General PIan will result in usage of 312,562 acre feet of water annually. This analysis assumes maximum buildout of all land uses, and is therefore expected to be conservative. It should be noted that increases in water consumption will occur gradually, 40 over the life of the General Plan study area. Actual impacts to domestic water services are dependent upon the levels and types of development that will occur in the General Plan study area. 460 Section III-E provides a comprehensive discussion regarding impacts to water resources and quality in the General Plan study area. 3. Mitigation Measures A. All future development projects shall be reviewed by the City, Coachella Valley Water District or Myoma Dunes Mutual Water Company to evaluate potential impacts of development activities on local groundwater resources. B. The City shall require the development of on-site stormwater retention/detention basins to enhance infiltration of runoff and the replenishment of groundwater subbasins. it C. The City, Coachella Valley Water District, and Myoma Dunes Mutual Water Company shall encourage the use of drought tolerant landscaping in public and private development as a means of water conservation. All development plans shall be required to adhere to the City's landscape ordinance. III-173 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures iiy „_1 Af D. The City shall encourage and/or require the installation of low-flush toilets, low-flow 16 showerheads and faucets in all new construction, in conformance with Section 17921.3 of the Health and Safety Code, Title 20, California Administrative Code Section 1601(b), and Ilv applicable sections of Title 24 of the State Code. r Mitigation Monitoring/Reporting Program A. The Community Development Department shall review all development proposals to assess the potential for adverse effects on water quality and quantity. All development proposals shall be required to mitigate any significant impacts. Responsible Parties: City Community Development Department, Coachella Valley Water District, Myoma Dunes Mutual Water Company, Developers NO Electricity 1. Existing Conditions Southern California Edison Southern California Edison (SCE) provides electricity to the majority of the Palm Desert General Plan study area. Its service area includes most of the City of Palm Desert, excluding a portion of the California State University/San Bernardino (CSSB) Coachella Valley Campus site, Avondale Country i Club and other limited areas south of US Interstate-10 (see Imperial Irrigation District discussion below), and lands west of Ford Avenue in Sky Valley. SCE's electric power is primarily generated outside the Coachella Valley, however, it does purchase wind-generated power from local producers. SCE's facilities include high-voltage transmission lines, which range up to 115 kilovolts (kv) in the City I of Palm Desert and up to 500 kv in the northern portion of the General Plan planning area. Lower- voltage distribution lines, which are typically gauged at about 12 kv in the study area, provide electricity to individual residences and other users. Three substations are located within the City of Palm Desert and are used to step down voltage for local distribution. The substations include: 1) Silver Spur Substation, located south of Haystack Road and west of Portola Avenue; 2) Palm Village Substation, located south of Highway I I I and east of Deep Canyon Road; and 3) Concho Substation, located south of Country Club Drive and east of Cook Street, near the Indian Ridge Country Club. In addition, some circuits from the Santa Rosa Substation, located west of Monterey Avenue and north of Clancy Lane in Rancho Mirage, feed into the City of Palm Desert. Imperial Irrigation District Imperial Irrigation District (IID) is a non-profit, community-owned utility district that serves customers in Imperial County and parts of Riverside and San Diego counties. IID provides electric service to a limited portion of the Palm Desert General Plan study area, including the Avondale Country Club, most At of the CSSB Coachella Valley Campus, Sun City, Thousand Palms, Bermuda Dunes and the eastern portion of Sky Valley. IID obtains its power from a combination of hydroelectric, thermal, diesel, and III-174 3 al TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures geothermal generation sources. IID also purchases power from outside sources, including the Western Area Power Administration and the El Paso Electric Company. imp IID facilities in the General Plan study area include 230 kilovolt (kv), 161 kv, and 92 kv transmission lines, as well as 34.5 kv and 12 kv distribution lines. Higher voltage transmission lines are typically overhead, while lower voltage distribution lines may be overhead or placed underground. IID operates several substations within the General Plan study area, including: 1) North View Substation, near the intersection of Avenue 38 and Adams Street, in the vicinity of Sun City Palm Desert, 2) Edom Substation,just north of Interstate-10 near Monterey Avenue in Thousand Palms, and 3) Sky Valley Substation, on Avenue 22 near Hot Springs Road in Sky Valley. Estimates by the South Coast Air Quality Management District (SCAQMD) indicate that residential customers use an average of about 6,000 kilowatt-hours per year. Estimates for average electricity usage for commercial and industrial users are difficult to determine, given that commercial and industrial usage is largely based upon facility size and type of use. Table III-47 shows electrical consumption rates established by the South Coast Air Quality Management District. Table III-47 Estimated Electricity Usage Rates Land Use Annual Usage Rate Residential 5,626.50 kilowatt-hour/unit/year Retail Commercial 13.55 kilowatt-hour/sq.ft./year Restaurant 47.45 kilowatt-hour/sq.ft./year Hotel/Motel 9.95 kilowatt-hour/sq.ft./year Office 12.95 ki low att-hour/sq.ft./year Food Store 53.30 kilowatt-hour/sq.ft./year Source: SCAQMD Air Quality Handbook Appendix to Chapter 9 April 1993 2. Project Impacts Buildout of the General Plan is anticipated to generate electrical consumption of about 1,055,148,609 imp kilowatt-hours per year. This estimate accounts for existing and future development in the General Plan study area, and assumes buildout of the proposed General Plan at moderate densities. Future levels of development, individual project design, the efficacy of energy-conservation measures integrated into building design, are some of the factors that will determine actual energy consumption in the Plan study area. While the General Plan is not anticipated to have significant impacts associated with the availability of electricity or the ability of the utility companies to provide it, buildout of the proposed General Plan will contribute to the need for additional generating capacity in the future. �r low III-175 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures 3. Mitigation Measures r A. Developers shall coordinate and cooperate with Southern California Edison and Imperial Irrigation District in implementing load management programs which level the demand load on generating capacities. Every effort shall be made to assure the highest level of energy conservation available. B. Any proposed development in the General Plan study area shall be subject to the requirements of the Uniform Building Code and Title 24 of the California Administrative Code. C. Project developers shall be required to utilize energy efficient design to minimize summer time solar gains and reduce air conditioning loads. D. The use of energy efficient lighting fixtures in developments within the General Plan study area shall be required. Mitigation Monitoring/Reporting Program A. The Community Development Department, Public Works Department, and Building Department shall inspect all detailed project plans for conformance with Title 24 energy conservation code requirements. Southern California Edison, Imperial Irrigation District and the City Community Development Department shall provide developers with references for energy efficient design. Responsible Parties: City Community Development Department, Public Works Department, Building Department, Southern California Edison, Imperial Irrigation District 4 rr B. Prior to the undergrounding of utility lines, all affected utility companies shall be contacted for detailed information about system restrictions, district boundaries, and scheduling. Responsible Parties: Southern California Edison, Imperial Irrigation District, Verizon California, The Gas Company, Coachella Valley Water District, Myoma Dunes Mutual Water Company r Natural Gas 1. Existing Conditions Sri The Southern California Gas (SCG) Company provides natural gas services and facilities to the City of Palm Desert and its General Plan study area. Locally used natural gas originates in Texas and is transported to the Coachella Valley via three east-west trending high pressure gas transmission lines, which cross the valley just north of Interstate-10 and continue west to Los Angeles. The lines include one 30-inch line and two 24-inch lines, with pressures of 2,000 pounds per square inch (psi). Within the General Plan study area, high pressure gas lines are located beneath Washington Street, Highway 111, Sierra del Sol (serving Thousand Palms), and Dillon Road (serving Sky Valley). These are typically steel lines with pressures of 300 psi. The Washington Street and Sierra del Sol lines tap directly into the major transmission lines north of I-10. Medium pressure distribution lines are located III-176 arll TN/City of Palm Desert Draft General Plan EIR _ Section III—Existing Conditions, Impacts and Mitigation Measures within the rights-of-way of Country Club Drive, Fred Waring Drive, Monterey Avenue, Cook Street, and Highway 74. These lines range from 38 to 42 psi, and are typically constructed of 4-inch plastic, although older lines may be made of steel. Although most of the City of Palm Desert is connected to the natural gas system, lands west of the Palm Valley Stormwater Channel, parallel to Highway 74, are not served. Residents in this area use propane gas as an alternative fuel source. The Gas Company estimates the average household in its service area consumes 6,600 cubic feet of natural gas per month. Table III-48 illustrates natural gas consumption factors established by the South Coast Air Quality Management District (SCAQMD). Table III-48 Natural Gas Consumption Factors 4" Land Use Monthly Consumption Rate Single Family Residential 6,665.0 cf/unit/month Multiple Family Residential 4,011.5 cf/sq.ft./month Retail/Shopping Center 2.9 cf/ sq.ft/month Office 2.0 cf/sq.ft/month Hotel/Motel 4.8 cf/sq.ft/month Industrial 4.8 cf/sq.ft/month Note: Industrial usage factor used is equivalent to the highest commercial usage factor provided by SCAQN D. Source: SCAQMD Air Quality Handbook, Appendix to Chapter 9,April 1993 2. Project Impacts fir+ An increase in demand for natural gas services is anticipated as the General Plan study area builds out. Natural gas consumption is estimated at 614,046,131 cubic feet per month at General Plan buildout. This figure represents both existing and future developments in the General Plan study area, and assumes buildout at moderate densities. Actual natural gas consumption will be determined by future levels of oo development, individual project designs, and the effectiveness of energy-conserving measures. ' Development facilitated by the proposed General Plan will increase the rate of consumption of this non- renewable source and will contribute to cumulative impacts on the long-term availability of natural gas. However, General Plan buildout, in and of itself, is not expected to significantly impact natural gas supplies or the provider's ability to deliver it. 3. Mitigation Measures A. The City shall strictly enforce Title 24 of the California Administrative Code, which addresses energy conservation in new developments. B. Developers shall install the most efficient furnaces, water heaters, pool heaters and other equipment that use natural gas. Developers shall also encourage the use of kitchen appliances err 111-177 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures that utilize natural gas and shall investigate the possibility of using alternative energy, sources, including solar and co-generation technologies. Mitigation Monitoring/Reporting Program A. The Community Development and Public Works Department shall inspect all detailed project plans to assure conformance with Title 24 energy conservation code requirements. The Community Development Department shall coordinate with The Gas Company to provide + developers with references for energy efficient design. Responsible Parties: City Community Development Department, Public Works Department, The Gas Company Telephone Service 1. Existing Conditions Verizon California provides local residential and business telephone services to the General Plan study area. The Verizon California headquarter is in Thousand Oaks, however local customer service facilities are located in the cities of Palm Springs and Indio. Verizon services include a variety of basic and 46 special features, including local and long distance services, calling cards, business 800 numbers, and voicemail, as well as state-of-the-art data services such as internet and high-speed DSL connections. The General Plan study area includes three central switching offices, which function as the backbone of the communications system and are responsible for the connection of telephone and data transmissions. Central offices are located in Palm Desert, on the north side of Highway 111, between San Jose and San Juan Avenues; in Bermuda Dunes, on the east side of Washington Street at Avenue of the States; and in Thousand Palms, on the west side of Arbol Real, between La Canada Way and Ramon Road. Calls to the Sky Valley area are handled out of a central switching office in Desert Hot Springs. „ 2. Project Impacts Growth facilitated by the proposed General Plan will generate additional demands on existing infrastructure and will require the expansion of telephone services to areas not currently served. However, no significant impacts are anticipated with the implementation of the proposed General Plan that will affect the ability of Verizon, California to provide telecommunication services in the General Plan study area. 3. Mitigation Measures A. Developers shall provide required right-of-way for new Verizon conduit systems to provide telephone services to their sites. III-178 TN/City of Palm Desert +tier Draft General Plan EIR Section III—Existing Conditions, Impacts and Mitigation Measures Mitigation Monitoring/Reporting Program A. The Building Department shall inspect all detailed project plans to assure that right of way plans via include telephone service. Responsible Parties: Building Department, Verizon Cable 1. Existing Conditions Aw Time Warner Cable provides cable television services to the City of Palm Desert through a franchise agreement. Time Warner Cable has a local service office located at 41-725 Cook Street. Cable services ft are also available on an individual basis to residents in Thousand Palms, Bermuda Dunes, and Sun City. Time Warner currently provides access to multi channels and digital cable services to Palm Desert customers. With digital television capabilities, customers who rent digital converter channel boxes from i6p Time Warner will have access to approximately 400 channels. High Definition channels are also offered. The current franchise agreement provides the City with two public access channels. One is used to broadcast City Council meetings and other activities at City Hall. The other, Channel 10, broadcasts Crime Watch and other local community service messages. 2. Project Impacts Development facilitated by the proposed General Plan will generate additional cable television services, which will necessitate additional and expansion of associated facilities. However, no significant impacts are expected that will affect Time Warner's capabilities to provide cable services in the General Plan study area. 3. Mitigation Measures A. The City will work closely with Time Warner to evaluate the need for additional facilities and services, and to the greatest extent possible, ensure the availability of cable services to future 40 developments. Mitigation Monitoring/Reporting Program A. The Building Department shall inspect all detailed project plans to assure they include cable service. Responsible Parties: Building Department, Time Warner Cable III-179 A TN/City of Palm Desert Draft General Plan EIR „I Section III—Existing Conditions,Impacts and Mitigation Measures L. Socio-Economic Resources 1. Existing Conditions The Southern California region, as defined b the Southern California Association of Governments g Y (SCAG), includes Los Angeles, Ventura, San Bernardino, Riverside and Imperial Counties. Since 1920, the SCAG region has grown rapidly, with a population increase of 171% between 1920 and 1940. The post-war period was characterized by explosive growth, and by 1970 the regional population had grown to more than 10 million. By the late 1990s, the Southern California population had reached about 18 million. Like the rest of Southern California, Riverside County has experienced substantial growth over the past several decades and has been one of the nation's fastest growing counties. From 1970 to 1980, the County's population grew from 456,914 to 663,166, an increase of 45.1 percent. Between 1980 and 1990, the population grew by 76.5 percent to 1,170,413 residents. By the Census of 2000, the County's population had grown to 1,545,387, an increase of 32%. The Coachella Valley, therefore, is located within an area characterized by rapid growth and economic strength. Over the past three decades, the Coachella Valley has expanded to become one of the premier destination resort areas in the country. Palm Desert has also demonstrated significant growth, both in population and employment opportunities. t The following discussion profiles demographic and economic development trends for the City of Palm Desert, including population, income and housing trends which define the demographic characteristics 1 of the area and provide a basis for future growth trends and analysis. Where available, data on the City's Sphere of Influence and Planning Area have also been included. Demographics Population The U. S. Census estimated a population of 23,252 in Palm Desert in 1990. By 2000, the City had grown to 41,284, an increase of 75.5% in a decade. This represents an annual increase of just under 6.25%. The Department of Finance further estimates that the City's population had increased to 43,917 in 2003. Estimates for 2008 show the City's population growing to 50,625, a 22.6% increase over 2000 population10 The Southern California Association of Governments (SCAG), which prepares long term growth forecasts for the entire region, estimates that Palm Desert's population will grow to 43,543 in 2010, 48,821 in 2020, and 52,033 in 2025". Based on current City population growth rates, the SCAG projections for 2010 have already been exceeded, and are under revision. No new data is available at this time, however. Preliminary estimates prepared by City staff show a 2010 population of 52,753, 2020 population of 59,000, and 2030 population of 62,000. 10 "Demographic Snapshot,:prepared by Claritas,Inc.,July 2003. 11 Southern California Association of Governments,RTP Projections for Population,Housing and Employment,2002. III-180 O TN/City of Palm Desert 11'r Draft General Plan EIR Section III-Existing Conditions,Impacts and Mitigation Measures The Sphere of Influence and planning area have also demonstrated steady growth, with 1990 Census populations of 12,560, growing by 62.3% to 20,391 in 200012. The highest rate of growth occurred in the area north of Interstate 10, which grew 81.8% from 1990 to 2000, primarily due to the development and buildout of the Sun City Palm Desert community. The slowest rate of growth occurred in the Cahuilla Hills area, which grew 26.7% from 1990 to 2000. Projections prepared by Claritas, Inc. estimate 2003 population for the Sphere of Influence and planning area at 22,756 persons, an increase of 11.6% over 2000 numbers; and 2008 population at 26,575, an increase of 30.3% over 2000 population levels. As with the 1990 to 2000 period, the area of greatest growth is predicted to be the Sphere of Influence and planning area located north of the I-10 corridor. Age and Ethnicity In 2000, the City's median age was 48.0 years, representative of the high number of retired persons who r have been attracted to the Coachella Valley, and considerably higher than the County's median age for the same period, which stood at 33.1 years. As shown in the table below, the City's population is relatively evenly distributed, with 27.6% of the population in the 20 to 44 age range, 26% in the 45 to 64 age range, and 27.6% above 65 years of age. Table III-49 City Age Distribution, 2000 Age Number % of Total Under 19 7,744 18.8% 20-34 6,030 14.6% 35-44 5,372 13.0% 45-64 10,728 26.0% 65+ 11,410 27.6% Total 411284 100% Source: 2000 U.S.Census In the Sphere and planning area, age ranges vary from the City's, as demonstrated below. Particularly notable is the population at age 65+, which represents 12% more of the total population than in the City. This is primarily caused by the age range in the Sun City community and Palm Desert Greens Country Club areas, where median age is 60.7 and 72.8 years, respectively. f 12 "Demographic Snapshot,: prepared by Claritas,Inc.,July 2003. +�r III-181 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions, Impacts and Mitigation Measures Table III-50 Sphere and Planning Area Age Distribution, 2003 Age Number % of Total Under 18 3,725 16.4% 18-34 2,942 12.9% 35-44 2,242 9.8% 45-64 4,978 21.9% 65+ 8,869 39.0% Total 221756 100% Source: 2000 U.S.Census Table III-51 shows the ethnic distribution for Palm Desert in 2000. Table III-51 City of Palm Desert Ethnic Characteristics, 2000 Number % of Total White 35,961 87.1% 44 Black 493 1.2% Native American 130 0.3% Asian & Pac. Islanders 1,061 2.6% Other 3,639 8.8% Total 41,284 100% Hispanic 7,031 17.0% Note: the ethnic population numbers may seem distorted because the U.S. Census does not consider Hispanic ancestry to be a race. For this reason, some Hispanics choose to list themselves under the classification for other races. Source: 2000 Census of Population and Housing The racial mix in the sphere of influence and planning area is similar to that in the City, as shown in Table III-52, below. III-182 TN/City of Palm Desert r Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures Table III-52 Sphere of Influence and Planning Area Ethnic Characteristics,2003 Number % of Total White 19,608 86.2% Black 218 1.0% Native American 145 0.6% Asian & Pac. Islanders 343 1.5% Other 2,442 10.7% Total 22,756 100 Hispanic 5,152 22 6% Note: the ethnic population numbers may seem distorted because the U.S. Census does not consider Hispanic ancestry to be a race.For this reason, some Hispanics choose to list themselves under the classification for other races. y Source: Claritas,Inc.July 2003 Number of Households,Household Size and Income +r The City's number of households grew in proportion to its population, standing at 10,588 households in 1990, and growing to 19,370 in 200013. In the Sphere of Influence and planning area, there were 9,152 households in 2000, an increase of 67.3% over 1990, when an estimated 5,470 households occurred in + this area. Household size within the City limits is estimated by the California Department of Finance at 2.17 to persons in 2003, while the household size in the areas outside the City limits ranges from 1.7 to 2.43 persons per household, depending on the area. In order to provide a conservative estimate of household size in the future, the largest current household size has been estimated for future households in the City and planning area, in the discussions provided under Project Impacts, below. The 2000 Census identified a median household income in the City of $48,316, a 29.5% increase over the 1990 median household income of $37,315 for the City. The following Table lists the number of households in each income range in 2000. rr 13 Bureau of the Census,U.S.Census of Population and Housing, 1990 and 2000. III-183 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures +IiiJ Table IH-53 City Household Income Distribution, 2000 r Income No. of HH % of Total Less than $10,000 1,413 6.5% 10,000-14,999 1,043 5.4% 15,000-24,999 2,128 11.0% 25,000-34,999 2,306 11.9% 35,000-49,999 3,111 16.1% 50,00-74,999 3,715 19.2% 75,000-99,999 1,938 10.0% 100,0004149,000 1,919 9.7% $150,000-$199,999 815 4.2% $200,000 + 982 5.1% Total 19,370 100%* Source: 2000 U.S. Census *Differences due to rounding. In the SOI and planning area, median households income varies widely, from $37,812 in the southern SOI, to $58,175 in the Bermuda Dunes community14. The 2000 Census also estimated households below the poverty level at a total of 1,617, of which 675 were family households, and 942 were non-family households. In the SOI and planning area, a total of 424 families are estimated to be living below poverty level, Employment of Residents The Census data also provided information on employment distribution in 2000. Of a total workforce of 17,384, the largest sectors for employment for City residents were retail trade and services. to 14 "Demographic Snapshot,"Claritas,Inc.,July 2003. III-184 TN/City of Palm Desert Draft General Plan EIR _._ Section III—Existing Conditions, Impacts and Mitigation Measures (rr Table III-54 City Employment by Industry, 2000 Industry No. of % of Total Residents Agriculture/Forest/Fish/Mining 82 0.5% Construction 1,427 8.2% Manufacturing,Durables 492 2.8% Wholesale Trade 390 2.2% Retail Trade 2,167 12.5% Transportation, warehousing & utilities 530 3.0% Information 372 2.1% Finance, insurance & real estate 1,705 9.8% Professional , scientific, management & administration 1,806 10.4% Educational, health & social 3,051 17.6% services Arts, entertainment, recreation, accommodation & food service 3,760 21.6% Other services (except public administration 992 5.7% Public Administration 610 3.5% Total Employment by Industry 17,384 100% Source: 2000 Census to The Census further found that 8,020 of the residents employed, or 46% worked in the City, while the balance worked in another community. iw A total of 7,350 residents are employed in the SOI and planning area, primaril yin the sales, office and retail sectors. The Census also estimates the employment by occupation for residents of both the City and the SOI and planning area. These estimates are provided in tables III-55 and III-56, below. III-185 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures 1 Table III-55 City Employment by Occupation Industry N o. o f % of Total Employees Management, Professional & related 6,479 37.3% Service 3,663 21.1% Sales and Office 5,103 29.4% Farming,Fishing & Forestry 27 0.2% Construction, Extraction & 1,275 7.3% Maintenance Production, Transportation & Material Moving 837 4.8% Total Employment by Industry 17,384 100% Source: 2000 Census Table III-56 Sphere of Influence and Planning Area a Employment by Occupation Industry N o. of % of Total Employees Management, Professional &related 2,335 31.8% Service 1,514 20.6% Sales and Office 2,046 27.8% -31 Farming,Fishing & Forestry 88 1.2% Construction, Extraction & 962 13.1% 1 Maintenance Production, Transportation & Material Moving 405 5.5% Total Employment by Industry 7,350 100% Source: 2000 Census Jobs in the City The City commissioned a study in 2000 to evaluate the City's employment and economic base15. The City's current major employers are listed in Table III-57. It is important to note that this table represents employees regardless of city of residence. is "Palm Desert Economic Data Review,"prepared by John Husing,Ph.D.,November 18,2000. III-186 stir TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures stir Table III-57 City Major Employers— 1999 Employers No. of Employees Westfield Shopping Town 2,750 Marriott's Desert Springs 1,800 College of the Desert 500 Robinson-May Company 350 Sunrise Company 325 Macy's 75 Foundation of the Retarded 75 J.C. Penney's 33 Waste Management of the Desert 150 U.S. Filter 133 City of Palm Desert 126 Source: City of Palm Desert Redevelopment Agency The City was home to a total of 24,998 jobs in 1999, an increase of 72.9% over 1991, when there were 14,462 jobs in the City. This represents 25% of all the jobs in the Coachella Valley in 1999 (100,067). The two largest sectors of employment in the City in 1999 were retail trade (6,658 jobs) and hotel and amusement (3,914 jobs). As a percentage of the overall jobs in the City, these two sectors have not changed significantly since 1991, representing about 25% and 15% of total jobs, respectively. The Table below provides the employees and percentage of each employment sector. Table III-58 Employee Distribution by Sector rr Sector No. of Emps. % of Total Retail 6,658 26.6 Hotel & Amusement 3,914 15.7 Construction 3,048 12.2 Other Services 2,586 10.3 Business Services 1,473 5.9 �" Finance/Real Estate 1,444 5.8 Other 5,875 23.5 Source: "Palm Desert Economic Data Review,"2000 The total payroll of employers in the City increased from $284 million in 1991, to $589 mullion in 1999. Based on this number, the average employee in the City made $23,562 annually. Retail Sales in the City The City of Palm Desert remains the economic powerhouse of the Valley. Even through the recessionary years of the early 1990's, the City's economy grew. During the ten year period from 1991 to 2001, the last year when full year data is available, taxable sales for all retail outlets grew by approximately 135%, indicating the strength of the City's retail economy. III-187 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures Table III-59 1990-2002 Taxable Sales Trends City of Palm Desert Total Retail Total All Year Stores Outlets ($000) ($000) 1990 $420,021 $ 528,866 1991 413,938 515,648 1992 425;833 526,926 Ji 1993 492,828 599,585 1994 532,914 637,909 1995 569,164 682,490 1996 621,839 746,463 1997 682,759 829,820 1998 768,553 923,979 1999 912,663 1,091,211 2000 1,020,025 1,217,986 2001 1,015,932 1,211,069 2002 (Vand 2" Quarters) 519,087 619,289 Source: "Taxable Sales in California (Sales & Use Tax)," California State Board of Equalization. Housing Unit Trends From 1980 to 1990, the number of housing units in the City grew from 10,142 to 18,248, an increase of 79.9% during this ten-year period 16. Between 1990 and 2000, the number of dwelling units in the City increased by about 53.8% to 28,07127 indicating steady but not rapid population growth. The California Department of Finance further estimates that there are 29,472 housing units in the City in 2003. The Census also collected data on the types of housing units in the City in 2000. Clearly the majority of the units in the City are single family homes, as has traditionally been the case. { t6 1980 and 1990 US Census 17 2000 US Census. III-188 i TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions, Impacts and Mitigation Measures Table III-60 City Housing Characteristics Units in Structure Number Single Family, detached 11,120 Single Family, attached 9,551 2-4 Units, Multi-family 2,463 5+ Units, Multi-family 3,738 Mobile homes 1,199 Total 28,071 Source: 2000 US Census Data has also been collected for the SOI and planning area, as shown in the table below: Table III-61 Sphere of Influence and Planning Area ` Housing Characteristics, 2003 Units in Structure Number Single Family, detached 5,711 Single Family, attached 360 2 + Units, Multi-family 1,031 Mobile homes 8,050 Total 15,153 Source:Claritas,Inc. �r► The most significant difference in housing products between the planning area and the City is clearly in the area of mobile homes, which predominate in the SOI and planning area. These mobile homes are concentrated in the northern planning area, particularly in the Sky Valley area, and in the City's Cahuilla Hills community. Of the City's total housing stock, 19,184 units are occupied, while 8,837 are vacant. This represents a vacancy rate of 31%. Of the occupied units, 10,934 were owner occupied units. The Census further breaks down vacancy by several categories, and identified that 6,445 of the vacant units were vacant because of seasonal use, representing a 23% seasonal vacancy rate, and a net or true vacancy rate of 9% in the City. Further, the Census estimates that of the 19,184 occupied housing units, a total of 7,346, or 26% of all housing units, were occupied by senior households. This parallels the percentage of seniors in the City's overall population, shown in Table III-49, above. Finally, the Census estimates housing value for occupied housing units in the City as follows: +�r III-189 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures Table III-62 City of Palm Desert Housing Values, Owner Occupied Housing Units,2000 Value Number Under$100,000 1,142 $1.00,000-$199,000 4,696 $200,000-$299,000 2,554 $300,000-$399,000 1,086 $400,000-$499,000 657 $500,000 + 799 Total 10,934 Source:2000 Census r The 2003 median housing value in the City is estimated at $261,55218. The current median housing value in the Sphere and planning area is estimated at $138,777.25i9. The difference in housing values is largely due to the high number of mobile homes in the Sphere and planning area, which are of lower value, generally, than conventional housing. The Sphere and planning area, particularly those areas to the north of Interstate 10, have traditionally been more affordable for housing in this part of the Coachella Valley. 2. Project Impacts The socio-economic impacts associated with implementation of the proposed General Plan are expected to be positive. The proposed project has the potential to generate revenues from a wide range of sources, most notably property, transient occupancy and sales taxes. Buildout will also generate additional costs for the provision of general government services and expanded infrastructure. The D following discussion addresses the potential fiscal impacts associated with General Plan buildout, in di 2003 dollars. Discussions are provided individually for lands in the City limits, and lands outside the City limits, currently in the City's Sphere of Influence or General Plan planning area. For discussions relating to the Sphere and planning area, it has been assumed that these lands would be under the + jurisdiction of the City by General Plan buildout. A summary total is also provided in Table III-67, at the end of this section. Preferred Alternative General Plan Buildout Statistical Summary As shown in Table I-2 and discussed throughout Section III, buildout of the proposed General Plan could result in the development of approximately 33,627 new dwelling units, for a total of 79,294 units at buildout. In the City, a total of 8,611 additional dwelling units could be constructed, while an additional 25,016 units could be constructed in the Sphere and planning area. Potential population at buildout, at the current rate of 2.43 persons per household20, could result in an additional 81,714 residents, 20,925 in the City and 60,789. When combined with the current City population of 43,917 '$ Inland Empire Quarterly Economic Report,Volume 14,No.4,October 2002. t9 Claritas,July 2003. 20 Claritas,Inc. III-190 1 io TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures person S21, and the current population in the Sphere and planning area (22,756), the City's population at General Plan buildout could potentially reach 148,387 persons, 64,842 in the City, and 83,545 in the Sphere and planning area. It is important to remember that this is a conservative, long-range estimate that assumes 75% of all residential lands within the planning area will develop at the maximum densities permitted. Residential Property Tax Revenues City Limits rrrr According to the California Department of Finance, there are 29,422 existing dwelling units in the City of Palm Desert. The current median housing value in the City is estimated at $261,55222. Applying this value to the number of existing dwelling units yields a total estimated residential property value of rr $7,695,382,944 for existing residential units. The median value of new homes in the City is $322,53223. For purposes of this analysis, it has been assumed that a median value for new units would be $325,000. With 8,611 potential new units to be constructed at General Plan buildout, the total property value of future dwelling units in the planning area is expected to be approximately $4,798,575,000. The combined property value of both existing and future dwelling units is expected to be about $10,493,957,944, as described above. Property taxes are collected annually by Riverside County at a rate of up to 1% of assessed value. Property taxes collected on all residential units at General Plan buildout are estimated to total about $104,939,579 annually. Property tax revenues are reallocated to the City of Palm Desert and other taxing entities based on formulas derived by the State of California. The City of Palm Desert General Fund receives 7.1% of the total property tax collected,. which is estimated to total approximately $7,450,710 at General Plan buildout. Sphere of Influence and Planning Area There are 15,152 existing dwelling units in the Sphere of Influence and planning area24. The current median housing value in the City is estimated at $138,777.2525. Applying this value to the number of existing dwelling units yields a total estimated residential property value of$2,102,752,892 for existing residential units. For purposes of this analysis, it has been esimated that a median value for new units would be $140,000. With 25,016 potential new units to be constructed at General Plan buildout in the Sphere and planning area, the total property value of future dwelling units in the planning area is expected to be approximately $3,502,240. 21 Ibid. 22 InIand Empire Quarterly Economic Report,Volume 14,No.4,October 2002. 23 Ibid. ire 24 Claritas,July 2003 estimate. 25 Ibid. ire III-19 I TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures The combined property value of both existing and future dwelling units is expected to be about $5,604,992,892, as described above. Property taxes are collected annually by Riverside County at a rate i> of up to 1% of assessed value. Property taxes collected on all residential units in the Sphere and planning area at General Plan buildout are estimated to total about $56,049,929 annually. The City of Palm Desert General Fund receives 7.1% of the total property tax collected, which is estimated to total approximately $3,979,545 at General Plan buildout. It should be noted that the analysis above is a rough estimation of residential property tax revenues and is intended to provide a broad overview of revenues expected at General Plan buildout. Commercial Property Tax Revenues City Limits Buildout of the City limits under the proposed General Plan is expected to result in the development of approximately 14,143,616 square feet of commercial space. A comparison of typical commercial construction in the Coachella Valley indicates that community retail structures are valued at approximately $95 per square foot. This is a conservative estimate that does not include the value of hotel and motel commercial development. Future commercial development in the City of Palm Desert is expected to include luxury and resort hotels with values that exceed $95 per square foot. Nonetheless, this value is used in the following analysis as a benchmark by which the value of all commercial development in the planning area can be estimated. Assuming that the value of all commercial development at General Plan buildout will average $95 per square foot, the total value of commercial Iand will be approximately $1,343,643,520. Given that property taxes are collected at a rate of 1% of assessed value, total property taxes collected annually on all commercial development within the City are estimated at $13,436,435. Of this, the City would retain approximately $953,987. Actual revenues will depend upon the extent of commercial development at i General Plan buildout, and the assessed value of commercial land, structures and improvements. Sphere and Planning Area Buildout of the Sphere and planning area under the proposed General Plan is expected to result in the development of approximately 6,354,620 square feet of commercial space. Assuming that the value of all commercial development at General Plan buildout will average $95 per square foot, the total value of commercial land will be approximately $603,688,900. Given that property taxes are collected at a rate of 1% of assessed value, total property taxes collected annually on all commercial development within the Sphere and planning area are estimated at $6,036,889. Of this, the City would retain approximately $428,619. Actual revenues will depend upon the extent of commercial development at General Plan buildout, and the assessed value of commercial land, structures and improvements. Industrial Property Tax Revenues City Limits Buildout of the proposed General Plan within the City limits is expected to result in the development of an estimated 8,222,713 square feet of industrial and business park space. For the purposes of this analysis, the value of industrial development is estimated at approximately $75 per square foot, x III-192 TN/City of Palm Desert Draft General Plan FIR Section III—Existing Conditions,Impacts and Mitigation Measures including land and all structural and non-structural improvements. At this rate, the value of all industrial lands at General Plan buildout within the City limits would be approximately $616,703,475, which would generate an estimated$6,167,035 in annual property taxes. Of this, the City of Palm Desert would retain approximately $437,859. Actual revenues will depend upon the level of industrial development that actually occurs over the life of the General Plan, as well as the assessed valuation of industrial lands, structures and other improvements. Sphere and Planning Area Buildout of the proposed General Plan Sphere and planning area is expected to result in the development of an estimated 19,173,544 square feet of industrial and business park space. The value of all industrial lands at General Plan buildout in the Sphere and planning area would be approximately $1,438,015,800, which would generate an estimated $14,380,158 in annual property taxes. Of this, the City of Palm Desert would retain approximately $1,020,991. Actual revenues will depend upon the level of industrial development that actually occurs over the life of the General Plan, as well as the assessed valuation of industrial lands, structures and other improvements. Wo Sales Tax Revenues A substantial portion of City revenue is derived from the sales tax, which is levied on retailers who sell taxable goods within the City limits. In 2001, sales taxes accounted for more than $12.3 million of the City's total General Fund revenues.' Of the sales tax imposed on taxable goods by the State Board of Equalization, one percentage point is allocated back to the City. The Urban Land Institute (ULI) distinguishes between three primary types of commercial development: "regional commercial," "community" commercial and "neighborhood" commercial.27 "Regional" commercial projects are those which attract a broad range of large-scale stores, and average over 500,000 square feet of space. Average sales per square foot in west coast properties are $222.20. "Community" commercial development consists of larger-scale community shopping centers and malls that may be anchored by several department stores or other large-scale anchors. The ULI estimates that the average sales volume of tenants in "Community Commercial" centers is about $224.99 per square foot of gross leasable area.28 "Neighborhood" commercial development is defined as smaller-scale neighborhood shopping centers conveniently located near residential areas, as well as a variety of specialty retail shops and personal service businesses. According to the ULI, the average sales volume of tenants in these commercial centers is $220.69 per square foot of gross leasable area.21 City Limits To determine estimated sales tax revenues expected at General Plan buildout, the above sales volumes must be applied to commercial development in the City limits. The following table identifies the various commercial land use designations established by the proposed General Plan, and for each designation, indicates how much development is expected to be "Regional Commercial," "Community Commercial" 26 Department of Finance,Taxable Sales in California,2001. 27 "Dollars and Cents of Shopping Centers,"Urban Land Institute, 1997. 28 Ibid. 29 Ibid. tide III-193 ;1 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures or "Neighborhood Commercial." For purposes of this analysis, it is assumed that the Office Professional land use designation would not include any businesses which generate sales taxes. Table III-63 1' City of Palm Desert Sales Tax Generating Development at General Plan Buildout Sq.Ft. Expected Sq. Ft.Expected Sq. Ft. Expected Land Use to Develop to Develop to Develop Designation as "Regional" as "Community" as "Neighborhood" Commercial' Commercial' Commercial' Community Commercial 0 1,450,561 0 General Commercial 0 3,293,202 0 Neighborhood Commercial 0 0 101,582 Regional Commercial 4,513,213 0 0 Total: 4,513,213 sq.ft. 4,743,763 sq. ft. 101,492 sq. ft. , ' as defined by the Urban Land Institute in "Dollars and Cents of Shopping Centers," 1997. As shown in the table above, the planning area is expected to include approximately 4,513,213 square feet of "Regional" commercial development, 4,743,763 square feet of "Community" commercial development, and 101,492 square feet of "Neighborhood" commercial development at General Plan buildout. It is presumed that 95% of this space will be leasable, and the remaining 5% will consist of mechanical equipment, restrooms, public common areas, and related spaces that are not typically leased by tenants. Applying ULI's average sales volumes described above, yields revenues as shown in the table below. Table III-64 Commercial Sales Generated at Buildout Development Type/Square feet Sales per Square Foot Total Sales Regional Commercial/4,287,552 $222.20 $952,694,132 Community Commercial/4,506,575 $224.99 $1,013,934,276 Neighborhood Commercial/96,417 $220.69 $21,278,356 Total Commercial Sales Generated at Buildout $1,987,906,764 Buildout of all commercial lands within the City limits could potentially generate annual sales tax revenues of about $19,879,068 to the City. This figure is expressed in year 2003 dollars and represents the minimum net revenue gain to the City, assuming that annual incremental increases will be realized from inflation. It also assumes full occupancy of all commercial centers. It is important to note that most, but not all items sold in the planning area will be taxable. Therefore, the above estimate may overstate potential revenues to a limited degree. Nonetheless, it provides a useful benchmark by which potential sales tax revenues can be measured. i Sphere and Planning Area The Sphere and planning area are expected to generate approximately 6,354,620 square feet of "Community" commercial development at General Plan buildout. It is presumed that 95% of this space will be leasable, and the remaining 5% will consist of mechanical equipment, restrooms, public common III-194 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures areas, and related spaces that are not typically leased by tenants. On this basis, and applying the ULI standard for sales per square foot ($224.99), the commercial space in the Sphere and planning area has the potential to generate a total of $1,353,239,656 in retail sale at General Plan buildout. This could generate $13,582,397 in sales tax revenue annually for the City. Transient Occupancy Tax Revenues The following discussion applies only to lands within the City limits, since no resort commercial lands are planned in either the Sphere of Influence or the planning area. Revenues from Existing Hotels Transient Occupancy Taxes (TOT) are imposed by the City on "transients" who occupy a room in a hotel or other lodging facility for 30 days or less. TOT currently represents the second largest revenue source in the City's General Fund, after sales tax. Annual revenues vary, but are estimated at $7.0 million. Revenues from Future Hotels Under the proposed General Plan, there are approximately 119 vacant acres available for future Resort Commercial development, which could generate a variety of resort uses, including time share units and motel rooms. Assuming a density of 35 rooms per acre, which is typical of hotel development in the Valley, the remaining 119 vacant acres could yield an additional 4,165 hotel rooms. Based on data from the California Hotel & Motel Association, the average 2002 room rate in the Coachella Valley was $126.27/night, which represents the average daily expenditure for hotel rooms by all Coachella Valley visitors.30 Assuming 68% occupancy on an annual basis, and the per room cost, annual revenues from room sales of 4,165 hotel rooms could total $130,531,991. Based on current transient occupancy tax, the City would receive $13,053,200 in General Fund revenues at General Plan buildout. When combined with TOT revenues from existing hotel/motel rooms, City TOT revenues could reach $20,053,200 annually at General Plan buildout. Motor Vehicle In-Lieu Fees Motor vehicle in lieu fees represent approximately $2.0 million in annual revenues to the City, or about $45.54 per capita. Applying this figure to the anticipated City buildout population of 64,842 residents, motor vehicle in-lieu fees could potentially generate $2,952,905 in annual General Fund revenues at General Plan buildout, while the Sphere and planning area buildout population of 83,545 could generate $3,804,639 annually at buildout. Franchise Fees The City receives franchise fees from service providers such as utilities, solid waste and cable television providers, based on the customers serviced in the City. The current annual revenues to the City for franchise fees is about$2,100,000, or$47.82 per capita. Assuming a City buildout population of 64,842, franchise fees could rise to $3,100,744 for lands within the City limits, and $3,995,122 for lands in the Sphere and planning area. 30 California Hotel &Motel Association in cooperation with Smith Travel Research Company,provided by Terri Milton, Palm Springs Desert Resorts Convention and Visitors Authority,personal communication,October 8,2002. III-195 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures Other Development-Related Revenues In addition to the revenue sources described above, the General Fund collects fees and taxes, including business licenses, building permits, developer impact fees and plan check fees, which are directly related to the level of urban development that occurs in the City. These fees are based on project-specific JA criteria, including the size and type of construction, architectural features, and site design. Implementation of the proposed General Plan will clearly facilitate the development of additional residential, commercial, and industrial development which will generate these fees on an annual basis, Currently, the City receives approximately $3,436,200 in permits, fees and charges for services on an annual basis. Assuming a current population of 43,917, this represents revenues of$78.24 per capita to the City annually. Within the City limits, and assuming a buildout population of 64,842, a total of $5,073,238 would be generated annually, while the buildout population of the Sphere and planning area, at 83,545, would generate $6,536,561 annually. Project-Generated Costs Al The City of Palm Desert provides a number of public services to its residents, including general government administration, fire and police protection, parks and recreation facilities, library services, street maintenance, and others. Based on projected City of Palm Desert Fiscal Year 2002-2003 General Fund expenses, and a population of 43,917, per capita costs for general government, including public J, safety (fire and police services) are estimated to be $724.72.31 Buildout of the City limits could generate a total City population of 64,842 residents, which could result in expenditures of about $46,992,294 for governmental services, while the buildout population of the Sphere and planning area, at 83,545, could -Ji generate $60,546,732 in costs annually. A Cost/Revenue Analysis The tables below summarize the costs and revenues associated with buildout of the General Plan. Table III-65 addresses only lands within the existing City limits; Table III-66 addresses only lands within the City's Sphere of Influence and the General Plan planning area; and Table III-67 provides a total for all parts of the General Plan study area. 31 City of Palm Desert Annual Budget,Summary of Expenditures by Category,FY 2002-2003. III-196 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions, Impacts and Mitigation Measures Table III-65 General Plan Buildout Cost/Revenue Analysis City Limits Only Item Annual City Cost Annual City Revenue General Gov't & Public Safety $46,992,294 Residential Property Tax Revenues $7,450,710 Commercial Property Tax Revenues $953,987 Industrial Property Tax Revenues $437,859 Sales Tax Revenues $19,879,068 Transient Occupancy Tax Revenues $20,053,199 ,; Motor Vehicle In-Lieu Fees $2,952,905 Franchise Fees $3,100,744 Services and Charges $ 5,073,238 Total Revenues $59,910,710 Resulting Annual Positive Cash $12,909,416 Flow: Table III-66 General Plan Buildout Cost/Revenue Analysis Sphere of Influence and Planning Area Only Item Annual City Cost Annual City Revenue General Gov't & Public Safety $60,546,732 im Residential Property Tax Revenues $3,979,545 Commercial Property Tax Revenues $428,619 im Industrial Property Tax Revenues $1,020,991 Sales Tax Revenues $13,582,397 Transient Occupancy Tax Revenues $0 00 1i Motor Vehicle In-Lieu Fees $3,804,639 Franchise Fees $3,995,122 Services and Charges $6,536,561 Total Revenues $33,347,874 Resulting Annual Negative Cash - $37,191,272 Flow: III-197 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures r Table III-67 General Plan Buildout Cost/Revenue Analysis City Limits,Sphere of Influence and Planning Area r Item Annual City Cost Annual City Revenue General Gov't& Public Safety $107,539,026 Residential Property Tax Revenues $11,430,255 Commercial Property Tax Revenues $1,382,606 Industrial Property Tax Revenues $1,458,850 Sales Tax Revenues $33,461,465 Transient Occupancy Tax Revenues $20,053,199 Motor Vehicle In-Lieu Fees $6,757,544 Franchise Fees $7,095,866 Services and Charges $ 11,609,799 Total Revenues $93,258,584 Resulting Annual Negative Cash - $14,280,442 Flow: Cost/Benefit Analysis As demonstrated in the tables above, buildout of the proposed General Plan within the City's existing City limits will result in significant positive cash flow for the City. Buildout of the Sphere and planning area, however, represent a significant negative cash flow at buildout, primarily due to the lack of commercial land use designations in this portion of the General Plan study area. The revenues generated by sales tax and transient occupancy tax are lacking for this area, especially considering the size of the population expected at buildout. Even when combined, the General Plan study area will result in a deficit to the City, unless revenues from sales taxes and transient occupancy taxes are increased through the inclusion of additional commercial retail and resort commercial lands. The analysis above includes only non-restricted General Fund costs and revenues, and does not reflect the considerable revenues available to the City through its Redevelopment Agency. These resources are used by the City for the purposes of economic development and for the improvement/preservation of affordable housing, and include infrastructure construction and improvements, and the addition of new facilities in the City, as these needs are identified. The analysis above is intended to provide a broad overview of p projected costs and revenues, and is expected to vary, depending on economic trends, development densities and development types. It is also important to note that the analysis above includes only General Fund revenues, not Redevelopment Agency revenues. Due to the size and activity in the Redevelopment Plan Areas in the City, revenues in the Redevelopment Agency will continue to increase. These revenues, however, are restricted, and have therefore not been analysed here. It is important to note that the City realizes economies of scale with new development and the provision of public services, especially with "in-fill" projects that are surrounded by existing development. The III-198 irr TN/City of Palm Desert aWO Draft General Plan EIR _ Section III—Existing Conditions,Impacts and Mitigation Measures contract for fire protection, for example, does not change based on the addition of one structure, per se. Rather, the base costs associated with the provision of services remain constant, and are adjusted over time, as structures are built and additional personnel and time is needed to fight fires in the City's structures, or respond to medical emergencies in the City's residential areas. Jobs/Housing Balance There are currently 17,384 residents of the City who are in the labor force. This represents 42% of the total population in the City, and is typical of most small cities. The Preferred Alternative will generate a population of 148,387 at buildout, 64,842 who will reside in the existing City limits, and 83,545 in the Sphere of Influence and planning area. Assuming that 42% of that population will be employed, a total of 62,325 persons will be in the labor force at buildout, of which 27,236 will reside in the existing City limits, and 35,089 in the Sphere and planning area. The Preferred Alternative will generate commercial and industrial space, as described in Table 1-2, Land Use Buildout Statistical Summary. This space could total 14,143,616 square feet of commercial space within the City limits, 6,354,620 square feet of commercial space in the Sphere and planning area, 8,222,713 square feet of industrial space within the City limits and 19,173,544 square feet of industrial space in the Sphere and planning area. i In order to determine the potential for jobs and housing to balance, employment generation and household formation must be anlysed. Employment generation factors come from a wide variety of sources, including the APA Planning Advisory Service, the Urban Land Institute and the California Local Government Commission. An average of these references has been used to establish the following employment factors based upon gross square feet of development. General Retail: 1 employee per 300 sq. ft. Office: 1 employee per 234 sq. ft. Hotel: 1.5 employees per room Timeshare Unit: 0.75 employees per unit Business Park/R & D/Ind.: 1 employee per 575 sq. ft. College/University: 1 employee per 850 sq. ft. Household formation can be estimated at a rate of one new household for each two new jobs. Assuming 95% of the total square footage described in Table I-2 (this assumes that 5% of the space will be non- leasable common and mechanical space, as described above), except that for resort commercial development a total of 5,931 rooms was assumed, the Preferred alternative could generate a total of 110,550 jobs at buildout, as demonstrated in the Table below. III-199 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures Table III-68 Commercial and Industrial Job Generation at Buildout City, Sphere of Influence and Planning Area SOI &Planning Land Use Designation City Jobs Area Jobs C-C Community Commercial 4,593 725 C-G General Commercial 10,428 19,398 C-N Neighborhood Commercial 321 C-OP Office Professional 6,617 C-R Regional Commercial 14,292 C-RS Resort Commercial 8,912 B-P Business Park 13,585 4,752 I-L Light Industrial - 26,926 Total 58,749 51,801 Based on these job generation totals, and when compared to the population expected in the labor force at buildout, the area in the City limits will generate 31,513 more jobs than persons in the labor force, and the area in the Sphere and planning area will generate 16,712 more jobs than persons in the labor force. Equally important in an analysis of the jobs/housing balance is the provision of housing in price ranges which are affordable to those employed in the City. Based on the findings of the "Palm Desert Economic Data Review," the average annual salary for workers by employment sector was: Retail $17,477 Hotel & Amusement $19,698 Construction $26,411 Other Services $17,703 Business Services, Finance, Insurance and Real Estate $32,351 Education & Health Services $34,741 All other jobs $28,432 State and federal standards have established that the average household should pay no more than 30% of its income for housing costs (rent or mortgage, insurance, taxes and utilities). Based on this standard, the average worker can afford to pay for housing: Retail $5,243/$437 per month Hotel & Amusement $5,909/$492 per month Construction $7,923/$660 per month ad Other Services $5,311/$443 per month Business Services, Finance, Insurance and Real Estate $9,705/$809 per month Education & Health Services $10,422/$869 per month All other jobs $8,530/$711 per month III-200 go TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures we The Preferred Alternative has the potential to generate 110,550 jobs at buildout, which would generate a need for 55,275 housing units (assuming that every two jobs create a need for one housing unit). Based ift on Table III-58, Employee Distribution by Sector, above, it has been assumed that the mix of employment by sector would remain constant to buildout, to estimate the monthly costs of housing units needed to accommodate all those who would be employed in the City at buildout. The Table below describes the number of units needed, and the monthly rent or mortgage payment. For purposes of this analysis, it has been assumed that all households are two income households, and all amounts listed are in year 2000 dollars. Table III-69 Total Housing Units by Monthly Cost at Buildout % of Total No. of Units Needed at Maximum Monthly Employee Sector Employees Buildout* Rent/Mort a e* City Limits Sphere &PA Retail 26.6 7,814 6,890 $ 874 Hotel & Amusement 15.7 4,612 4,067 $ 984 Construction 12.2 3,584 3,160 $ 1,320 Other Services 10.3 3,026 2,668 $ 886 Business Services 5.9 1,733 1,528 $ 1,618 irr Finance/Real Estate 5.8 1,704 1,502 $ 1,738 Other 23.5 6,903 6,087 $ 1,422 Total 100% 29,376 25,902 N/A *Assumes two income household in same occupation. In order to determine the potential for the City's housing stock to house the total number of employees created by commercial and industrial land uses, an analysis of both rental and sale prices is required. As part of the research undertaken for the City's Housing Element, contained in the Draft General Plan currently under review, a survey of existing apartment rental rates was conducted. These rental rates are depicted in Table III-70, below. III-201 TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions, Impacts and Mitigation Measures Table III-70 Representative Apartment Market Rental Rates in Palm Desert, 2000 Project Name Unit Size Market Restricted (total units) Rental Rate Rental Rate Candlewood(26) 1 Bdrm $400.00 Catalina Garden(72)* Studios $428.00 $227-523 1 Bdrm $525.00 $233-549 Country Club Estates(141) 1 Bdrm $575.00 Desert Oasis(320) Studios $365.00 1 Bdrm $695-720 2 Bdrm $730-865 3 Bdrm $995-1,075 Desert Pointe(64)* Studios $465.00 $227-523 1 Bdrm $550.00 $233-549 2 Bdrm $635.00 $288-683 Golden Oaks(16) 2 Bdrm $650.00 Laguna Palms(48) Studios $410.00 1 Bdrm $500.00 2 Bdrm $600.00 Las Serenas(150)* 1 Bdrm $500.00 $233-549 Neighbor's Garden(24)* 2 Bdrm $600.00 $288-683 One Quail Place(384)* 1 Bdrm $640.00 $233-549 2 Bdrm $680-725 $288-683 Palm Desert Apartments(248) Studios $495.00 1 Bdrm $550-575 2 Bdrm $595.00 Palm Desert Palms(40) 2 Bdrm $695-725 Palm Lake Village(220) 1 Bdrm $750-850 2 Bdrm $825-925 ` Panorama(58) 1 Bdrm $595.00 The Pueblos(15)* 2 Bdrm $312.00 $202-312 Rancho Vista(42) 2 Bdrm $800.00 3 Bdrm $1,000.00 San Tropez Villas(512) 1 Bdrm $705.00 2 Bdrm $837.00 Taos Palms(16)* 2 Bdrm $615.00 $241-615 Villa del Sol(32) 2 Bdrm $675.00 *Units owned by the City of Palm Desert The General Plan land use map assigns the High Density residential designation to a total of 530 acres, 225 of which are vacant, within the City limits. In the Sphere of Influence and planning area, a total of 1,221 acres of High Density Residential occurs, 901 acres being vacant. The land use map further assigns 1,636 acres of Medium density residential in the City, 333 acres of which is vacant, and 409 acres in the Sphere and planning area, 262 acres of which is vacant. These land use designations have the potential to generate 14,220 units in the City, and 25,907 units in the Sphere and planning area. If it is assumed that the rental rates for new units would be similar to those currently charged in the City, all the units required to house all the employees in the Sphere and planning area would be constructed at buildout, while the City would experience a shortfall of 15,176 units. However, a number of employed id III-202 a�11r TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures persons are likely to purchase their homes, and will occupy units built on lands designated Low Density residential, which will generate an additional 24,905 units in the City, and 14,261 units in the Sphere and planning area. In comparison with the Current General Plan, which has the potential to generate 9,663 medium and high density units within the City limits, and 15,570 medium and high density units in the Sphere and planning area, the Preferred Alternative land use plan represents an increase of 47% in the potential for the City to house its employees in the Medium and High Density Residential land use categories alone. 3. Mitigation Measures The Draft General Plan includes a number of policies which will serve to guide the City's economic health in the next several years. The City's aggressive economic development policy will continue to facilitate the creation of jobs and associated revenues. A. The City shall monitor the employment generated by its commercial and industrial land uses, and periodically analyse this generation in comparison to the residential land use allocations to encourage the provision of adequate housing for as many of its workers as practical. B . The City shall evaluate new development or redevelopment to assure that these uses complement, support and are compatible with the City's core economic assets. C. The City shall consider economic implications of annexations as part of the approval process for annexation requests. D. The City shall continue to encourage the development of hotels, resort hotels and timeshare projects in the City. E. The City shall continue to encourage the development of new and expanded educational facilities of all levels in the City. F. The City shall be aggressive in its retention of existing businesses and recruitment of new businesses that complement the City's core economic assets. G. The City shall coordinate its Capital Improvement plans to assure the provision of adequate infrastructure to support and facilitate development of commercial and light industrial projects which expand the City's economic base. H. All projects shall contribute their fair share of on- and off-site improvements required to support their site. L The City shall routinely review and revise, as necessary, the allocation of revenues required to mitigate the impacts of growth. III-203 mil TN/City of Palm Desert Draft General Plan EIR Section III—Existing Conditions,Impacts and Mitigation Measures J. Prior to any annexation effort, the City shall evaluate the feasibility of annexing land to assure its economic and fiscal viability. W K. The City Zoning Ordinance and Development Code shall be updated, revised and expanded to assure analysis regimes and standards and guidelines that assure adequate protection of the City's core economic interests and especially the preservation of the natural environment. Mitigation Monitoring and Reporting Program A. The City shall continue to monitor economic growth and focus its Economic Development efforts in areas of retail, resort and educational services. Responsible Parties: City Council,Redevelopment Agency, City Manager. B. The City shall analyse land use development patterns annually, and determine whether Ni amendments to the land use map are required to encourage a balance of housing and jobs. Responsible Parties: City Council, Community Development Department C. The City shall prepare economic feasibility analyses for all potential annexation efforts, as part of the decision-making process for annexations. t Responsible Parties: City Council, City Manager, Community Development Department. III-204 TN/City of Palm Desert Draft General Plan EIR Section IV—Unavoidable Significant Impacts i DIP DRAFT ENVIRONMENTAL IMPACT REPORT FOR THE COMPREHENSIVE GENERAL PLAN IV. UNAVOIDABLE SIGNIFICANT IMPACTS Introduction Unavoidable significant impacts refer to environmental impacts associated with a proposed project which were determined to be significant and where no feasible mitigation is available to reduce the impacts to less than significant Ievels (CEQA Guidelines Section 15126.2). Section III of this EIR provides a comprehensive assessment of all impacts associated with future development within the Palm Desert General Plan study area. The potential impacts identified during the assessment are addressed through a broad and comprehensive range of mitigation measures and monitoring and reporting programs. These measures, in conjunction with the policies, programs and implementation measures set forth in the Draft General Plan, can demonstrably and effectively reduce potentially significant impacts to levels of insignificance. However, a few areas of special concern and sensitivity still persist and have been given focused consideration in the development of the General Plan and in the development of mitigation measures. These include impacts to biological resources, water resources, air quality, traffic impacts, and geotechnical hazards. While the proposed General Plan update represents a significant overall limitation in potential impacts, these sensitive issues are not taken for granted, and each is one is addressed in the following discussions. Biological Resources Urbanization clears lands of native vegetation and wildlife, and results in the loss of open space areas. This alteration to the natural environment has several direct and indirect impacts to plant and animal species, primarily loss of these resources and their habitats. Although these effects may represent unavoidable impacts to biological resources, they are considered in the City's planning efforts and are addressed comprehensively throughout the Draft General Plan. The policies and programs of the Draft General Plan are.directed at protecting and preserving these and other natural resources. They include limitations to hillside and mountain development, encouraging the use of native plant species in landscaping, and careful evaluation of all impacts on vacant lands associated with development activities. IV-1 TN/City of Palm Desert Draft General Plan EIR Section IV—Unavoidable Significant Impacts Furthermore, as a member of the Coachella Valley Association of Government (CVAG), the City continues and extends its role as a responsible steward of biological resources. The City of Palm Desert, along with the other communities in the Coachella Valley, is actively participating in the development of the Coachella Valley Multiple Species Habitat Conservation Plan (MSHCP) being facilitated by CVAG. When adopted, the MSHCP will provide significant and extensive conservation areas for sensitive species and their habitats occurring in the City and the region. Through the development and implementation of the proposed Palm Desert General Plan update and associated EIR, the City continues to prove its ability and willingness to implement and comply with federal and other guidelines that provide protection to threatened and endangered species. Water Resources The proposed General Plan is expected to result in impacts to water resources, which may be greater than those associated with buildout of the Current General Plan. These impacts are expected to add to the cumulative impacts on groundwater resources in the Coachella Valley associated with urban development. This limited resource will remain in an overdraft condition if additional resources for groundwater recharge are not secured or stricter, more efficient methods of water use are not adopted. The goals, policies and programs of the proposed General Plan incorporate the on-going efforts of the City, Coachella Valley Water District and Myoma Dunes Water District to Iower the overall and per capita consumption of domestic water. The City and the Coachella Valley Water District have created and are actively promoting water-conservation practices such as the continued use of native and non- native drought tolerant landscaping and drip irrigation, use of tertiary treated waste water, and installation of water-efficient plumbing systems in proposed projects. The City also supports local water service providers' programs and plans to secure additional sources of water and to expand groundwater recharge efforts. The combination of these efforts, with particular focus on CVWD's Water h Management Plan, will help to reduce potential impacts to water resources to a less than significant ' level. i Geotechnical Hazards The Palm Desert General Plan study area is susceptible to significant geotechnical forces, which may be hazardous to lives and property. Ground rupture and accelerations from earthquakes, landslides and rockfalls, liquefaction, and seismically induced settlement are examples of the potential geotechnical hazards within the General Plan study area. Section III-C of this EIR and the geotechnical report prepared for the General Plan' map and evaluate the various potential geotechnical hazards within the General Plan study area. Both documents, and the proposed General Plan update, provide mitigation measures that are expected to reduce these adverse impacts to acceptable levels. The General Plan land use map and mandatory preparation of fault hazard studies and site-specific geotechnical studies are some of the methods that will reduce the exposure of people and property to potential hazards associated with significant seismic activities. Implementation of the policies and programs of the proposed General Plan, along with the most recent version of the Uniform Building Code and the mitigation measures provided in this document, are expected to limit geotechnical impacts to less than significant levels. t "Technical Background Report to the Safety Element of the General Plan for the City of Palm Desert,"prepared by Earth Consultants International,January 17,2002. IV-2 i TN/City of Palm Desert Draft General Plan EIR Section IV—Unavoidable Significant Impacts Traffic and Circulation The Palm Desert General Plan Traffic Study provides a region-based analysis of traffic impacts that may be associated with the implementation of the proposed General Plan, as well as the Plan alternatives discussed in section V. Buildout of the proposed project (Preferred Alternative) generates approximately 86,000 more trips or an 8.9 percent increase in projected buildout traffic compared to buildout of the current General Plan. The Preferred Alternative, however, is an improvement in the substantial imbalance between trip production and attraction in the study area. As set forth in Section III-B, all intersections analysed can be improved to provide LOS D operating conditions in the Post 2020 (buildout) period. In several instances, specific improvement beyond those identified in the Master List of Funded/Assumed Improvements (see Table 2-6 in the General Plan Traffic Study, Appendix C) will be required, and in some of those instances the improvements take the irr intersection operating conditions (LOS) from "E" or "F" to "C". Improvements include the provision of new or additional turn lanes and through lanes, and in a few instances limitations on pedestrian green- time or access on certain legs of intersections. None of the prescribed limitations on pedestrian access are a significant impediment to pedestrian use and are located at intersections with the highest volumes and widest cross sections. The Draft General Plan, this EIR and the General Plan Traffic Study provide both programmatic and concrete/prescriptive actions and measures that are expected to reduce transportation impacts associated with the implementation of the proposed General Plan below levels of significance. In conjunction with the existing various regional transportation initiatives coordinated through the City and CVAG, the performance of transportation systems serving the City and planning area can be further enhanced and potential adverse cumulative impacts mitigated. The continued thoughtful integration of land uses will also increase opportunities for mass transit and non-motorized means of transportation. Controlling access onto major arterial roadways will also serve to preserve capacity and limit the costs associated with expanded roadway infrastructure. Hydrology Adoption and implementation of the proposed General Plan will facilitate the continued construction of residential, commercial, industrial and other types of development, and will incrementally contribute to runoff generated in the General Plan study area. However, the proposed General Plan includes policies and programs meant to limit flooding and hydrology impacts by regulating development intensities and establishing procedures and measures to ensure comprehensive flood control improvements. The General Plan update includes policies and programs, which reduce runoff and improve percolation issues affecting the General Plan study area. The City continues to support floodwater control agencies such as the Coachella Valley Water District in their planning, improvement and construction efforts of existing and future stormwater facilities that convey runoff in the General Plan study area. Continued implementation of the Palm Desert Master Drainage Plan will also reduce project-related cumulative impacts to acceptable levels. No significant cumulative impacts to hydrology are expected from the adoption and implementation of the proposed Palm Desert General Plan update. db IV-3 TN/City of Palm Desert Draft General Plan EIR Section IV—Unavoidable Significant Impacts Air Quality 'The implementation of the proposed General Plan may contribute to further degradation of air quality in the region, due to potential increases in the amount of pollutants generated within the General Plan study area. Air pollutants are generated by a variety of sources, and are generally associated with urban development. Emissions generated by vehicular traffic, site disturbance, grading and construction activities, and the consumption of electricity and natural gas could have substantial impacts to local air quality. Although the generation of these emissions are carefully evaluated and mitigated on a project-by-project basis, and are incremental over the long-term life of the General Plan, they represent unavoidable impacts to air quality. Nonetheless, innovative technologies directed at reducing air pollutants are expected to help improve air quality throughout the Valley. Furthermore, the South Coast Air Quality Management District (SCAQMD) works closely with CVAG and the City of Palm Desert to monitor and regulate regional air quality issues. As evaluated in this EIR and in the proposed General Plan, regional and local impacts to air quality can be limited and are expected to be reduced to levels that are less than significant. + z IV-4 TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V—Project Alternatives Off' lPkff,,M DJ1-1P'4���3� DRAFT ENVIRONMENTAL IMPACT REPORT FOR THE COMPREHENSIVE GENERAL PLAN V. PROJECT ALTERNATIVES A. Introduction This section of the EIR examines impacts associated with the buildout of various alternatives to the proposed General Plan. Section III of this document contains detailed analyses of potential impacts associated with the "Preferred Alternative". It addresses a full range of potential project impacts associated with land use, traffic and circulation, soils and geology, air and water quality, hydrological issues and biological and cultural resources. This section addresses three additional General Plan scenarios and examines the impacts that these alternatives would have with regard to the same range of issues addressed in Section III. The three additional alternative land use scenarios are: "No Project" Alternative (current General Plans), Alternative I: "More Intense" General Plan scenario; and Alternative II: "Less Intense" General Plan scenario. B. Statement of Project Objectives This Environmental Impact Report evaluates the potential environmental impacts associated with the implementation of the proposed General Plan (Preferred Alternative). The following discussion is extracted from the General Goals, Policies and Programs set forth in the Land Use Element of the General Plan. It is not meant to be all encompassing in identifying the objectives of the General Plan, which are embodied throughout the plan. Nonetheless, they provide a meaningful frame of reference for assessing the comparative advantages of each of the alternatives considered below and their ability to meet the basic objectives of the General Plan update project. One of the essential goals of the proposed General Plan is to fashion a City that provides a balanced and functional mix of integrated land uses meeting the general social and economic needs of the community through logical, compatible and consistent land use and zoning designations. Implementation of the Plan is also meant to result in a diverse resort residential community of desirable residential neighborhoods and resorts, full commercial services, and institutional uses that complement the employment base and r V-1 TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V—Project Alternatives provide a variety of community services and facilities. Additional, the Plan is designed to result in an appropriate mix of commercial, resort and other revenue-generating land uses that will continue to fund a high level of community development activities, services and facilities in the City. In pursuit of these goals, the City shall establish and maintain a thoughtful, balanced and functional master land use map designating the appropriate land uses that implement the goals and policies of the Land Use Element and other elements of the General Plan. The City Zoning Ordinance shall directly correspond to the General Plan land use designations and shall include appropriate zoning regulations that implement the Land Use Element. The City shall also integrate land use analysis and planning with economic and fiscal analysis as an essential part of development of a master strategic plan for economic development. Every opportunity shall be exploited to enhance the character and viability of the City's commercial areas, including Highway Ill, El Pasco, the University Park planning area and the Interstate-10 corridor, by integrating nearby higher density residential uses with retail and office/business park land uses. The City shall consistently apply principles of land use compatibility in its determination of land use designations and appropriateness, optimizing the ability of proposed development to complement adjoining planned and existing land uses. All land use development proposals shall be consistent with all ► applicable land use policies and standards contained in the General Plan and findings of consistency shall be cited in appropriate ordinances and resolutions. Thoughtful and effective in-fill development shall be encouraged by developing and updating neighborhood Specific Plans and by prioritizing capital improvements in the developed areas of the City. d C. Alternative Projects Selected for Detailed Analysis 1. No Project Alternative: The Existing Palm Desert General Plan The No Project Alternative refers to the continued implementation of the Current General Plan. Current Riverside County land use designations on sections of the General Plan study area are represented in the No Project Alternative. The existing General Plan provides the core basis for the development of the Preferred Alternative, Less Intense Alternative and More Intense Alternative land use plans. The existing General Plan land use plan is shown in Exhibit V4. The existing General Plan represents a low-density resort residential community with a strong local and regional commercial development 1 component, and expansive public and private open spaces. The Plan reflects a residential development pattern, which is primarily low density attached and detached single-family dwelling units in a standard subdivision or a planned residential development setting. Based on Table V-1, buildout of the residential component of the existing General Plan is anticipated to result in the generation of approximately 65,018 (37,375±units in the City, and 27,644± units in the planning area) dwelling units, including existing and future units. Similar to the Preferred Alternative analyzed in Section III, buildout of the No Project Alternative is based upon the assumption that future residential development will occur at 75% of the maximum densities allowed. Buildout of the existing General Plan is expected to develop approximately 61% of residential units at densities ranging between 0 to 5 units maximum per acre, and the 39% balance is expected to develop at densities ranging from 5 to 25 units per acre. The existing General Plan buildout will result in v-2 TN/City of Palm Desert Comprehensive General Plan Update/Draft EfR Section V—Project Alternatives approximately 14,276 fewer dwelling units than buildout of the Preferred Alternative. The difference is a direct consequence of land use designation amendments to areas primarily in the southern sphere-of influence and northern portion of the General PIan study area. Lands that were designated as Open Space-Rural (1 du/40 acres) under the current General Plan were converted to Desert Estates (1 du/10 acres), a residential land use designation, in the Preferred Alternative. The most intense land uses are located east of Monterey Avenue and west of Washington Street, between the Interstate-10 freeway and Fred Waring Drive. At buildout of the Current General Plan approximately 2,458± acres (1,613± acres in the City, and 845.5± acres in the planning area) will be commercial development while the Preferred Alternative proposes a total of 2,139± acres. This figure represents 319± more acres (3,057,329± sq. ft.) than the Preferred Alternative. The existing General Plan establishes commercial land uses primarily along the north and the south sides of the Interstate-10 freeway and along Highway 111. The Preferred Alternative commercial land use designations are essentially similar to that of the Current General Plan. However, the Preferred Alternative reduces the Current General Plan commercial acreage by about 12.9%. Commercial land reductions occur immediately east of Monterey Avenue and south of the Union Pacific Railroad/1-10 corridor where commercial land uses were converted to industrial land uses. In the south half of Section 29, lands previously designated as Commercial/Industrial, under the Current General Plan, are designated as Medium and High density residential under the Preferred Alternative. The decrease also occurs in commercial lands located at the southwest corner of Gerald Ford Drive and Cook Street. At the southeast corner of Portola Avenue and Gerald Ford Drive, about 35 acres of commercial lands were replaced by public/quasi public lands for the development of future school facilities. A limited area of commercial land located north of the I-10, approximately 1 mile west of Washington Street was converted to high density residential land use. The Current General Plan includes three types of industrial land uses. Buildout of this Plan is anticipated to result in approximately 1,642± acres or 24,313,937± sq. ft. (544.5± acres in the City, and 1,097± acres in the planning area) of industrial development. The Preferred Alternative establishes two types of industrial land use designations. However, the Preferred Alternative increases the total amount of industrial land uses by 208± acres, or 13% more than the Current General Plan. The increase resulted from conversion of land uses from commercial to industrial on lands located east of Monterey Avenue and south of the Union Pacific Railroad/I-10 corridor. Portions ofimmediately lands designated as ,,, medium high-density residential, located north of the I-10, approximately 1 mile west of Washington Street were converted to industrial land uses also. Under the Current General Plan and Preferred Alternative, industrial land uses occur primarily north and south of the Interstate-10 freeway and areas it immediately east of Rio del Sol (Bob Hope extended). The Current General Plan provides approximately 1,184± acres (737.2± acres in the City, and 447.1± in the planning area) for public/quasi-public land use, which accommodates a wide range of public service facilities, including civic centers, schools, police and fire stations, hospitals, utility substations and freeways. The Preferred Alternative assigns 1,225± acres as public/quasi public land use, which represents 3.4% or 41±more acres than the Current General Plan. The additional 41± acres provided by the Preferred Alternative are mostly located in the University Park planning area. Public/quasi-public lands occur throughout the General Plan study area. imp V-3 TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V—Project Alternatives Open Space lands are provided for outdoor recreation, which includes parks and golf courses. Open Space lands also represent conservation lands. Under the Current General Plan, approximately 52,248 acres account for Open Space land uses (1,618.6± in the City, and 50,627.9 in the planning area), while approximately 39,621 acres are provided in the Preferred Alternative. In comparison, the Current General Plan represents approximately 39% or about 12,627 more acres than what is provided by the Preferred Alternative. Lands that were designated as Open Space-Rural (1 du/40 acres) under the Current General Plan were converted to Desert Estates (1 du/10 acres), a residential land use designation, in the Preferred Alternative. Open space lands occur throughout the General Plan study area. The majority of lands within the General Plan Sphere-of-Influence and Planning Area are designated as Open Space-Public Reserve. The City's sphere-of-influence includes lands in the Santa Rosa Mountains. In the planning area portion of the General Plan study area, the majority of open space lands are in the Coachella Valley Preserve and the Willow Hole/Edom Hill Preserve. 40 ; b A V-4 sow aftivi SM4 -an" soma Lma AMA 'LMJ -L.i Loa _La 111101A 611A --.add I � 1 -- ------'I I ---- ------�---- --- -�--- ' T---- - ---+--- Palm Desert General Plan Current , Legend JF MaJar Ronda ' I I _ _ �... .._ - - Nina Roads T.—IN IR-g.SecOons lesson qty umna ME p Ge,aal Ran Planning Arne +1 o1+ry - • ' I • • City Sprlae ahtwence As GaR Cnl-ae - '- - r------ �� I City General Plan County Gonaral Plan iI I Designations Designations aersuaur Lesad u-e- eearraanrd Lane uses ae y`,ly �Y-� ._ i t' Maid-Manned R-rderN C� RIea1(1 dW6 eo) d,{+l' " ■ - +Ii.Yri`'I.,r „` ^ -may... 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" - ) ' y'�.yWZiil.JY_'rt DIY-aW1W4 yf•y,-•hY' -'yaral[.Ili -I-- ...�"`\ i-7ERRp NOVA te ~. 1 � .14'4' �.ly dlf yh1di, �' �,4YYe� ,•,4,�� ��� •IY I ' I I aul did in(syxn h 1 I - I - - I ,-------'I---- .I ------'-----1 sal. II !I ---- -------- ----- -----�------ ----- ----- I ----- -----J---! e eooa Feu 1sadd lyDoo �------ TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR stir Section V—Project Alternatives Table V-1 Current General Plan Land Use Buildout Statistical Summary City/SOI City/SOI SOI & &PA &PA City/SOI & CitySOI & Land Use Dev. Vacant PA Total Existing Existing Potential PotentialBuildo�ut ty Sol Bui do t Acres Designation Acres Acres Units Affordable High Units Units Units' Units Units Density 39.3/- -/- 39.3/- High Density(7-18 - - du/ac) 257.7/- 39.8/- 297.5/- "" Medium Density 2,125.6/ 537 (5-7 du/ac) - 214.1 /- 2,339.7/- 8,002** Medium Density 9,081** 1,124 - 9,663 15,570 WO (5-8 du/ac) -/823.9 -/434.8 41,259 1,259 Medium High - 2,609 Density (8-14 WW duJac) -/242.0 -/369.5 -/612 Hillside Planned 3,880 Residential (1 du/ac) 35/- 372.E/- 407.E/- to Low Density 3-5 7,045.2/ 1,304.2/ 279 du/ac - 8,349.4 Very Low Density 4,891 _ (1-3du/ac) 104.4/- 12.9/- 117.3/- Low Density (2-5 _/ 29 - clu/ac) 1,995A -/891 -/2,886 22,512* Rural Mountainous 6,071* - 3,341 27,711 12,074 (1 du/ac) /11.6 -/131.8 -/143 99 Rural (1 du/5 ac) 1,531.8 9,350.2 -/1002 lr Very Low Density - 1,403 (0.4-2 dulac) -/532.2 -/687.1 41,219 1,219 Rural Village(0.4-2 - 1,031 du/ac) -/29 -/86.1 -/115 9,607.2/ 1,943.6/ 11,550.81 129 Residential Total 5,166.1 11,950.5 17,116.6 30,514 15,152 T I City/SOI 6,861 12,491 37,375 27,644 A &PA City/SOI& Cit SOI & SOI & Land Use . Vacant PA Total Existing Existng Potetial PotenPA City tial Buildot A City SBuidotDesi nations Acres Acres S .Ft.2 S .Ft.2 rr Commercial*** S .Ft 2 S .Ft.2 S .Ft 2 S .Ft.2 3.3/- 281.2/- 284.5/- 31,625 Core Commercial - 2,694,796 - 2,726,420 _ and Related Uses 211 /- 29.1 /- 240.1 /- 2,022,055 District - 278,871 - 2,300,926 _ Commercial 84.2/- 100.1 /- 184.3/- 806,905 Office Professional 118.1 /- 45.7/- 163.8/- 1,131,776 - 37,958 - 1,766,184 _ Regional - 437,952 - 1,569,728 Commercial 268.6/- 203.7/- 472.3/- 2,574,048 - 1,952,098 - 4,526,145 _ V-6 irr TN/City of Palm Desert 86 Comprehensive General Plan Update/Draft E1R Section V-Project Alternatives City/SOI City/Sol SOI & SOI & &PA &PA City/S01 & City PA City PA City SOI &PA Land Use Dev. Vacant PA Total Existing Existing Potential Potential Buildout Buildout i Designation Acres Acres Acres Sq.Ft Z Sq.Ft? Sq.Ft? Sq.Ft z Sq.Ft.' Sq.Ft.2 Resort Commercial**** 173.1 /- 94.9/- 268/- 1,658,852 - 909,446 - 2,568,298 - ii Business Park(0.25 -0.60 sar) -/6.8 -/209.5 4216 216 - 65,166 - 2,007,680 - 2,072,846 Commercial Retail (0.2-0.35 sar) -/ 162.2 -/449.E 4612 612 - 1,554,395 - 4,308,607 5,863,002 Commercial Tourist (0.2-0.35 sar) 41.7 1.7 415.7 15.7 417 17 - 16,291 - 150,456 166,747 Commercial Total 858.3/ 754.7/ 1,613.0/ 170.7 674.8 845.5 8,225,261 1,635,852 7,232,441 6,466,743 15,457,702 8,102,595 Industrial 3.0/- 281.2/- 284.2***/- 44,431 - 4,164,684 - 4,209,116 - Service Industrial 235.3/- 25/- 260.3/- 3,484,887 - 370,260 - 3,855,147 - i Light Industry(0.25 -0.60 sar) -/443.4 -/654 41,097 1,097 - 6,566,931 - 9,686,002 - 16,252,933 Industrial Total 235.3/ 306.2/ 443.4 654 544.5/1,097 3,529,318 6,566,931 4,534,944 9,686,002 8,064,263 16,252,933 Open Space 67/- 495/- -/562 - - - - - - Park 4329/- 103.1 /- -/536 - - Open Space- Conservation / -/526.7 -/527 - - - OS-CH Conservation Habitat 4165.5 165.5 36,063.7 -/36229 - - - - OS-R 300/ Recreation***** 971.2 -/451.3 300/ 1,423 - - - - - OS-RUR Rural -/40.7 -/ 12,336 -/ 12,377 - - - - OS-W Water -/8.8 -/64 -/73 - - - - Waterway 182.5/- 38.1 /- 220.6/- - - - - 982.4/ 636.2/ 1,618.6/ Open Space Total 1,186.2 49,441.7 50,627.9 - - - - Civic Center 39.6/- -/ 39.6/- - - - - - College/University 164.2/- 210.3/- 374.5/- - - - - - Elementary School 15.6/- -/- 15.6/- - - - - - - Middle School 9.5/- -/- 9.5/- - - - - - - High School 24.3/- -/- 24.3/- - - - - - - Public Facilities 202.7/- 55.5/- 258.2/- - - - - - - Sports Complex 15.5/- -/- 15.5/- - - - - - - Public Facility(< 0.60 sar) -/43.2 415.9 -/59 - - - - - - FWY -/336.0 452.0 52.0 -/388 - - - - - - Ill Public/Quasi 471.4/ 265.8/ Public Total 379.2 67.9 737.2/447.1 - - - - - - 12,154.6 3,906.5/ 16,064.1/ Total Acres /7,345.6 62,788.9 70,134.5 V-7 TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V—Project Alternatives * Includes attached and detached single-family housing units. ** Includes multi-family housing units from two to fifty-plus and mobilehomes. *** Total acreage in the North University Park planning area is 569. The designation of Commercial/Industrial is estimated to be 50% Commercial and 50%Industrial.The acreage has been divided here. **** Gross acreage under this designation is 568 acres. This misrepresents the actual land use, which consists of a 300± acres of golf course(Open Space-Recreation)and 100 acres of hotelhesort commercial. ***** Includes 300±acres removed from Commercial Resort category.See above. Assumes 75%of the total number of units possible,at maximum permitted density. z Assumes 22%lot coverage for commercial development,and 34%lot coverage for industrial development. 2• Alternative I: More Intense Development Scenario Alternative I represents a more intense development scenario of the General Plan study area, in comparison to the Preferred Alternative. Exhibit V-2 illustrates the land use patterns and Table V-2 provides a statistical land use summary of the More Intense Alternative. In general, the More Intense Alternative reflects land use patterns comparable to those represented by the Preferred Alternative and the existing General Plan. The More Intense Alternative provides approximately 22 additional acres of residential development than the Preferred Alternative. Buildout of the More Intense Alternative could facilitate approximately 6,047 more dwelling units than the total ift amount of dwelling units generated by the Preferred Alternative. Under the More Intense Alternative, residential land uses will facilitate more medium and high density residential development. Based on Table V-2, buildout of the residential component of the More Intense Alternative is anticipated to result in the generation of approximately 85,340 dwelling units (40,788± units in the City, and 44,552± units in the planning area), including existing and future units. Similar to the Preferred Alternative analyzed Section III, buildout of the More Intense Alternative is based upon the assumption that future residential development will occur at 75% of the maximum densities allowed. In the More Intense Alternative, areas of lands located east of Rio del Sol and immediately north of Ramon Road and west of the Coachella Valley Preserve were converted from Hillside Reserves (1 du/5 acres) to Low Density residential (0-4du/acre). An area of land located along Gerald Ford Drive, between Monterey Avenue and Portola Avenue was converted from Low Density residential (0-4 du/acre) to Medium Density residential (4-10 du/acre). The More Intense Alternative also reassigns residential land uses within the Bermuda Dunes community. Lands located adjacent and south of he Interstate-10/Umon Pacific Railroad, which were designated as Low Density residential (0-4du/acre) in the Preferred Alternative, have been given the Medium Density residential (4-10 du/acre) land use designations in the More Intense Alternative. Buildout of the More Intense Alternative provides a total of 2,112±acres or 20,243,552± square feet for commercial development (1,449± acres in the City, and 663± acres in the planning area), while 2,139 ± acres are allocated for commercial uses in the Preferred Alternative. Comparison of these two project m alternatives represents a decrease of approximately 27 ± acres of commercial development during buildout of the More Intense Alternative. The More Intense Alternative reduces Resort Commercial land uses, under the Current General Plan, and adds Industrial-Business Park and High Density Residential] r designations to lands located at the corner of Gerald Ford Drive and Cook Street. In the same vicinity, approximately a quarter mile north of Gerald Ford Drive and immediately west of Cook Street the V-8 TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V—Project Alternatives General Commercial land use designation was eliminated and replaced with Industrial-Business Park and High Density Residential land uses. The More Intense Alternative accounts for 1,908± acres or 28,252,319 ± square feet of industrial lands (613± acres in the City, and 1,295± acres in the planning area), while the Preferred Alternative includes 1,850 ± acres. The More Intense Alternative provides 58± additional acres of industrial development than the Preferred Alternative. The increase under the More Intense Alternative is reflected west of Cook Street and north of Gerald Ford, where the Industrial-Business Park Iand use designation was added, thereby, reducing Resort Commercial and replacing General Commercial land uses. The More Intense Alternative demonstrates a decrease in public/quasi public land uses. Under the More Intense Alternative, there are about 52 fewer acres of public/quasi public lands, in comparison to the Preferred Alternative. The More Intense Alternative provides approximately 1,173 acres public/quasi- public land uses (723.2± acres in the City, and 450.2± acres in the planning area). In general, the More Intense Alternative replaces public/quasi public land uses located north of Gerald Ford Drive, east of Monterey Avenue and Portola Avenue, under the Current General Plan, with High and Medium Density Residential, Neighborhood Commercial and Open Space land use designations. ar Open Space land uses in the More Intense Alternative are essentially comparable to the Preferred Alternative. The More Intense Alternative accounts for approximately 39,617 acres of Open Space land uses (1,857± acres in the City, and 37,761± acres in the planning area). The More Intense Alternative demonstrates an increase in open space land uses by 4± acres more than the total 39,621 acres provided in the Preferred Alternative. The More Intense Alternative also preserves conservation lands in the Santa 61 Rosa Mountains, the Coachella Valley Preserve and the Willow Hole/Edom Hill Preserve. V-9 `�.. r.... i..... 1h.. ft. .r..w 16A -i..J L.J L.I.A .. v ...j -%MEOW ._. .-.j _WA -.j -� Palm Desert • I I I I I I 1 Genera ! Plan _ r 1� More Intense Alternative I I I I ; �� TT FT i - , _ Legend � Roads - TownshiplRange Sections I u 1 i l i e ram. IF Railroads r■` I ' ■ ! -\ City Lim its Me Me General Sphere Plan Planning Am 7— •'t. -_- • • City he of Influence '. ��• I �_-��. I , ; � �-G-��'- a Golf course cS , Re•identiN Land Uses I I I Morhn Estates E10-1 dW ac Oeeea Estates(Fi_OE)0-1 dun 0 ac r �J HIIISIde Reserves(R.HR)1 dul5 so Ij I ILcw Dwmky(R-L)0-4 dufac I I I . , I k I �— i__-. - . __-—-- I=- Meelun DWWkY"4-10 dWac I Resldwiffal 11,110ti wme(R-MH)6-10 dWac r HIOh Oenift(R-H)10.22&gw CommeradsVindustrimV I , Business Lend Usee Regional Commercial(C-A) L. ® Community Commercial(C C) General Commercial(C-G) i \ NeWbortwod CommercW(C-iq I I - I—� Resort Commercial(C le) 11 r }� i, _ y-� • • Ofte Professional(COP) �� �''•JI t _ p -_-=�\ I �� InduevW-13usinem Park OP) r I I Other Land Uses 13 \ • r 1 PIbIklOuaef Public Facllkles F{ J 1' ;, .. ., •uI — I..— ♦ �-. , I , I ^ (CMc Center and All schools m 1 L—J y ( r r :I t ; I I --. Open Space- Parke(OSIPP) Open Space-Public Reserves(OStPR) i Open Space-PrIvate(OSAM Yrj T{` y l_ i + _) ( - I ---' Open Space-Waterway(OSIFW) - _ —� T - I I Freeway-Interstate 10 o � 1 -- I I C ,r, T r 1 y _ _ ^17—� p ..<sr- _'�'���—s� , •.Jam• � -I 1��.� r-b+`I -- I ------ i---11--- ----- - --- — ( � —l 1 I -1 rj —� _ fir_-___ ------1------�- r r ..--I I. �_ I I 11111 I • I --� -- -' -- !-- ---- ---- - Exhibit I , , V A/ I I Riverside County Location Map I i I I raw piepred err.JWy 15,2003 • ! I I I ., I I ; f ' MOP Ren.red By.n.w Inromea en Svreene J, MAN - a , '�' .I-_I -._.... __-I_,._ _ , _ �...*.�_.-•.�-_I __—__�__ .___�__—__a�__1 '-�\ � •7HtRA NOVAe [ •wdC k Ready is ll I I I I I - I it TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR we Section V-Project Alternatives Table V-2 Alternative I: More Intense Development Scenario _ Land Use Buildout Statistical Summary SOI & City/SOI & City/SOI & City/SOI& City PA City SOI &PA City SOI &PA Land Use PA Dev. PA Vacant PA Total Existing Existing Potential Potential Buildout Buildout Designation Acres Acres Acres Units Units Units' Units' Units Units R-ME Mountain Estates(0-1 du/20 ac) -/- -/- -/- 0 0 100 R-HR Residential Hillside Reserve (0-1 du/5 ac) 108.7/ 479.9/ 588.6/ 1,446.9 8,886.9 10,333.8 22,512* 6,071* 72 1,333 24,548 13,845 me R-DE Desert Estates (0-1 du/10 ac) -/40.7 -/11,258 -/11,298.7 0 844 low R-L Low Density Residential(0-4 7,866.5/ 654.6/ 8521.1/ du/ac) 4,133.6 1,865.5 5,999.1 1,964 5,597 R-M Medium Density Residential (4-10 1,307.2/ 369.3/ 1676.5/ du/ac) 211.0 902.4 1,113.4 2,770 6,768 R-MH Residential 8,002** 9,081** 16,240 30,707 Mobilehome(6- 10 du/ac) -/- /- -/- 0 0 rir R-H Iligh Density Residential(10-22 331.4/ 635.5/ du/ac) 304/3203 900.5 1,220.8 5,468 14,858 aw 9,586.4/ 1,835.2/ 11421.6/ Residential Total 4,705.6 23,813.3 29,965.8 30,514 15,152 10,274 29,400 40,788 44,552 SOI & City/SOl & City/SOI & City/SOI & City PA City SOI &PA SOI &PA PA Dev. PA Vacant PA Total Existing Existing Future Future CityTotal Total Sq. Acres Acres Acres S .Ft.Z S .Ft? S .Ft.2 S .Ft.Z S .Ft.z Ft.Z C-C Community err Commercial 63.8/20.3 118.9/3.6 182.6/23.9 611,408 194,539 1,139,442 34,500 1,750,851 229,038 C-G General 226.7/ Commercial 142.9 63/496.3 289.7/639.2 2,172,511 1,369,439 603,742 4,756,142 2,776,253 6,125,581 C-N WA Neighborhood Commercial 0.1 /- 23/- 23.2/- 958 0 220,414 0 221,372 0 C-OP Office Professional 115.8/- 55.4/- 171.2/ 1,109,735 0 530,909 0 1,640,644 0 C-R Regional Commercial 267.8/- 197.1/- 464.9/-2,566,381 01,888,849 0 4,455,230 0 C-RS Resort Commercial 210.5/- 107.2/- 317.7/-2,017,264 01,027,319 0 3,044,583 0 Commercial 884.8/ 564.5/ 1449.3/ Total 163.2 499.9 663.1624602993 1 563,978 5 410 675 4 790 64213 888 932 6 354 620 rw V-11 TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V-Project Alternatives SOI & City/SOI & City/SOI & City/SOI & City PA City SOI& PA City SOI &PA Land Use PA Dev. PA Vacant PA Total Existing Existing Potential Potential Buildout Buildout Designation Acres Acres Acres Units Units Units' Units' Units Units B-P Business Park 242.7/21.2 214.9/ 173 457.6/194.2 3,594,484 313,980 3,182,755 2,562,199 6,777,239 2,876,180 I-L Light 155.4/ 155.4/ Industrial 4442.6 442.6 657.8 1,100.40 0 6,555,083 2,301,536 9,742,281 2,301,536 16,297,364 Industrial Total 242.7/ 370.3/ 613/ 463.8 830.8 1,294.60 3,594,484 6,869,064 3,182,755 12,304,480 9,078,77519,173,544 46 OS/FW Floodways 213.6/8.9 36.9/67.3 250.5/76.2 - - - - - - OS/PP Public Parks 501.1 /- 302.5/- 803.6/- - - - - - - OS/PR Public 532.9/ 5399/ Reserve 7/ 165.5 36,944.2 37,109.70 - - - - - - OS/PV Private Open Space 262.8/ 12.6 -/562.5 262.8/575.1 - - - - - - Open Space 984.4/ 872.3/ 1,856.8/ Total 187.0 37,574.0 37,761.00 - - - - - - P/CC Civic Center 39.6/- -/- 39.6/- - - - P/S Schools 206.2/- 223.5/- 429.7/- - PF Public,Quasi- Public Facilities FWY Freeway 213.1 /42.4 40.8/ 16 253.9/58.4 - - - - - - 4336.9 336.9 454.9 54.9 4391.8 391.8 - - - - - Public/Quasi- Public Total 459/379.3 264.2/70.9 723.2/450.2 - - - - - - Total Acres 12,157.3/ 3,906.6/ 16,063.9/ 7,345.8 62,788.9 70,134.7 * Includes attached and detached single-family housing units. ** Includes multi-family housing units from two to fifty-plus and mobilehomes. ' Assumes 75%of the total number of units possible,at maximum permitted density. 2 Assumes 22%lot coverage for commercial development,and 34%lot coverage for industrial development. MW 0 V-12 im TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR y _ Section V—Project Alternatives 3. Alternative II: Less Intense Development Scenario Alternative II demonstrates a land use configuration based on less intense development than the Preferred Alternative. Although the Less Intense Alternative includes 95 more acres of residential development than the Preferred Alternative, it will result in approximately 8,200 fewer dwelling units than the Preferred Alternative. The difference is due to conversions of residential land use designations, 4 primarily on County lands located in the northern planning area of the General Plan study area. Approximately 2,050 acres designated as Desert Estate lands (0-1 du/10 acres) in the Preferred go Alternative were converted to Mountain Estates (0-ldu/20 acres) in the Less Intense Alternative. These lands generally occur south of the northern most boundary of the General Plan study area and adjacent to the Joshua Tree National Park. Limited areas of land located east of Rio del Sol, north of Ramon iW Road and abutting light industrial development densities decreased due to replacing High Density (10- 22 du/acre)residential land use with the Medium Density (4-10 du/acre) land use. Aw Residential lands located directly east and southeast of Tri Palm Estates Country Club residential development were reconfigured in the Less Intense Alternative by replacing a large portion of land designated as High Density residential with Medium Density residential land use. Within this vicinity, east of the Ivey Ranch Country Club, vacant lands proposed for Medium Density residential development were converted to Low Density residential development. Residential lands located immediately west of Washington Street and north of the I-10 freeway and industrial business-park lands, are designated as High Density residential development in the Preferred Alternative. However, the majority of these lands were reassigned as Medium Density residential lands in the Less Intense Alternative. Under the Preferred Alternative, a limited amount of Medium Density land located at the corner of Country Club and Frank Sinatra Drive is reassigned the Low Density residential designation in the Less Intense Alternative. The Less Intense Alternative amends the Preferred Alternative residential land use within the University Park planning area. The amount of Iands proposed for High Density residential development were reduced and replaced by Medium Density development, while portions of Medium Density lands were converted to Low Density. Based on Table V-3, buildout of the residential component of the Less Intense Alternative is anticipated to result in the generation of approximately 410 71,093 dwelling units (37,620± units in the City, and 33,472± units in the planning area), including existing and future units. Similar to the Preferred Alternative analyzed in Section III, buildout of the Less Intense Alternative is based upon the assumption that future residential development will occur at 75% of the maximum densities allowed. The Less Intense Alternative represents a decrease in commercial and industrial acreages in comparison iw. with the Preferred Alternative. Buildout of the Less Intense Alternative will result in 2,130± acres or 20,408,383± square feet of commercial development (1,466.4± acres in the City, and 663.1± acres in the planning area). Commercial development in the Less Intense Alternative results in 8,746,970± fewer square feet, or a 30% reduction from the 29,155,353± square feet of commercial development provided in the Preferred Alternative. The decrease in commercial land uses is represented within the boundaries of the University Park planning area. V-13 TN/City of Palm Desert Comprehensive General Plan UpdatelDraft EIR Section V—Project Alternatives Buildout of the Less Intense Alternative facilitates 1,811± acres or 26,820,154± square feet of industrial development (601.3± acres in the City, and 1,209.5± acres in the planning area), while the Preferred Alternative provides approximately 27,396,278 square feet. The Less Intense Alternative facilitates 576,124± (2.1%) less square footage of industrial development than the Preferred Alternative. Within the northern section of the General Plan study area, approximately one half mile north of the I-10 freeway, and easterly of the Ivey Ranch Country Club, light industrial lands were modified to Low Density residential land uses. The Less Intense Alternative assigns 1,173± acres as public/quasi public land use (723± acres in the City and 450± acres in the planning area), which represents 4.2% or 51± fewer acres than the Preferred Alternative. In the Preferred Alternative, public/quasi public land uses located east of Monterey Avenue and north of Gerald Ford Drive were removed and replaced by open-space parks, and medium and high density housing in the Less Intense Alternative Plan. 1W The Less Intense Alternative accounts for approximately 39,625 acres of Open Space land uses (1,863± acres in the City, and 37,761± acres in the planning area), which is essentially comparable to the Preferred Alternative's 39,621 acres. Both project alternatives follow similar open space land use rt patterns, designating the majority of lands within the General Plan Sphere-of-Influence and Planning Area as Open Space-Public Reserves. The City's sphere-of-influence includes lands in the Santa Rosa Mountains and in the planning area portion of the General Plan study area, the majority of open space lands are in the Coachella Valley Preserve and the Willow Hole/Edom Hill Preserve. V-14 I I , Palm Desert I , - JJII I I I _ General Plan Less Intense Alternative ——T ; Legend -�, Roads L--—-- hip/Ran e II - - - - - Towns g Sections - , - -4-- � Railroads City Limit. i• ,, I I "' ; Me General Plan Planning Area I ` '� i� I ---- _ • ® City Sphere of Influence Golf Course , `.. •______III I r--- I � � _-�..__�_ ' Residential Land Uses , I , I I I I C� Mountain Estates (R-ME)0-1 du/20 ac ' y I Desert Estates(R-DE)0-1 du/10 ac Hillside Reserve(R-HR) 1 du/5 ac [—I Low Density (R-L)Od dufac Medium Density(R-M)4-10 du/ac II Residential Mobllhome(RadH)6-10 dWac I I s ! High Density(R-H) 10-22 duf. T CommeraiaUlndustriall Business Land Uses ' I I � I I Regional Commercial (GR) Community Commercial (C-C) General Commercial (GG) Neighborhood Commercial (C-i) 1 I Resort Commercial (C-RS) - Is I. � 1. - • , �__' Office Professional (GOP) ` r •4_- �` I Industrial -Business Park(B P) �_i i Indttstrlal- M g p-L) lJ Other Land Uses r-'�� I � O Public/Quasi-Public Facilities F) i (Civic Center and All Schools ( - t' , _T u( 1 [ J :...- . •�f• a 1 -�-�- Open Space-Parks (OS/PP) Open Space-Public Reserves(OS/PR) Open Space-Private (OS/PV) I L Open Space-Waterway(OSIFV) Freeway interstate 10 - -I II - fr, 911t — , � -- '-: I _ c _ �• Q ---,.�—�.�•�—!`—•-�-• � --[ � I,l _ r^ -" I_`� ice' `�:r/l-� (!-,. =1 ♦ I J T • I I I dk— .�� / --I� 11 1. I � ' I _ I I t--- .Q�_j I , II Exhibit Riverside County Location Map Map Yaalen No_1 _J.._ - - __—_ ...—_ ——— Map Prepared On:July 15,2003 —1- - ter, I I, '. Map Prepared By:Aerial Information Systems r , -- 'I I 1 � I 7F.RRA T10YAe I I I S I I etas ,doopoo .• \ , I ' I I ' s epoo spoo zs000 I ' TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V-Project Alternatives Table V-3 AIternative II: Less Intense Development Scenario Land Use Buildout Statistical Summary SOI & City/SOI& City/SOI& City/Sol & City PA City SOI&PA City SOl &PA Land Use PA Dev. PA Vacant PA Total Existing Existing Potential Potential Buildout Buildout Designation, Acres Acres Acres Units Units Units, Units' Units Units R-ME Mountain ' Estates(0-1 du/20 ac) -!- -/2,049.8 -/2,049.8 0 77 R-BR Residential Wo Hillside Reserve (0-1 du/5 ac) 108.7/ 479.9/ 588.6/ 1,596.9 9,145.0 10,741.9 22,512* 6,071* 72 1,372 25,333 14,422 R-DE Desert' Estates (0-1 du/10 ac) -/40.7 -/9,609.6 -/9,650.3 0 721 R-L Low Density Residential (0-4 7871.7/ 916.3/ 8,788.0/ du/ac) 4,112.8 2,060.4 6,173.2 2,749 6,181 R-M Medium Density Residential (4-10 305.8/ du/ac) 1302.2/174 672.8 1608.1/846.8 2,294 5,046 R-MH Residential Mobilehome(6- 8,002** 9,081** 12,287 19,051 10du/ac) _/_ !- _/_ 0 0 R-1I High Density Residential (10- 120.7/ 22 du/ac) 304/290.6 298.4 424.7/589 1,992 4,924 aw 9586.E/ 1822.7/ 11,409.3/ Residential Total 6,215.0 23,836.0 30,051.0 30 514 15 152 7 106 18,32 37 620 33 472 - SOI& City/SOI & City/SOI & City/SOI& City PA City Sol &PA Sol&PA PA Dev. PA Vacant PA Total Existing Existing Future Future City Total Total Acres Acres Acres S .Ft.2 S .Ft? S .Ft.2 S .Ft? S .Ft.Z S .Ft? CC-Community go '" Commercial 63.8/20.3 106/3.6 169.8/23.9 611,408 194,539 1,015,819 34,500 1,627,227 229,038 C-G General 226.7/ Commercial 142.9 63/496.3 289.7/639.2 2,172,511 1,369,439 603,742 4,756,142 2,776,253 6,125,581 v C-N Neighborhood Commercial -/- 10.5/- 10.51- 0 0 100,624 0 100,624 0 C-OP Office Professional 115.8/- 78.9/- 194.7/- 1,109,735 0 756,114 0 1,865,849 0 C-R Regional Commercial 267.8/- 216.3/- 484.1/-2,566,381 02,072,846 0 4,639,227 0 i C-RS Resort Commercial 210.5/- 107.2/- 317.7/-2,017,264 01,027,319 0 3,044,583 0 Commercial 884.E/ 581.8/ err Total 163.2 499.9 1466.4/663.18,477,2991,563,978 5,576,464 4,790,64214,053,763 6,354,620 V-16 TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V-Project Alternatives SOI& City/SOI & City/SOI & City/SOI& City PA City SOI&PA SOI&PA PA Dev. PA Vacant PA Total Existing Existing Future Future City Total Total Acres Acres Acres Sq.Ft z Sq.Ft? Sq.Ft.2 Sq.Ft 2 Sq.Ft? Sq.Ft.' B-P Business 203.3/ Park 242.7/21.2 173.0 446/ 194.2 3,594,484 313,980 3,010,954 2,562,199 6,605,438 2,876,180 I-L Light 155.4/ 155.4/ Industrial -/380.1 635.2 1,015.30 0 5,629,433 2,301,536 9,407,566 2,301,536 15,036,999 Industrial Total 242.7/ 358.7/ 601.3/ 401.3 808.2 1,209.50 3,594,484 5,943,414 5,312,49011,969,765 8,906,97517,913,179 OS/FW Floodways 213.6/8.936.9/67.3 250.6/76.2 - - - - - - OS/PP Public �i Parks 501.1/-296.7/- 797.8/- - - - - - - OS/PR Public 545.4/ 552.4/ Reserve 7/165.5 36,944.2 37,109.7 - - - - - - OS/PV Private Open Space 262.8/ 12.6-/562.5 262.8/575.1 - - - - - - Open Space 879.1/ 1863.6/ Total 984.5/187.037,574.0 37,761.0 - - - - _ _ P/CC Civic Center 39.6/- -/ 39.6/- - - - - - P/S Schools 2062/- 223.5/- 429.7/- - - - - _ _ PF Public,Quasi- Public Facilities 213.1 /42.4 40.8/ 16 253.9/58.4 FWY Freeway -/336.9 -/54.9 -/391.8 Public/Quasi- Public Total 459/379.3 264.2/70.9 723.2/450.2 Total Acres 12157.3/ 3906.5/ 16063.9/ 7,345.8 62,789.0 70,134.8 * Includes attached and detached single-family housing units. ** Includes multi-family housing units from two to fifty-plus and mobilehomes. 'Assumes 75%of the total number of units possible,at maximum permitted density. 2 Assumes 22%lot coverage for commercial development and 34%lot coverage for industrial development D. Land Use,Environmental and Service Impacts Land Use No Project Alternative Continued implementation of the Current General Plan is expected to generate a total of approximately 14,276 or 18% fewer residential dwelling units than buildout of the Preferred Alternative. Buildout of the existing General Plan is expected to develop approximately 61% of residential units at densities ranging between 0 to 5 units maximum per acre, and the 39% balance is expected to develop at densities ranging from 5 to 25 units per acre. The existing General Plan buildout will result in approximately 14,276 fewer dwelling units than buildout of the Preferred Alternative. The difference is a direct V-17 TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V—Project Alternatives consequence of land use designation amendments to areas primarily in the southern sphere-of influence and northern portion of the General Plan study area. Lands that were designated as Open Space-Rural (1 err du/40 acres) under the current General Plan were converted to Desert Estates (1 du/10 acres), a residential land use designation, in the Preferred Alternative. The most intense land uses are located east of Monterey Avenue and west of Washington Street, between the Interstate-10 freeway and Fred Waring + Drive. In general, the Current General Plan and the Preferred Alternative follow similar land use patterns. Both project alternatives establish commercial land uses primarily along the north and the south sides of the Interstate-10 freeway and along Highway 111. However, buildout of the Current General Plan is expected to generate approximately 2,458± acres of commercial development while the Preferred iw Alternative proposes a total of 2,139± acres. This figure represents 319±more acres (3,057,329± sq. ft.) and increases the total commercial acreage under the Preferred Alternative by about 15%. Commercial land increases occur immediately east of Monterey Avenue and south of the Union Pacific Railroad/1-10 corridor where industrial land uses were converted to commercial land uses. In the south half of Section 29, lands designated as Medium and High density residential land use under the Preferred Alternative are designated as Commercial/Industrial, under the Current General Plan. Commercial land use increases also occurs at the southwest corner of Gerald Ford Drive and Cook Street. At the southeast corner of Portola Avenue and Gerald Ford Drive, about 35 acres of public/quasi public land use for future school facilities development are allocated for commercial development under the Current General Plan. Furthermore, a limited area of high density residential land located north of the I-10, approximately 1 mile west of Washington Street are designated as commercial lands in the existing General Plan. The Current General Plan is also anticipated to result in approximately 1,642± acres (24,313,937± sq. ft.) of industrial development at buildout. This number is about 208 acres (3,080,563±sq. ft.) or 11%0 less than the Preferred Alternative. The decrease resulted from land use conversions of industrial lands to commercial uses in areas located immediately east of Monterey Avenue and south of the Union Pacific 46 Railroad/I-10 corridor. Portions of lands allocated for industrial uses, located north of the 1-10, approximately 1 mile west of Washington Street were converted to medium high-density residential development. Under the Current General Plan and Preferred Alternative, industrial land uses occur primarily north and south of the Interstate-10 freeway and areas immediately east of Rio del Sol (Bob Hope extended). The Current General Plan provides approximately 1,184± acres for public/quasi-public land use, which accommodate a wide range of public service facilities, including civic centers, schools, police and fire stations, hospitals, utility substations and freeways. A comparative analysis of the Current General Plan and the Preferred Alternative indicates that there are 41± (3.4%) fewer acres of public/quasi public land use provided in the Current General Plan. Within the University Park planning area, the Current General Plan consists of low density residential and commercial/industrial development, located east of Monterey Avenue and immediately north of Gerald Ford Drive. The Preferred Alternative amends land use patterns in this area of the University Park to include lands for public/quasi public facilities. Under the Current General Plan, approximately 52,248 acres account for Open Space land uses, while approximately 39,621 acres are provided in the Preferred Alternative. In comparison, the Current General Plan represents approximately 39% or about 12,627 more acres than what is provided by the V-18 a TN/City of Palm Desert Comprehensive General Plan Update/Draft EIlt Section V-Project Alternatives 3 Preferred Alternative. Lands that were designated as Open Space-Rural (1 du/40 acres) under the Current General Plan were converted to Desert Estates (I du/10 acres), a residential land use designation, in the Preferred Alternative. Open space lands occur throughout the General Plan study area. The majority of lands within the General Plan Sphere-of-Influence and Planning Area are designated as Open Space-Public Reserves. The City's sphere-of-influence includes lands in the Santa Rosa Mountains and in the planning area portion of the General Plan study area, the majority of open space lands are in the Coachella Valley Preserve and the Willow Hole/Edom Hill Preserve. Alternative I. More Intense Development Scenario Buildout of the More Intense Alternative could facilitate approximately 6,047 (8%) more dwelling units than the total amount of residential development facilitated by the Preferred Alternative. The More Intense Alternative provides approximately 22 more residential acres than the Preferred Alternative. Under the More Intense Alternative, residential land uses will facilitate more medium and high density A residential development. In the More Intense Alternative, areas of lands located east of Rio del Sol and immediately north of Ramon Road and west of the Coachella Valley Preserve were converted from Hillside Reserves (1 du/5 acres) to Low Density residential (0-4du/acre). An area of land located along Gerald Ford Drive, between Monterey Avenue and Portola Avenue was converted from Low Density residential (0-4 du/acre) to Medium Density residential (4-10 du/acre). The More Intense Alternative also reassigns residential land uses within the Bermuda Dunes community. Lands located adjacent and south of the Interstate-I O/Union Pacific Railroad, which were designated as Low Density residential (0- 4du/acre) in the Preferred Alternative, have been given the Medium Density residential (4-10 du/acre) land use designations in the More Intense Alternative. Buildout of the More Intense Alternative provides a total of 2,112± acres for commercial development, while 2,139 ± acres are allocated for commercial uses in the Preferred Alternative. Comparison of these I two project alternatives represents a decrease of approximately 27 ± acres of commercial development during buildout of the More Intense Alternative. The More Intense Alternative reduces Resort Commercial land uses, under the Current General Plan, and adds Industrial-Business Park and High Density Residential designations to lands located at the corner of Gerald Ford Drive and Cook Street. In the same vicinity, approximately a quarter mile north of Gerald Ford Drive and immediately west of Cook Street, the General Commercial land use designation was eliminated and replaced with Industrial- Business Park and High Density Residential land uses. The More Intense Alternative accounts for 1,908± acres of industrial lands while the Preferred Alternative includes 1,850 ± acres. The More Intense Alternative provides 58± additional acres of industrial development than the Preferred Alternative. The increase under the More Intense Alternative is reflected west of Cook Street and north of Gerald Ford, where the Industrial-Business Park land use designation was added, thereby, reducing Resort Commercial and replacing General Commercial land uses. The More Intense Alternative accounts for a total 1,173± acres of public/quasi public lands, which is also about 52± (4.2%) fewer acres than that of the Preferred Alternative. In general, the More Intense Alternative replaces public/quasi public land uses located north of Gerald Ford Drive, east of Monterey Avenue and Portola Avenue, under the Current General Plan, with High and Medium Density Residential, Neighborhood Commercial and Open Space land use designations. V-19 6 TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V—Project Alternatives N The total of Open Space lands provided by the More Intense. Alternative is comparable with the Preferred Alternative. The More Intense Alternative includes a total of 39,618± acres and the Preferred Alternative includes 39,621± acres of Open Space lands. The More Intense project alternative is about 3 acres less than the Preferred Alternative and also maintains the preservation of conservation lands in the io Santa Rosa Mountains, the Coachella Valley Preserve and the Willow Hole/Edom Hill Preserve. Alternative II: Less Intense Development Scenario Although the Less Intense Alternative includes 95 more acres of residential development than the Preferred Alternative, it will result in approximately 8,200 fewer dwelling units than the Preferred Alternative. The difference is due to conversions of residential land use designations, primarily on County lands located in the northern planning area of the General Plan study area. Approximately 2,050 acres designated as Desert Estate lands (0-1 du/10 acres) in the Preferred Alternative were converted to Mountain Estates (0-ldu/20 acres) in the Less Intense Alternative. These lands generally occur south of the northern most boundary of the General Plan study area and adjacent to the Joshua Tree National Park. iw Limited areas of land located east of Rio del Sol, north of Ramon Road and abutting light industrial development densities decreased due to replacing High Density (10-22 du/acre)residential land use with the Medium Density (4-10 du/acre) land use. Residential lands located directly east and southeast of Tri Palm Estates Country Club were reconfigured in the Less Intense Alternative by replacing a large portion of land designated as High Density residential with Medium Density residential land use. Within " this vicinity, east of the Ive Ranch Country Club vacant lands y y proposed for Medium Density residential development were converted to Low Density residential development. Residential lands located immediately west of Washington Street and north of the I-10 freeway and industrial business-park lands, are designated as High Density residential development in the Preferred Alternative. However, the majority of these lands were reassigned as Medium Density residential lands in the Less Intense Alternative. Under the Preferred Alternative, a limited amount of Medium Density land located at the corner of Country Club and Frank Sinatra Drive is reassigned the Low Density w residential designation in -the Less Intense Alternative. The Less Intense Alternative amends the- Prefer red Alternative residential land use within the University Park planning area. The amount of lands proposed for High Density residential development was reduced and replaced by Medium Density development, while portions of Medium Density lands were converted to Low Density. Essentially, commercial and industrial development under the Less Intense Alternative is comparable with the Preferred Alternative. The Less Intense project scenario encompasses about 2,130 acres of commercial lands, which is about 9 acres less than the Preferred Alternative. Buildout of the Less Intense Alternative will result in 20,407,712± square feet of commercial development. The decrease in commercial land uses is represented within the boundaries of the University Park planning area. Buildout of the Less Intense Alternative facilitates 26,819,561± square feet of industrial development, x while the Preferred Alternative provides approximately 27,396,278 square feet. The Less Intense Alternative provides 567,717± (2.1%) less square footage of industrial development than the Preferred law Alternative. Within the northern section of the General Plan study area, approximately one half mile V-20 TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V—Project Alternatives north of the I-10 freeway, and easterly of the Ivey Ranch Country Club, light industrial lands were modified to Low Density residential land uses. The Less Intense Alternative assigns 1,173± acres as public/quasi public land use, which represents 4.2% or 51± fewer acres than the Preferred Alternative. In the Preferred Alternative; public/quasi public land uses located east of Monterey Avenue and north of Gerald Ford Drive were removed and replaced by open-space parks, and medium and high density housing in the Less Alternative Plan. The Less Intense Alternative accounts for approximately 39,625 acres of Open Space land uses, which is essentially comparable to the Preferred Alternative's 39,621 acres. Both project alternatives follow similar open space land use patterns, designating the majority of lands within the General Plan Sphere- of-Influence and Planning Area as Open Space-Public Reserves. The City's sphere-of-influence includes lands in the Santa Rosa Mountains, and in the planning area portion of the General Plan study area, the majority of open space lands are in the Coachella Valley Preserve and the Willow Hole/Edom Hill Preserve. i Traffic/Circulation The General Plan Traffic Study evaluated each of the four project alternatives and includes an assessment of impacts for each of the three districts (North: north of I-10; South: south of Frank Sinatra Drive; and Mid: between Sinatra and 1-10) into which the planning area was divided (see Section III-B). While intersection analysis was not conducted for these alternatives, mid-block segment analysis was conducted and is an effective baseline for comparison of the alternatives. The No Project alternative evaluated the traffic consequences of buildout of the current City and County General Plans across the entire planning area. In summary, this scenario generates the least amount of overall traffic in the planning area but generates more traffic in the Mid District than any of the others. Traffic impacts associated with each of the alternative General Plan projects are presented below. No Project Alternative As mentioned, the No Project alternative involves the buildout of the existing City and County general Plans within their respective portions of the planning area. As with the other alternatives, the highest daily traffic volumes occur most often near the 1-10 interchanges, on Washington Street, Monterey Avenue, Cook Street and Bob Hope Drive. Other projected high volume roadways include Highway l 11 and Fred Waring Drive. As is the case with all of the project alternatives, the same roadways are most impacted by buildout of the planning area. These include the following: • Monterey Avenue in the vicinity of the 1-10 ramps and between Highway I I I and El Paseo. • Portola Avenue between Frank Sinatra Drive and Country Club Drive • Cook Street in the vicinity of the 1-10 ramps and between Gerald Ford Drive and Frank Sinatra Drive • Washington Street in the vicinity of the 1-10 ramps • Dinah Shore Drive between Monterey Avenue and Portola Avenue • Varner Road in the vicinity of the proposed Portola/I-10 interchange ramps • Fred Waring Drive at locations both east and west of Washington Street V-21 TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V—Project Alternatives • Highway I 1 east of Bob Hope Drive, east of El Paseo and continuing east to Miles Avenue O In the overall, the No Project alternative results generally modestly lower traffic volumes when compared to the Preferred Alternative. One important exception is Dinah Shore Drive, which is projected to carry higher volumes than the Preferred Alternative. Generally, the differences between the it two alternatives are less than 10%. District-Based Analysis On a district basis, the No Project alternative generates approximately I I% less traffic in the North and South Districts, but more than 3% more than the Preferred Alternative in the Mid (University Park) District. This is attributable to the high number of dwelling units in this district, which better complements the high levels of jobs and trip attractions also found in this district. Comparing the balance between trip production and attraction for each district, the No Project alternative is substantially inferior to the Preferred Alternative in both the North and Mid Districts, and superior in the South District. In the overall, the No Project alternative is roughly equal to the Preferred Alternative but is generally inferior to the Preferred Alternative in terms of the desired balance between trip production and attraction. Alternative I: More Intense Development Scenario As noted at the beginning of this section, the More Intense alternative constitutes a generally modest increase in land use intensities and is limited to certain geographic areas. Overall, the More Intense alternative generates approximately 4.25% more traffic than the Preferred Alternative and about 10% more traffic than the No Project alternative. The additional traffic resulting from the More Intense alternative is generally evenly distributed and where it exceeds volumes associated with the Preferred Alternative it does so modestly. Most important and substantial differences are in the vicinity of the I-10 interchanges. A few minor and anomalous reductions in volume occur at Washington Street between Hovley lane and Country Club Drive, and on Fred Waring Drive between Eldorado and Washington Street; these differences are de minimus. The i roadways most impacted by alternative traffic are the same as those identified for the Preferred and the No Project alternatives. District-Based Analysis On a district basis, the More Intense alternative generates approximately 4.27% more traffic_in the North District and 1.2% more traffic in the South District, when compared to the Preferred Alternative. Na - Interestingly, the More Intense alternative generates about 5% less traffic than the Preferred AIternative, and this is attributable to the higher number of home-based trip attractions and productions (more homes) and the lower level of non-home based trip generation in this alternative. In the overall, the More Intense alternative is roughly equal to the Preferred Alternative but is generally inferior to the Preferred Alternative in terms of the impacts at major network components such as I-10 60 : interchanges. However, the More Intense alternative is superior to the Preferred Alternative in terms of improved balance between trip production and attraction in the Mid (University Park) District due primarily to the increased number of homes the alternative provides in this area. In the overall, therefore, V-22 TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V—Project Alternatives the More Intense Alternative is neither especially environmentally superior or inferior to the Preferred Alternative. Alternative II: Less Intense Development Scenario The Less Intense alternative represents a modest reduction in land use intensity. In the overall, this alternative generates approximately 2.8% less traffic than the Preferred Alternative, As with the other alternatives, traffic reductions resulting from the Less Intense alternative is fairly evenly distributed, with the most important and substantial differences occurring in the vicinity of the I-10 interchanges, especially on Cook Street north of I-10, and on Washington Street between Hovley Lane and Country Club Drive. Other substantial reductions occur on Washington north of Varner Road and elsewhere in the North District, where the alternative resulted in substantial reductions in residential densities. rr District-Based Analysis On a district basis, the Less Intense alternative generates approximately 5.1% less traffic in the North District and essentially the same traffic (about 0.2% less) in the South District, when compared to the Preferred Alternative. In the Mid District, the Less Intense alternative generates about 6.9% less traffic than the Preferred Alternative. In the overall, the Less Intense alternative is roughly equal to the Preferred Alternative but is generally superior to the Preferred Alternative in terms of the impacts at major network components such as 1-10 interchanges. The Less Intense alternative is essentially equivalent to the Preferred Alternative in terms of balance between trip production and attraction in the Mid (University Park) District. In the overall, therefore, the Less Intense alternative is neither modestly environmentally superior to the Preferred Alternative. Soils and Geology The General Plan study area is located in a seismically active region. The San Andreas Fault system traverses through the northern portion of the General Plan study area, thereby exposing people and structures to seismically induced hazards. In general, General Plan study areas located north and south of Interstate-10 are subject to strong winds that could result in intense wind erosion, reduce visibility, respiratory ailments and damage to properties. Ground subsidence is evident within the City limits, specifically in the area from Country Club Drive on the north, Fred Waring Drive on the south, Highway I I I on the west and Portola Avenue on the east, which has subsided as much as 0.23 feet. The threat of landslide, rock fall and slope instability exists in areas located along the base of the Santa Rosa ' Mountains as well as the Indio Hills. Development intensities occurring within and in close proximity to geotechnically unsafe areas influence the risk to life and property in the event of a geotechnical catastrophe such as earthquake. Buildout of the Current General Plan is anticipated to facilitate the lowest amount of development in the - General Plan study area and appears to expose the fewest people and properties to seismic and geotechnical hazards. The More Intense Alternative represents the highest amount of development in the General Plan study area and will likely expose the greatest number of people and properties to seismic and geotechnical hazards. Nonetheless, all project alternatives are subject to seismic and geological hazards that pose a risk to life and property. Mitigation measures set forth in Section III are expected to reduce project-related impacts to less than significant levels. However, it should be noted that risk to life V-23 TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V-Project Alternatives Table V-3 Alternative II: Less Intense Development Scenario Land Use Buildout Statistical Summary Sol& City/Sol & City/SOI& City/Sol & City PA City Sol &PA City Sol &PA Land Use PA Dev. PA Vacant PA Total Existing Existing Potential Potential Buildout Buildout Designation Acres Acres Acres Units Units Units' Units' Units Units R-ME Mountain Estates(0-1 du/20 ac) -/- -/2,049.8 -/2,049.8 0 77 R-HR Residential Hillside Reserve (0-1 du/5 ac) 108.7/ 479.9/ 588.6/ 1,596.9 9,145.0 10,741.9 22,512* 6,071* 72 1,372 25,333 14,422 R-DE Desert Estates (0-1 du/10 ac) -/40.7 -/9,609.6 -/9,650.3 0 721 R-L Low Density Residential (0-4 7871.7/ 916.3/ 8,788.0/ du/ac) 4,112.8 2,060.4 6,173.2 2,749 6,181 R-M Medium Density Residential (4-10 305.8/ du/ac) 1302.2/ 174 672.8 1608.1/846.8 2,294 5,046 R-MH Residential 8,002** 9,081** 12,287 19,051 Mobilehome(6- 10 du/ac) /- / -/ 0 0 R-H High Density Residential(10- 120.7/ 22 du/ac) 304/290.6 298.4 424.7/589 1,992 4,924 40 9586.E/ 1822.7/ 11,409.3/ Residential Total 6,215.0 23,836.0 30,0R.0 30,51 15,15 7,106 18,32 37,62 33,472 Sol & City/Sol & City/Sol & City/Sol & City PA City Sol &PA Sol &PA PA Dev. PA Vacant PA Total Existing Existing Future Future City Total Total Acres Acres Acres S .Ft.2 S .Ft 2 S .Ft.2 S .Ft.2 S .Ft.2 S .Ft.2 CC-Community + Commercial 63.8/20.3 106/3.6 169.8/23.9 611,408 194,539 1,015,819 34,500 1,627,227 229,038 C-G General 226.7/ Commercial 142.9 63/496.3 289.7/639.2 2,172,511 1,369,439 603,742 4,756,142 2,776,253 6,125,581 C-N Neighborhood Commercial -/- 10.5/- 10.5/- 0 0 100,624 0 100,624 0 C-OP Office Professional 115.8/- 78.9/- 194.7/ 1,109,735 0 756,114 0 1,865,849 0 C-R Regional Commercial 267.8/- 216.3/- 484.1/-2,566,381 02,072,846 0 4,639,227 0 C-RS Resort Commercial 210.5/- 107.2/- 317.7/-2,017,264 01,027,319 0 3,044,583 0 Commercial 884.6/ 581.8/ Total 163.2 499.9 1466.4/663.1 8,477,2991,563,978 5,576,464 4,790,64214,053,763 6,354,620 V-16 TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V-Project Alternatives SOI & City/SOI& City/SOI & City/SOI & City PA City SOI &PA SOI &PA PA Dev. PA Vacant PA Total Existing Existing Future Future City Total Total Acres Acres Acres Sq.Ft 2 Sq.Ft? Sq.Ft.Z Sq.Ft.Z Sq.Ft.' Sq.Ft? B-P Business 203.3/ Park 242.7/21.2 173.0 446/194.2 3,594,484 313,980 3,010,954 2,562,199 6,605,438 2,876,180 I-L Light 155.4/ 155.4/ Industrial -/380.1 635.2 1,015.30 0 5,629,433 2,301,536 9,407,566 2,301,536 15,036,999 Industrial Total 242.7/ 358.7/ 601.3/ 401.3 808.2 1,209.50 3,594,484 5,943,414 5,312,490 11,969,765 8,906,97517,913,179 OS/FW Floodways 213.6/8.9 36.9/67.3 250.6/76.2 - - - - - - OS/PP Public Parks 501.1/-296.7/- 797.8/- - - - - - - OS/PR Public 545.4/ 552.4/ Reserve 7/165.5 36,944.2 37,109.7 - - - - - - OS/PV Private Open Space 262.8/ 12.6-/562.5 262.8/575.1 - - - - - _ Open Space 879.1/ 1863.6/ Total 984.5/187.0 37,574.0 37,761.0 - - - - _ _ P/CC Civic Center 39.6/- -!- 39.6/- - - - - - _ P/S Schools 2062/- 223.5/- 429.7/- - - - - - - ri PF Public,Quasi- Public Facilities 213.1/42.4 40.8/ 16 253.9/58.4 - - FWY Freeway -/336.9 -/54.�� -/391.8 - - Public/Quasi- Public Total 459/379.3 264.2/70.9 723.2/450.2 - Total Acres 12157.3/ 3906.5/ 16063.9/ 7,345.8 62,789.0 70,134.8 - * Includes attached and detached single-family housing units. ** Includes multi-family housing units from two to fifty-plus and mobilehomes. 'Assumes 75%of the total number of units possible,at maximum permitted density. 2 Assumes 22%lot coverage for commercial development,and 34%lot coverage for industrial development D. Land Use,Environmental and Service Impacts " Land Use No Project Alternative Continued implementation of the Current General Plan is expected to generate a total of approximately 14,276 or 18% fewer residential dwelling units than buildout of the Preferred Alternative. Buildout of the existing General Plan is expected to develop approximately 61% of residential units at densities ranging between 0 to 5 units maximum per acre, and the 39% balance is expected to develop at densities ranging from 5 to 25 units per acre. The existing General Plan buildout will result in approximately 14,276 fewer dwelling units than buildout of the Preferred Alternative. The difference is a direct V-17 TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V—Project Alternatives i consequence of land use designation amendments to areas primarily in the southern sphere-of influence and northern portion of the General Plan study area. Lands that were designated as Open Space-Rural (1 du/40 acres) under the current General Plan were converted to Desert Estates (1 du/10 acres), a residential land use designation, in the Preferred Alternative. The most intense land uses are located east of Monterey Avenue and west of Washington Street, between the Interstate-10 freeway and Fred Waring Drive. In general, the Current General Plan and the Preferred Alternative follow similar land use patterns. Both im project alternatives establish commercial land uses primarily along the north and the south sides of the Interstate-10 freeway and along Highway 111. However, buildout of the Current General Plan is expected to generate approximately 2,458± acres of commercial development while the Preferred Alternative proposes a total of 2,139± acres. This figure represents 319± more acres (3,057,329± sq. ft.) and increases the total commercial acreage under the Preferred Alternative by about 15%. Commercial land increases occur immediately east of Monterey Avenue and south of the Union Pacific Railroad/1-10 corridor where industrial land uses were converted to commercial land uses. In the south half of Section 29, lands designated as Medium and High density residential land use under the Preferred Alternative are designated as Commercial/Industrial, under the Current General Plan. Commercial land use increases also occurs at the southwest corner of Gerald Ford Drive and Cook Street. At the southeast corner of Portola Avenue and Gerald Ford Drive, about 35 acres of public/quasi public land use for future school facilities development are allocated for commercial development under the Current General Plan. Furthermore, a limited area of high density residential land located north of the I-10, approximately 1 mile west of Washington Street are designated as commercial lands in the existing General Plan. The Current General Plan is also anticipated to result in approximately 1,642± acres (24,313,937± sq. ft.) of industrial development at buildout. This number is about 208 acres (3,080,563±sq. ft.) or I I% less than the Preferred Alternative. The decrease resulted from land use conversions of industrial lands to commercial uses in areas located immediately east of Monterey Avenue and south of the Union Pacific Railroad/I-10 corridor. Portions of Iands allocated for industrial uses, located north of the 1-10, approximately 1 mile west of Washington Street were converted to medium high-density residential development. Under the Current General Plan and Preferred Alternative, industrial land uses occur primarily north and south of the Interstate-10 freeway and areas immediately east of Rio del Sol (Bob Hope extended). The Current General Plan provides approximately 1,184± acres for public/quasi-public land use, which accommodate a wide range of public service facilities, including civic centers, schools, police and fire stations, hospitals, utility substations and freeways. A comparative analysis of the Current General Plan and the Preferred Alternative indicates that there are 41± (3.4%) fewer acres of public/quasi public land use provided in the Current General Plan. Within the University Park planning area, the Current General Plan consists of low density residential and commercial/industrial development, located east of Monterey Avenue and immediately north of Gerald Ford Drive. The Preferred Alternative amends land use patterns in this area of the University Park to include lands for public/quasi public facilities. 110 Under the Current General Plan, approximately 52,248 acres account for Open Space land uses, while approximately 39,621 acres are provided in the Preferred Alternative. In comparison, the Current General Plan represents approximately 39% or about 12,627 more acres than what is provided by the V-18 TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V—Project Alternatives Preferred Alternative. Lands that were designated as Open Space-Rural (1 du/40 acres) under the Current General Plan were converted to Desert Estates (1 du/10 acres), a residential land use designation, in the Preferred Alternative. Open space lands occur throughout the General Plan study area. The majority of lands within the General Plan Sphere-of-Influence and Planning Area are designated as Open Space-Public Reserves. The City's sphere-of-influence includes lands in the Santa A Rosa Mountains and in the planning area portion of the General Plan study area, the majority of open space lands are in the Coachella Valley Preserve and the Willow Hole/Edom Hill Preserve. Alternative I: More Intense Development Scenario Buildout of the More Intense Alternative could facilitate approximately 6,047 (8%) more dwelling units than the total amount of residential development facilitated by the Preferred Alternative. The More Intense Alternative provides approximately 22 more residential acres than the Preferred Alternative. Under the More Intense Alternative, residential land uses will facilitate more medium and high density residential development. In the More Intense Alternative, areas of lands located east of Rio del Sol and immediately north of Ramon Road and west of the Coachella Valley Preserve were converted from Hillside Reserves (1 du/5 acres) to Low Density residential (0-4du/acre). An area of land located along Gerald Ford Drive, between Monterey Avenue and Portola Avenue was converted from Low Density residential (0-4 du/acre) to Medium Density residential (4-10 du/acre). The More Intense Alternative also reassigns residential land uses within the Bermuda Dunes community. Lands located adjacent and south of the Interstate-10/Union Pacific Railroad, which were designated as Low Density residential (0- 4du/acre) in the Preferred Alternative, have been given the Medium Density residential (4-10 du/acre) land use designations in the More Intense Alternative. Buildout of the More Intense Alternative provides a total of 2,112± acres for commercial development, while 2,139 ± acres are allocated for commercial uses in the Preferred Alternative. Comparison of these two project alternatives represents a decrease of approximately 27 ± acres of commercial development during buildout of the More Intense Alternative. The More Intense Alternative reduces Resort Commercial land uses, under the Current General Plan, and adds Industrial-Business Park and High 14 Density Residential designations to lands located at the corner of Gerald Ford Drive and Cook Street. In the same vicinity, approximately a quarter mile north of Gerald Ford Drive and immediately west of Cook Street, the General Commercial land use designation was eliminated and replaced with Industrial- Business Park and High Density Residential land uses. The More Intense Alternative accounts for 1,908± acres of industrial lands while the Preferred ` Alternative includes 1,850 ± acres. The More Intense Alternative provides 58± additional acres of industrial development than the Preferred Alternative. The increase under the More Intense Alternative is reflected west of Cook Street and north of Gerald Ford, where the Industrial-Business Park land use designation was added, thereby, reducing Resort Commercial and replacing General Commercial land uses. The More Intense Alternative accounts for a total 1,173± acres of public/quasi public lands, which is also about 52± (4.2%) fewer acres than that of the Preferred Alternative. In general, the More Intense Alternative replaces public/quasi public land uses located north of Gerald Ford Drive, east of Monterey Avenue and Portola Avenue, under the Current General Plan, with High and Medium Density Residential,Neighborhood Commercial and Open Space land use designations. V-19 r�: TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V—Project Alternatives The total of Open Space lands provided by the More Intense Alternative is comparable with the Preferred Alternative. The More Intense Alternative includes a total of 39,618± acres and the Preferred Alternative includes 39,621± acres of Open Space lands. The More Intense project alternative is about 3 acres less than the Preferred Alternative and also maintains the preservation of conservation lands in the Santa Rosa Mountains, the Coachella Valley Preserve and the Willow Hole/Edom Hill Preserve. Alternative H: Less Intense Development Scenario Although the Less Intense Alternative includes 95 more acres of residential development than the Preferred Alternative, it Will result in approximately 8,200 fewer dwelling units than the Preferred Alternative. The difference is due to conversions of residential land use designations, primarily on County lands located in the northern planning area of the General Plan study area. Approximately 2,050 acres designated as Desert Estate lands (0-1 du/10 acres) in the Preferred Alternative were converted to Mountain Estates (0-ldu/20 acres) in the Less Intense Alternative. These lands generally occur south of the northern most boundary of the General Plan study area and adjacent- to the Joshua Tree National Park. Limited areas of land located east of Rio del Sol, north of Ramon Road and abutting light industrial development densities decreased due to replacing High Density (10-22 du/acre) residential land use with the Medium Density (4-10 du/acre) land use. Residential lands located directly east and southeast of Tri Palm Estates Country Club were reconfigured in the Less Intense Alternative by replacing a large portion of land designated as High Density residential with Medium Density residential land use. Within this vicinity, east of the Ivey Ranch Country Club, vacant Iands proposed for Medium Density residential development were converted to Low Density residential development. Residential lands located immediately west of Washington Street and north of the I-10 freeway and industrial business-park lands, are designated as High Density residential development in the Preferred Alternative. However, the majority of these lands were reassigned as Medium Density residential lands in the Less Intense Alternative. Under the Preferred Alternative, a limited amount of Medium Density land located at the corner of Country Club and Frank Sinatra Drive is reassigned the Low Density residential -designation in the Less Intense Alternative. The Less Intense Alternative amends the Preferred Alternative residential land use within the University Park planning area. The amount of lands proposed for High Density residential development was reduced and replaced by Medium Density development, while portions of Medium Density lands were converted to Low Density. Essentially, commercial and industrial development under the Less Intense Alternative is comparable with the Preferred Alternative. The Less Intense project scenario encompasses about 2,130 acres of commercial lands, which is about 9 acres less than the Preferred Alternative. Buildout of the Less Intense Alternative will result in 20,407,712± square feet of commercial development. The decrease in cormercial land uses is represented within the boundaries of the University Park planning area. Buildout of the Less Intense Alternative facilitates 26,819,561± square feet of industrial development, while the Preferred Alternative provides approximately 27,396,278 square feet. The Less Intense Alternative provides 567,717± (2.1%) less square footage of industrial development than the Preferred Alternative. Within the northern section of the General Plan study area, approximately one half mile V-20 TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V—Project Alternatives north of the I-10 freeway, and easterly of the Ivey Ranch Country Club, light industrial lands were modified to Low Density residential land uses. The Less Intense Alternative assigns 1,173± acres as public/quasi public land use, which represents 4.2% or 5 1± fewer acres than the Preferred Alternative. In the Preferred Alternative, public/quasi public land uses located east of Monterey Avenue and north of Gerald Ford Drive were removed and replaced by open-space parks, and medium and high density housing in the Less Alternative Plan. The Less Intense Alternative accounts for approximately 39,625 acres of Open Space land uses, which is essentially comparable to the Preferred Alternative's 39,621 acres. Both project alternatives follow similar open space land use patterns, designating the majority of lands within the General Plan Sphere- of-Influence and Planning Area as Open Space-Public Reserves. The City's sphere-of-influence includes lands in the Santa Rosa Mountains, and in the planning area portion of the General Plan study area, the majority of open space lands are in the Coachella Valley Preserve and the Willow Hole/Edom Hill Preserve. } Traffic/Circulation The General Plan Traffic Study evaluated each of the four project alternatives and includes an assessment of impacts for each of the three districts (North: north of I-10; South: south of Frank Sinatra Drive; and Mid: between Sinatra and I-10) into which the planning area was divided (see Section III-B). While intersection analysis was not conducted for these alternatives, mid-block segment analysis was conducted and is an effective baseline for comparison of the alternatives. The No Project alternative evaluated the traffic consequences of buildout of the current City and County General Plans across the entire planning area. In summary, this scenario generates the least amount of overall traffic in the planning area but generates more traffic in the Mid District than any of the others. Traffic impacts + associated with each of the alternative General Plan projects are presented below. No Project Alternative As mentioned, the No Project alternative involves the buildout of the existing City and County general Plans within their respective portions of the planning area. As with the other alternatives, the highest daily traffic volumes occur most often near the I-10 interchanges, on Washington Street, Monterey Avenue, Cook Street and Bob Hope Drive. Other projected high volume roadways include Highway I I I and Fred Waring Drive. i a�1 As is the case with all of the project alternatives, the same roadways are most impacted by buildout of the planning area. These include the following: i • Monterey Avenue in the vicinity of the I-10 ramps and between Highway I I I and El Paseo. • Portola Avenue between Frank Sinatra Drive and Country Club Drive • Cook Street in the vicinity of the 1-10 ramps and between Gerald Ford Drive and Frank Sinatra Drive • Washington Street in the vicinity of the 1-10 ramps • Dinah Shore Drive between Monterey Avenue and Portola Avenue • Varner Road in the vicinity of the proposed Portola/1-10 interchange ramps • Fred Waring Drive at locations both east and west of Washington Street V-21 ' TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V—Project Alternatives • Highway I I I east of Bob Hope Drive,east of El Paseo and continuing east to Miles Avenue In the overall, the No Project alternative results generally modestly lower traffic volumes when compared to the Preferred Alternative. One important exception is Dinah Shore Drive, which is projected to carry higher volumes than the Preferred Alternative. Generally, the differences between the two alternatives are less than 10%. District-Based Analysis On a district basis, the No Project alternative generates approximately II% less traffic in the North and South Districts, but more than 3% more than the Preferred Alternative in the Mid (University Park) District. This is attributable to the high number of dwelling units in this district, which better complements the high levels of jobs and trip attractions also found in this district. Comparing the balance between trip production and attraction for each district, the No Project alternative is substantially inferior to the Preferred Alternative in both the North and Mid Districts, and superior in the South District. In the overall, the No Project alternative is roughly equal to the Preferred Alternative but is generally inferior to the Preferred Alternative in terms of the desired balance between trip production and attraction. Alternative I: More Intense Development Scenario As noted at the beginning of this section, the More Intense alternative constitutes a generally modest increase in land use intensities and is limited to certain geographic areas. Overall, the More Intense alternative generates approximately 4.25% more traffic than the Preferred Alternative and about 10% more traffic than the No Project alternative. The additional traffic resulting from the More Intense alternative is generally evenly distributed and where it exceeds volumes associated with the Preferred Alternative it does so modestly. Most important and substantial differences are in the vicinity of the I-10 interchanges. A few minor and anomalous reductions in volume occur at Washington Street between Hovley lane and Country Club Drive, and on Fred Waring Drive between Eldorado and Washington Street; these differences are de minimus. The roadways most impacted by alternative traffic are the same as those identified for the Preferred and the No Project alternatives. District-Based Analysis On a district basis, the More Intense alternative generates approximately 4.27% more traffic in the North District and 1.2% more traffic in the South District, when compared to the Preferred Alternative. Interestingly, the More Intense alternative generates about 5% less traffic than the Preferred Alternative, and this is attributable to the higher number of home-based trip attractions and productions (more homes) and the lower level of non-home based trip generation in this alternative. In the overall, the More Intense alternative is roughly equal to the Preferred Alternative but is generally inferior to the Preferred Alternative in terms of the impacts at major network components such as I-10 w ° interchanges. However, the More Intense alternative is superior to the Preferred Alternative in terms of improved balance between trip production and attraction in the Mid (University Park) District due primarily to the increased number of homes the alternative provides in this area. In the overall, therefore, V-22 TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V—Project Alternatives the More Intense Alternative is neither especially environmentally superior or inferior to the Preferred Alternative. Alternative II: Less Intense Development Scenario The Less Intense alternative represents a modest reduction in land use intensity. In the overall, this alternative generates approximately 2.8% less traffic than the Preferred Alternative. As with the other 44 alternatives, traffic reductions resulting from the Less Intense alternative is fairly evenly distributed, with the most important and substantial differences occurring in the vicinity of the 1-10 interchanges, especially on Cook Street north of I-10, and on Washington Street between Hovley Lane and Country lei Club Drive. Other substantial reductions occur on Washington north of Varner Road and elsewhere in the North District, where the alternative resulted in substantial reductions in residential densities. District-Based Analysis On a district basis, the Less Intense alternative generates approximately 5.1% less traffic in the North District and essentially the same traffic (about 0.2% less) in the South District, when compared to the Preferred Alternative. In the Mid District, the Less Intense alternative generates about 6.9% less traffic than the Preferred Alternative. In the overall, the Less Intense alternative is roughly equal to the Preferred Alternative but is generally superior to the Preferred Alternative in terms of the impacts at major network components such as 1-10 interchanges. The Less Intense alternative is essentially equivalent to the Preferred Alternative in terms of balance between trip production and attraction in the Mid (University Park) District. In the overall, i therefore, the Less Intense alternative is neither modestly environmentally superior to the Preferred Alternative. Soils and Geology The General Plan study area is located in a seismically active region. The San Andreas Fault system traverses through the northern portion of the General Plan study area, thereby exposing people and structures to seismically induced hazards. In general, General Plan study areas located north and south of Interstate-10 are subject to strong winds that could result in intense wind erosion, reduce visibility, respiratory ailments and damage to properties. Ground subsidence is evident within the City limits, specifically in the area from Country Club Drive on the north, Fred Waring Drive on the south, Highway 11 I on the west and Portola Avenue on the east, which has subsided as much as 0.23 feet. The threat of landslide, rock fall and slope instability exists in areas located along the base of the Santa Rosa Mountains as well as the Indio Hills. 4 Development intensities occurring within and in close proximity to geotechnically unsafe areas influence the risk to life and property in the event of a geotechnical catastrophe such as earthquake. Buildout of the Current General Plan is anticipated to facilitate the lowest amount of development in the - General Plan study area and appears to expose the fewest people and properties to seismic and geotechnical hazards. The More Intense Alternative represents the highest amount of development in the General Plan study area and will likely expose the greatest number of people and properties to seismic and geotechnical hazards. Nonetheless, all project alternatives are subject to seismic and geological hazards that pose a risk to life and property. Mitigation measures set forth in Section III are expected to reduce project-related impacts to less than significant levels. However, it should be noted that risk to life , y V-23 TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V—Project Alternatives and property associated with seismic and geotechnical hazards are inevitable. Regardless of which project alternative is implemented, the City will require detailed engineering and geotechnical IW. evaluation on any proposed projects within the General Plan study area, when appropriate. Hydrology Climatic conditions in the Coachella Valley are characterized by extreme low annual precipitation due to the region's isolation from moist coastal air masses and intense aridity. However, the region is also subject to sporadic severe thunderstorms accompanied by sufficient amount of rainfall, which can rapidly saturate sandy soils in the General Plan study area. The process can eliminate soil percolation and eventually could result in substantial amounts of runoff. Based on FEMA Flood Insurance Rate Maps, parts of the General Plan study area occur within the 100- year and 500-year floodplains. The Whitewater River Channel, Palm Valley Storm Water Channel and the Deep Canyon Channel are among the flood control facilities that manage storm water runoff in the General Plan study area. However, inundation continues to be a significant threat in portions of developed and undeveloped areas of the study area. All of the lands south of the Indio Hills and north of the 1-10 freeway, within the boundaries of the northern General Plan study area, are within the 100-year and 500-year flood zones. Lands within the City limits, located south of the Whitewater River and extending to the base of the Santa Rosa Mountains, are subject to inundation associated with the 100- `� year and 500-year flood events. Development under each of the four project alternatives will include construction of new buildings, roadways, parking lots, sidewalks and other impervious surfaces, which will contribute to existing runoff. Impacts to hydrology associated with implementation of either one of the project alternatives include the potential to alter existing drainage patterns and accumulation of debris in the event of a large storm. Given that the buildout of the More Intense Alternative is anticipated to facilitate the most growth and development, it is also expected to generate the greatest impact to hydrological issues including runoff. The Current General Plan appears to be superior over the three other project alternatives since it is expected to facilitate the least amount of development upon buildout. However, each of the four project alternatives demonstrate efforts to minimize hazards associated with flooding by designating channels and other major flood control facilities in the General Plan study area as "Open Space Floodways and Waterways." In addition to the existing regional drainage system, the construction of additional flood control facilities such as the Mid-Valley Stormwater Channel are expected to manage runoff within the General Plan study area. None of the four project alternatives is considered to have any substantial impact or advantage with regard to the effectiveness of these flood control facilities. Water Quality/Resources Water Consumption The Whitewater River Subbasin is the primary water repository for the General Plan study area. Domestic water is mined from this subsurface aquifer, which underlies the majority of the study area. The Water Resources/Quality discussion in Section III of this document indicates that the Whitewater River Subbasin is currently in an overdraft condition of approximately 70,132± acre-feet per year. The V-24 TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V—Project Alternatives { subbasin is naturally recharge and supplemented by imported Colorado River distributed via the Colorado River Aqueduct. Domestic water is extracted from the Mission Creek subbasin and delivered to the Sky Valley and Indio Hills communities in the northern portion of the General Plan study area. + ' The Mission Creek is also currently in an overdraft condition and has an aggregate gross overdraft rate of 127,018± acre-feet during 2002. Supplemental recharge to this subbasin began in 2002 in addition to natural inflows. A major portion of the General Plan study area occurs within the service boundaries of the Coachella Valley Water District. The Myoma Dunes Mutual Water Company provides domestic water services to the Bermuda Dunes area. Both water service purveyors extract water from the groundwater subbasins by utilizing wells. The Coachella Valley Water District has developed water usage factors for a variety of land uses, based on usage per acre. Estimates of water consumption associated with each of the project alternatives were calculated using these factors. No Project Alternative Table V-4 No Project Alternative General Plan Buildout Water Consumption Annual Consumption Total Annual Factor(ac- Consumption Development Type ft/ac/yr) Acres (ac-ft/yr) Golf Course Developments and Large Residential Lots (_0.5 ac) 7.36 26,069 191,868 +r Apartments and Condominiums 6.36 4,548 28,925 Residential (Lots <0.5 ac) 6.09 12,686 77,258 Hotels and Motels 8.76 285 2,497 Business Offices 5.85 380 2,223 Gasoline Stations 5.12 - - Supermarket Shopping Centers (CN) 4.81 - - Public Schools 4.34 798 3,463 Mobile Home and Trailer Parks 3.71 - ++ Retail Shopping Areas 3.05 1,792 5,466 Industrial Parks & Auto Dealers 2.47 1,642 4,056 Total 48,2001 315,755 V-25 TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V—Project Alternatives Alternative I: More Intense Alternative Table V-5 More Intense Alternative _ General Plan Buildout Water Consumption Annual Consumption Total Annual Factor (ac- Development Type ft/ac/yr) Acres Consumption (ac-ft/ r) Golf Course Developments and Large Residential Lots (_0.5 ac) 7.36 23,863 175,632 Apartments and Condominiums 6.36 4,646 29,549 Residential (Lots <0.5 ac) 6.09 14,520 88,427 Hotels and Motels 8.76 318 2,786 Business Offices 5.85 823 4,815 Gasoline Stations 5.12 - �" Supermarket Shopping Centers 4.81 230 1,106 Public Schools 4.34 469 2,035 Mobile Home and Trailer Parks 3.71 Retail Shopping Areas 3.05 1,394 4,252 Industrial Parks &Auto Dealers 2.47 1,2561 3,102 Total 471519 31IJ03 w ; V-26 �r .t TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V-Project Alternatives Alternative IL• Less Intense Alternative Table V-6 Less Intense Alternative General Plan Buildout Water Consum tion Annual Consumption Total Annual Factor (ac- Consumption Development Type ft/ac/yr) Acres (ac-ft/yr) Golf Course Developments and Large Residential Lots (_0.5 ac) 7.36 24,667 181,549 Apartments and Condominiums 6.36 3,469 22,063 Residential (Lots <0.5 ac) 6.09 14,961 91,112 Hotels and Motels 8.76 318 2,786 Business Offices 5.85 835 4,885 Gasoline Stations 5.12 - Supermarket Shopping Centers 4.81 205 986 16 Public Schools 4.34 470 2,040 Mobile Home and Trailer Parks 3.71 - i Retail Shopping Areas 3.05 1,413 4,310 Industrial Parks &Auto Dealers 2.471 11171 2,892 Total 47,509 312,623 Discussions in Section III indicate that buildout of the Preferred Alternative will result in a total water consumption rate of approximately 312,562 acre-feet per year. The Less Intense Alternative is expected to generate a total yearly water consumption rate of 312,623 acre-feet, which is comparable to the Preferred Alternative. Buildout of the Current General Plan is expected to generate an annual water consumption rate of 315,755± acre-feet, which is 3,193± acre-feet of water per year over the estimated to yearly water demand for the Preferred Alternative. Of all the project alternatives, the current General Plan is anticipated to generate the highest water consumption rates. Implementation of the More Intense Alternative is expected to result in the generation of a total annual water consumption rate of 311,703± acre-feet, which is less than the annual water demand estimate for the Preferred Alternative. The More Intense project alternative is anticipated to generate the lowest water consumption rate and thereby appear to be the most favorable development scenario. However, regardless of which project alternative is implemented, the Coachella Valley Water District and the Myoma Dunes Mutual Water Company will continue to promote and encourage water conservation efforts. Continued use of tertiary treated water, drought-tolerant landscaping, water-conserving appliances and efficient irrigation systems are anticipated to alleviate direct demand on groundwater supplies. Current groundwater replenishment programs are supplementing recharge of groundwater repositories such as the Whitewater River Subbasin and the Mission Creek Subbasin. Furthermore, the mitigation measures included in Section III are expected to reduce project-related impacts to water resources to less than significant impacts and are considered to be applicable to the four project alternatives. >r V-27 4. TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V—Project Alternatives �w Water Qualm Buildout of all four project alternatives could potentially result in adverse impacts to water quality. Development type and intensities are closely associated with the generation of water pollutants that will degrade water quality in the General Plan study area. Each project alternatives is expected to facilitate construction of new roads, sidewalks, and parking lots, which collect and transport runoff that may carry water pollutants. Groundwater contamination could result when these pollutants enter natural underground water aquifers. However, regardless of which alternative is implemented, the City will continue to meet the requirements of the National Pollutant Discharge Elimination System (NPDES), 4W continue to review proposed projects and determine their potential to degrade water quality and encourage the expansion of CVWD's sewer facilities to existing and new developments. Biological Resources The General Plan study area provides a unique environment that sustains a wide range of plant and *10 animal communities. Topography in the General Plan study area includes the sand dunes and sand fields and the slopes of the Indio Hills in the northern study area, the stabilized and partly stabilized sand sheets and alluvial plains within the City limits and the steep, rugged terrain of the Santa Rosa Mountains that occurs in the study area's sphere-of-influence. The Current General Plan includes approximately 52,248 acres of Open Space lands, while 39,621± v acres are provided by the other three alternatives. Open space land use patterns are essentially similar for all four project alternatives, which preserve the majority of the Santa Rosa Mountains and vast expanses of lands in the northern portion of the General Plan study, including the Coachella Valley Preserve and ift the Willow Hole/Edom Hill Preserve, by assigning Open Space-Public Reserves land use designations to these areas. The Open Space-Public Reserves designation allows for the protection of natural habitats, which are occupied by common and sensitive biological species such as the peninsular bighorn sheep, to the Coachella Valley fringe-toed lizard, the Coachella Valley milk-vetch and the Mecca Aster. None of the project alternatives provide for future development within floodways or drainage channels_ Continued growth and development within the General Plan study area will result in the removal of natural vegetation and wildlife from disturbed sites, regardless of variation in development and land use intensities. Implementation of any one of the project alternatives could potentially create environments incompatible for the survival of native biological species by introducing non-native plant species, some of which could be invasive and toxic. I ow The Current General Plan and the Less Intense Alternative appear to be the most favorable of all the project alternatives. Impacts to biological resources associated with site and human disturbances are likely to be less given that both project alternatives are anticipated to generate the least number of residential units near or adjacent to conservation areas in the northern and southern portions of the General Plan study area. The More Intense and Preferred project alternatives will likely result in the greatest impacts to biological resources within the General Plan study area. Both of these project alternatives are expected to permit medium to high density residential developments adjacent to or near conservation areas within the 40 General Plan study area and are likely to result in more site and human disturbances. Regardless of which project alternative is implemented, the City will continue its efforts to support the development of habitat conservation plans and comply with federal and state regulations with regards to V-28 TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V—Project Alternatives 1 the protection of sensitive biological species. The City will continue to require biological studies, where necessary to evaluate the presence of biological species prior to development, and to provide adequate site-specific mitigation measures. Cultural Resources Cultural Resources within the General Plan study area consist of prehistoric settlement sites associated with the Desert Cahuilla tribe and historical structures and features, which include single-family 5 residences. Impacts to cultural resources within the General Plan study area appear to be equal with each of the four alternative plans. Although development intensities vary with each alternative, the patterns of urban development and affected lands are generally the same. All four alternatives are subject to state 1 and federal regulations regarding the identification and protection of cultural resources. The potential impacts associated with each of the alternatives are anticipated to be similar to one another. Air Quality Calculations of the aggregated daily emissions associated with each of the four project alternatives are provided in the air quality tables below. Also calculated are the District-based moving (traffic) ' emissions for each of the three districts and the aggregation of moving emissions for each of the General Plan alternatives. The analysis indicates that emissions for all project alternatives are projected to exceed 4 N SCAQNID's threshold criteria (also see Section III-G). However, these estimates represent pollutants being emitted upon buildout of the General Plan. i As noted in Section III-G, buildout of the General Plan study area will result in an incremental increase in the generation of air pollutants in the City of Palm Desert and the region. Continued development occurring in the General Plan study area will make a cumulative contribution, albeit limited, to air quality impacts in other regions. In determining the significance of air pollution emissions associated with the buildout of the City General Plan, SCAQNID notes that: "If the project is to be built out over a series of years, then the project emissions should be compared to the projected future baseline (without mitigation) for the years corresponding to project phasing and/or buildout year."' The projected future baseline for the Coachella Valley will be affected less by future growth in the Palm Desert General Plan area and more from growth in other valley communities with large amounts of affordable land available for development. Regardless of the alternative, buildout of the General Plan study area will occur over time, and emissions identified in the following tables will not be reached for many years, if ever. It is also expected that future emissions levels will decrease with the introduction of new and enhanced technologies, many of which are coming on-line now. Nonetheless, it is difficult to determine the 4 impacts of new technology, and even projected future rates of emissions for vehicular traffic cannot be considered as definitive. Trip Length The same emission factors used in analyzing the Preferred General Plan are used here for all alternatives. However, differing trip lengths were used for each of the other alternatives and for each I "CEQA Air Quality Handbook," prepared by South Coast Air Quality Management District,April 1993. V-29 TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V—Project Alternatives district within each alternative. The average trip length for each district within each alternative was estimated based upon the degree to which each district and alternative was able to balance trip production and attraction. The better the overall balance the shorter the trip length. Other factors were also considered, including the ability of the land use mix in each district and alternative to capture passer-by travelers, versus those that were drawing travelers from farther afield (regional shopping facilities, for instance). Another important consideration was the number and proximity of residences (Home-Based Production) compared to attractions. The traffic model relies upon such socio-economic data to generate and distribute trips. No Project Alternative/Aggregate Emissions Table V-7 provides the calculated aggregate daily emissions for the No Project alternative (Existing General Plans). Tables V-8 through V-10 provide the post 2020 moving exhaust emission projections associated with each of the districts of the General Plan study area. Moving emissions calculations for all alternatives are derived by using emission factors established by SCAQMD, which are based on the EMFAC 2002 (version 2.2)model. Table V-7 Alternative I: No Project Alternative (Existing General Plans) _ Anticipated Aggregate Daily Project-Related Emissions (lbs.-day) Total SCAQMD Stationary Moving Source Anticipated Threshold Source Emissions Emissions Emissions Criteria* Power Nat.Gas Vehicles Total lbs. Total lbs. Plants Consumption Emissions Per day Per day Carbon Monoxide 548,71 368.43 20,794.66 21,163.09 550.00 Nitrogen Oxides 3,155.14 1,722.10 2,014.80 6,892.04 100.00 Sulfur Oxides 329.23 negligible 42.17 371.40 150.00 Particulates 109.74 3.68 571.64 685.06 150.00 ROCS 27.43 97.64 2,591.13 2,716.20 75.00 *Threshold criteria offered 6Y the South Coast Air Quality Management District for assistance in determining the significance of air quality impacts.Source: "CEQA Air Quality Handbook,"prepared by South Coast Air Quality Management District,April 1993. w�v t rrr �r V-30 TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V—Project Alternatives In the aggregate, the No Project alternative is only modestly superior to the Preferred Alternative and then only in three of the five pollutants measured. For the various pollutants analysed, this alternative reduces total emissions as follows: CO: 0.9%; NOX: 4.1%; SOX: 4.3%. The alternative exceeds the Preferred Alternative in the emission of the following pollutants and by the percentages indicated: Particulates: 0.8%; ROCs: 1.5%. No Project Alternative/Moving Emissions Analysis The following provides a brief comparison of moving emissions for this alternative, versus the Preferred Alternative, on a district basis. Based upon this comparison, the following can be concluded. In the North District (north of I-10), the Preferred Alternative is significantly superior to the No Project alternative, with the current General Plans and associated imbalance between trip production and attraction, generating more than 20% more pollutants. = 4 In the Mid District (between 1-10 and Frank Sinatra Drive, aka University Park), the No Project alternative generates 23.7% more vehicle pollutants (moving emissions) than the Preferred Alternative, this being partially due to less favorable land use complements and increased trip length. In the South District (south of Frank Sinatra Drive), the No Project Alternative generates 11.7% less pollutants than the Preferred Alternative. Averaging emissions across the three districts, the No Project Alternative generates more than 2% more moving emission pollutants than the Preferred Alternative. Clearly, the Preferred Alternative is superior to the No project alternative, with significant reductions being realized in the North and Mid Districts. Table V-8 No Project Alternative: Existing General Plan/North District Moving Exhaust Emission Projections Post 2020 (pounds per day) Ave.Trip Total Total No. Vehicle Trips/Day Length (miles) miles/day 296,513 x 4 = 1,186,052 Pollutant ROG CO NOx SOX PM10 Pounds at per day 655.89 5,263.70 510.00 10.67 144.70 Based on California Air Resources Board Highest EMFAC 2002 (version 2.2) Emissions Factors for On-Road Vehicles. Based upon Year 2020 emission factors. All the emission factors account for the emissions from start, running and idling exhaust.In addition, the ROG emission factors take into account diurnal,hot soak, running and resting emissions, and PM10 z emission factor accounts for the tire and brake wear. + fi V-31 TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V—Project Alternatives Table V-9 No Project Alternative: Existing General Plan/Mid District Moving Exhaust Emission Projections Post 2020 (pounds per day) Ave. Trip Total Total No. Vehicle Trips/Day Length (miles) miles/day 165,796 x 6 = 994,776 Pollutant ROG CO NOx Sox PM10 Pounds at per day 550.11 4,414.82 427.75 8.95 121.36 Based on California Air Resources Board Highest EMFAC 2002 (version 2.2) Emissions Factors for On-Road Vehicles. Based upon Year 2020 emission factors. All the emission factors account for the emissions from start, running and idling rr exhaust.In addition, the ROG emission factors take into account diurnal, hot soak, running and resting emissions, and PM10 emission factor accounts for the tire and brake wear. ++ Table V-10 No Project Alternative: Existing General Plan/South District Moving Exhaust Emission Projections Post 2020 (pounds per day) Ave.Trip Total Total No. Vehicle Trips/Day Length (miles) miles/day 500,953 x 5 = 2,504,765 Pollutant ROG CO NOx Sox PM10 Pounds at per day 1,385.14 11,116.15 1,077 05 22.54 305.58 Based on California Air Resources Board Highest EMFAC 2002 (version 2.2) Emissions Factors for On-Road Vehicles. Based upon Year 2020 emission factors. All the emission factors account for the emissions from start, running and idling exhaust. In addition, the ROG emission factors take into account diurnal, hot soak, running and resting emissions, and PM10 emission factor accounts for the tire and brake wear. Table V-11 No Project Alternative: Existing General Plan Summary Table Moving Exhaust Emission Projections Post 2020 (pounds per day) Pollutant ROG CO NOx Sox PM10 vw North District 655.89 5,263.70 510.00 10.67 144.70 Mid District 550.11 4,414.82 427.75 8.95 121.36 South District 1,385.14 11,116.15 1,077.05 22.54 305.58 Total Pounds per day 2,591.13 20,794.66 2,014.80 42.17 571.64 More Intense Alternative/Aggregate Emissions Table V-12 provides the calculated aggregate daily emissions for the More Intense alternative. In the aggregate, the More Intense alternative is substantially inferior to the Preferred Alternative. For the various pollutants analysed, this alternative increases total emissions as follows: CO: 15.2%; NOX: V-32 TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V—Project Alternatives 6.7%; SOX: 4.8%.; Particulates: 13.6%; ROCs: 15.1%. The analysis indicates that, in the aggregate, the More Intense alternative generates substantially more pollutants than the Preferred Alternative. Table V-12 Alternative I: More Intense Alternative Anticipated Aggregate Daily Project-Related Emissions (lbs.-day) Total SCAQMD 1 Stationary Moving Source Anticipated Threshold Source Emissions Emissions Emissions Criteria* Power Nat.Gas Vehicle Total lbs. Total lbs. Plants Consumption Emissions Per day Per day Carbon Monoxide 598.55 426.41 23,574.21 24,599.17 550.00 Nitrogen Oxides 3,441.63 1,966.16 2,284.12 7,691.91 100.00 Sulfur Oxides 359.12 negligible 47.81 406.93 150.00 Particulates 119.71 4.26 648.05 772.02 150.00 ROCs 29.93 113.00 2,937.48 3,080.41 75.00 *Threshold criteria offered by the South Coast Air Quality Management District for assistance in determining the significance of air quality impacts. Source: "CEQA Air Quality Handbook,"prepared by South Coast Air Quality Management District,April 1993. More Intense Alternative/Moving Emissions Analysis The following provides a brief comparison of moving emissions for.this alternative, versus the Preferred Alternative, on a district basis. Based upon this comparison, the following can be concluded. In the North District, the Preferred Alternative is significantly superior to the More Intense alternative, with the More Intense alternative and associated increased trip length, generating approximately 74% more 11 pollutants. In the Mid District, the More Intense alternative generates 5% less vehicle pollutants (moving emissions) than the Preferred Alternative, due to the increased land use and travel efficiencies gained from the higher number of dwelling units in proximity to work, institutional and commercial services. In the South District, the More Intense alternative generates 1.2% more pollutants than the Preferred Alternative. Averaging emissions across the three districts, the More Intense Alternative generates more than 15.7% more moving emission pollutants than the. Preferred Alternative. Clearly, the Preferred Alternative is superior to the More Intense alternative. However, it is worth noting that intensification of residential development in the Mid District continues to improve overall vehicle-related air quality in that district. All ffi V-33 TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V—Project Alternatives Table V-13 ' More Intense Alternative/North District Moving Exhaust Emission Projections Post 2020 (pounds per day) Ave. Trip Total Total No. Vehicle Trips/Day Length (miles) miles/day 343,215 x 5 = 1,716,075 Pollutant ROG CO NOx Sox PM10 Pounds per day 948.99 7,615.94 737.91 15.44 209.36 Based on California Air Resources Board Highest EMFAC 2002 (version 2.2) Emissions Factors for On-Road Vehicles. Based upon Year 2020 emission factors. All the emission factors account for the emissions from start, running and idling exhaust. In addition, the ROG emission factors take into account diurnal, hot soak, running and resting emissions, and PM10 emission factor accounts for the tire and brake wear. tip Table V-14 More Intense Alternative/Mid District Moving Exhaust Emission Projections Post 2020 „ (pounds per day) Ave.Trip Total Total No. Vehicle Trips/Day Length (miles) miles/day 152,739 x 5 = 763,695 Pollutant ROG CO NOx sox PM10 40 Pounds per day 422.32 3,389.28 328.39 6.87 93.17 Based on California Air Resources Board Highest EMFAC 2002 (version 2.2) Emissions Factors for On-Road Vehicles. Based upon Year 2020 emission factors. All the emission factors account for the emissions from start, running and idling Orr exhaust. In addition, the ROG emission factors take into account diurnal, hot soak, running and resting emissions, and PM10 emission factor accounts for the tire and brake wear. Table V-15 More Intense Alternative/South District Moving Exhaust Emission Projections Post 2020 (pounds per day) Ave. Trip Total Total No. Vehicle Trips/Day Length (miles) miles/day 566,426 x 5 = 2,832,130 Pollutant ROG CO NOx Sox PM10 Pounds per day 1,566.17 12,568.99 1,217.82 25.49 345.52 Based on California Air Resources Board Highest EMFAC 2002 (version 2.2) Emissions Factors for On-Road Vehicles. Based upon Year 2020 emission factors. All the emission factors account for the emissions from start, running and idling exhaust. In addition, the ROG emission factors take into account diurnal, hot soak,running and resting emissions, and PM10 emission factor accounts for the tire and brake wear. �w V-34 TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V-Project Alternatives Table V-16 More Intense Alternative Summary Table Moving Exhaust Emission Projections Post 2020 (pounds per day) Pollutant ROG CO NOx Sox PM10 North District 948.99 7,615.94 737.91 15.44 209.36 Mid District 422.32 3,389.28 328.39 6.87 93.17 South District 1,566.17 12,568.99 1,217.82 25.49 345.52 Total Pounds per day 2,937.48 23,574.21 2,284.12 47.81 648.05 Less Intense Alternative/Aggregate Emissions Table V-17, below, provides the calculated aggregate daily emissions for the Less Intense alternative. In the aggregate, the Less Intense alternative is inferior to the Preferred Alternative. For the various pollutants analysed, this alternative increases total emissions as follows: CO: 7%; Particulates: 5.4%; ROCS: 6.9%. Alternatively, the Less Intense alternative results in an aggregate reduction in the following pollutants: NOX: 1.5%; SOX: 2.1%. The analysis indicates that, in the aggregate, the Less Intense alternative generates substantially more pollutants than the Preferred Alternative. Table V-17 Alternative II: Less Intense Alternative Anticipated Aggregate Daily Project-Related Emissions (lbs.-day) Total SCAQMD Stationary Moving Source Anticipated Threshold Source Emissions Emissions Emissions Criteria* Power Nat.Gas Vehicle Total lbs. Total lbs. Plants Consumption Emissions Per day Per day Carbon Monoxide 549.17 386.45 21,918.86 22,854.48 550.00 Nitrogen Oxides 3,157.76 1,797.79 2,123.73 7,079.28 100.00 Sulfur Oxides 329.51 negligible 44.45 373.96 150.00 Particulates 109.84 3.86 602.55 716.25 150.00 ROCS 27.46 102.41 2,731.21 2,861.08 75.00 *Threshold criteria offered by the South Coast Air Quality Management District for assistance in determining the significance of air quality impacts.Source: "CEQA Air Quality Handbook,"prepared by South Coast Air Quality Management District,April 1993. Less Intense Alternative/Moving Emissions Analysis The following provides a brief comparison of moving emissions for this alternative, versus the Preferred Alternative, on a district basis. Based upon this comparison, the following can be concluded. In the North District (north of I-10), the Preferred Alternative is significantly superior to the Less Intense alternative, with the Less Intense alternative and associated increased trip length, generating approximately 26.5% more pollutants. In the Mid District, the Less Intense alternative generates 11.6% more vehicle pollutants (moving emissions) than the Preferred Alternative, due to increased average trip length, and the decreased land use and travel efficiencies resulting from the lower number of dwelling units in proximity to work, institutional and commercial services. This results in the drawing of more V-3S i TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Wo Section V—Project Alternatives trips from outside the area and lengthening the average trip. In the South District, the Less Intense and Preferred Alternatives are essentially equivalent in their emission of vehicle pollutants. The Less Intense alternative generates 0.2% more pollutants than the Preferred Alternative. Averaging emissions across the three districts, the Less Intense Alternative generates more than 7.6% more moving emission pollutants than the Preferred Alternative. Clearly, the Preferred Alternative is superior to the Less Intense alternative, Again, it is worth noting that reduction of residential development in the Mid District continues to increase trips from outside the district, increase overall trip length and increase overall vehicle-related pollutant emissions. Table V-18 Less Intense Alternative/North District Moving Exhaust Emission Projections Post 2020 (pounds per day) Ave. Trip Total Total No. Vehicle Trips/Day Length (miles) miles/day 312,345 x 4 = 1,249,380 W Pollutant ROG CO NOx Sox PM10 Pounds per day 690.91 5,544.75 537.23 11.24 152.42 Based on California Air Resources Board Highest EMFAC 2002 (version 2.2) Emissions Factors for On-Road Vehicles. sir Based upon Year 2020 emission factors. All the emission factors account for the emissions from start, running and idling exhaust. In addition, the ROG emission factors take into account diurnal, hot soak, running and resting emissions, and PMIO emission factor accounts for the tire and brake wear. imp Table V-19 Less Intense Alternative/Mid District r Moving Exhaust Emission Projections Post 2020 (pounds per day) Ave. Trip Total 60 Total No. Vehicle Trips/Day Length (miles) miles/day 149,614 x 6 = 897,684 Pollutant ROG CO NOx Sox PM10 Pounds per day 496.42 3,983.92 386.00 8.08 109.52 Based on California Air Resources Board Highest EMFAC 2002 (version 2.2) Emissions Factors for On-Road Vehicles. Based upon Year 2020 emission factors. All the emission factors account for the emissions from start, running and idling exhaust. In addition, the ROG emission factors take into account diurnal, hot soak, running and resting emissions, and PM10 emission factor accounts for the tire and brake wear. it aw V-36 TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V—Project Alternatives Table V-20 Less Intense Alternative/South District Moving Exhaust Emission Projections Post 2020 (pounds per day) Ave. Trip Total Total No. Vehicle Trips/Day Length (miles) miles/day 558,368 x 5 = 2,791,840 rr Pollutant ROG CO NOx Sox PM10 Pounds per day 1,543.89 12,390.19 1,200.49 25.13 340.60 Based on California Air Resources Board Highest EMFAC 2002 (version 2.2) Emissions Factors for On-Road Vehicles. Based upon Year 2020 emission factors. All the emission factors account for the emissions from start, running and idling exhaust. In addition, the ROG emission factors take into account diurnal, hot soak, running and resting emissions, and PM10 emission factor accounts for the tire and brake wear. Table V-21 Less Intense Alternative Summary Table Moving Exhaust Emission Projections Post 2020 (pounds per day) Pollutant ROG CO NOx Sox PM10 +» North District 690.91 5,544.75 537.23 11.24 152.42 Mid District 496.42 3,983.92 386.00 8.08 109.52 South District 1,543.89 12,390.19 1,200.49 25.13 340.60 Total Pounds per day 2,731.21 21,918.86 2,123.73 44.45 602.55 Noise A thorough analysis of noise impacts was conducted for the Preferred Alternative General Plan, including the three other project alternatives. A detailed technical report was prepared and can be found in its entirety in the technical appendices of this EIR. A total of forty-eight roadway segments throughout the General Plan study area were evaluated and estimates are projected for the CNEL noise 1 contour boundaries for the 55, 60, 65, and 70 dBA noise levels and CNEL exterior noise level at a distance of 100 feet from the roadway centerline for each project alternative. A summary of noise impacts associated with the No Project, More Intense, and Less Intense project alternatives are provided below. V-37 TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V—Project Alternatives Table V-22 imp Existing General Plan Buildout Noise Contours DISTANCE TO CONTOUR(FEET) CNEL AT 100 aow FEET 70 dBA 65 dBA 60 dBA 55 dBA ROAD SEGMENT (dBA) CNEL CNEL CNEL CNEL Monterey Av. From Varner Rd.to I-10 Fw . 74.6 201 434 934 2,01 ontere Av. North of Gerald Ford Dr. 74.0 183 395 851 1,83 Monterey Av. From Gerald Ford Dr.to Frank Sinatra Dr. 72.9 155 334 720 1,551 Monterey Av. From Frank Sinatra Dr.to.Country Club Dr. 72.8 153 330 711 1,531 Monterey Av. North of Magnesia Falls Dr. 73.5 170 367 791 1,70 Monterey Av. rom Fred Waring to SR-111 72.3 143 308 664 1,43 Portola Av. From Gerald Ford Dr.to Frank Sinatra Dr. 72.6 148 320 689 1,48 ortola Av. From Frank Sinatra Dr.to Country Club Dr. 73.3 165 356 767 1,65 Portola Av. North of Magnesia Falls Dr. 71.9 133 287 618 1,331 Portola Av. From Fred Waring to SR-I I 1 71.3 121 261 563 1,21 Chase School Rd. From Ramon Rd.to Varner Rd. 70.9 115 248 535 1,15 ook St. South of Gerald Ford Dr. 75.1 219 473 1,019 2,1951 Cook St. rom Frank Sinatra Dr.to Country Club Dr. 74.0 186 401 864 1,861 Cook St. North of Fred Waring Dr. 73.3 165 356 767 1,65 I Dorado Dr. South of Country CIub Dr. 66.8 62 133 286 61 Washington St. North of Avenue 38 68.7 82 177 380 82 Washington St. North of Varner Rd. 75.5 231 498 1,072 2,31 Washington St. Country Club to 42nd Av. 74.1 187 404 870 1,87 Washington St. North of Fred Waring Dr. 74.3 193 416 896 1,93 amon Rd. East of Monterey Av. 68.2 76 163 351 755 r Varner Rd. West of Chase School Rd. 72.2 140 303 652 1,40 Varner Rd. From Chase School Rd.to Avenue 38 72.3 141 305 656 1,41 Gerald Ford Dr. From Monterey Av.To Portola Av. 74.0 185 398 858 1,84 Gerald Ford Dr. From Portola Rd.to Cook St. 73.1 162 349 752 1,62 Frank Sinatra Dr. From MontereyAv.To Portola Av. 72.1 137 295 636 1,37 Frank Sinatra Dr. From Portola Av.To Cook St. 71.5 126 272 586 1,26 Avenue 38 From Varner Rd.to Washington St. 71.7 130 281 605 1,30 ountr Club Dr. From MontereyAv.To Portola Av. 71.0 116 251 541 1,16 ountry Club Dr. From Portola Rd.to Cook St. 72.1 137 296 638 1,37 ountry Club Dr. From Cook St.to El Dorado Dr. 72.5 147 318 684 1,47 ft ountry Club Dr. West of Washin ton St. 73.4 168 362 779 1,67 [OvleyLn.East rom Portola Av.To Cook St. 69.0 85 183 395 851 Hovley Ln.East East of Cook St. 70.6 110 238 513 1,10 Hovley Ln.East West of Washington St. 69.8 96 208 447 964 Fred Waring Dr. West of Monterey Av. 70.8 112 242 521 1,12 Fred Waring Dr. West of Portola Av. 73.8 178 383 826 1,77 Fred WaringDr. East of Cook St. 74.5 200 430 926 1,99 Fred WaringDr. West of Washington St. 74.7 206 444 957 2,06 R-111 North of Fred WaringDr. 75.7 239 515 1,109 2,38 R-I I I West of Monterey Av. 73.8 180 387 834 1,79 V-38 aw TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V—Project Alternatives R-111 West of Portola Av. 75.0 215 463 998 2,15 SR-111 East of Cook St. 76.0 251 540 1,164 2,50 l -10 Fw . North of Bob Hope Dr. 91.2 2,587 5,574 12,009 25,87 -10 Fwy. From Bob Hope Dr.to Monterey Ave. 91.4 2,666 5,744 12,375 26,66 -10 Fwy. From Monterey Ave.to Portola Ave. 91.5 2,730 5,8821 12,672 27,301 -10 Fw . From Portola Ave.to Cook St. 91.7 21785 5;999 12,925 27,84 -10 Fwy. From Cook St.to Washington St. 91.6 2,741 5,904 12,720 27,405 -10 Fwy. South of Washington St. 91.1 2,538 5,468 11,781 25,381 1 No Project Alternative Table V-22 illustrates the Existing General Plan noise contours. The No Project Alternative will have the least number of roadway segments that will generate the highest CNEL noise level in one particular location. Under the No Project Alternative, this condition only occurs at 100 feet from the centerline of Avenue 38 to Varner Rd and vice versa to Washington Street, due to vehicular'traffic generated by the Del Webb Sun City residential development and existing development in this particular area. However, the existing General Plan is anticipated to have the least adverse impacts to the noise environment, given that 35 (72%) of the 48 roadway segments modeled, are anticipated to generate the lowest of CNEL exterior noise level measured 100 feet from the centerline of the roadway at the same locations. According to the Table V-22, at various locations of the 48 roadway links modeled, under the No Project Alternative, a range of distances between 133 feet to 5,999 (over 1 mile) is necessary, in order to meet the 65 dBA CNEL noise standard for residential developments as established by the City of Palm Desert. Table V-23 More Intense Alternative 4 Buildout Noise Contours DISTANCE TO CONTOUR(FEET) CNEL AT 100 FEET 70 dBA 65 dBA 60 dBA 55 dBA ROAD SEGMENT (dBA) CNEL CNEL CNEL CNEL Monterey Av. From Varner Rd.to I-10 Fw . 74.7 2071 447 962 2,07-- Monterey Av. North of Gerald Ford Dr. 74.2 191 411 885 1,90 Monterey Av. From Gerald Ford Dr.to Frank Sinatra Dr. 73.2 163 351 757 1,63 Monterey Av. From Frank Sinatra Dr.tofountry Club Dr. 73.3 167 359 774 1,66 Monterey Av. North of Magnesia Falls Dr. 73.9 182 392 844 1,81 Monterey Av. From Fred Waring to SR-111 72.7 1501 324 698 1,50 Portola Av. From Gerald Ford Dr.to Frank Sinatra Dr. 72.8 154 333 717 1,54 Portola Av. From Frank Sinatra Dr.to Country Club Dr. 73.5 170 367 791 1,70 Portola Av. North of Magnesia Falls Dr. 72.0 137 294 634 1,36 Portola Av. From Fred Waring to SR-111 71.4 124 267 574 1,23 Chase School Rd. From Ramon Rd.to Varner Rd. 73.3 1671 359 773 1,66 ook St. South of Gerald Ford Dr. 75.6 2361 509 1,097 2,364 ook St. From Frank Sinatra Dr. to Country Club Dr. 74.7 205 442 9531 2105 ook St. North of Fred Waring Dr. 73.7 176 379 816 [,757 lid V-39 TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V—Project Alternatives 1 Dorado Dr. South of Counqy Club Dr. 68.5 79 170 366 78 Washington St. North of Avenue 38 69.7 95 204 440 94 Washington St. North of Varner Rd. 75.6 237 510 1,100 2,36 Washington St. Country Club to 42nd Av. 74.4 197 424 914 1,96 Washington St. North of Fred Waring Dr. 74.5 200 430 926 1,99 Ramon Rd. ast of Monterey Av. 71.0 116 250 539 1,161 Varner Rd. West of Chase School Rd. 72.5 148 318 685 1,47 Aw Varner Rd. From Chase School Rd.to Avenue 38 73.2 164 353 760 1,63 Gerald Ford Dr. From Monterey Av.To Portola Av. 74.3 192 414 892 1,921 Gerald Ford Dr. From Portola Rd.to Cook St. 73.3 165 356 767 1,65 Frank Sinatra Dr. From MontereyAv.To Portola Av. 72.5 146 314 676 1,45 Frank Sinatra Dr. From Portola Av.To Cook St. 72.2 140 302 651 1,40 Avenue 38 From Varner Rd.to Washington St. 71.4 125 269 579 1,24 60 Country Club Dr. From Monterey Av.To Portola Av. 72.0 135 291 628 1,35 Country Club Dr. From Portola Rd.to Cook St. 72.6 148 319 687 1,481 Country Club Dr. From Cook St. to El Dorado Dr. 73.4 168 363 782 1,68 40 Country Club Dr. West of Washington St. 74.0 185 399 860 1,85 Hovley Ln.East From Portola Av.To Cook St. 69.0 86 185 399 85 Hovley Ln.East East of Cook St. 72.0 136 294 633 1,36 10 Hovley Ln.East West of Washin ton St. 70.3 105 225 486 1,04 Fred Waring Dr. West of Monterey Av. 71.7 130 279 601 1,29 Fred Waring Dr. West of Portola Av. 73.8 178 384 827 1,78 40 Fred Waring Dr. East of Cook St. 75.2 223 481 1,037 2,23 Fred Waring Dr. West of Washington St. 74.8 209 450 969 2,08 R-111 North of Fred Waring Dr. 75.8 242 522 1,125 2,42 R-11 I West of Monterey Av. 73.9 182 392 846 1,82 R-111 West of Portola Av. 75.2 221 476 1,025 2,20 SR-111 East of Cook St. 76.2 258 555 1,196 2,57 NO -10 Fw . North of Bob Hope Dr. 91.2 2,597 5,595 12,055 25,971 -10 Fw . From Bob Hope Dr.to Monterey Ave. 91.4 2,677 5,768 12,428 26,77 -10 Fwy. From Monterey Ave.to Portola Ave. 91.6 2,753 5,930 12,776 27,52 -10 Fwy. From Portola Ave.to Cook St. 91.7 2,793 6,016 12,962 27,92 I-10Fwy. From Cook St.to Washington St. 91.6 1 2,7371 5,896 12,702 27,36 -10 Fwy. South of Washington St. 91.1 2,541 ,5,474 11,793 25,40 rir More Intense Project Alternative Table V-23 shows the noise contours for the More Intense Alternative. Analysis of the four project alternatives, indicate that the More Intense Alternative is anticipated to generate the most number of roadway segments that will generate the highest CNEL exterior noise level at a distance of 100 feet from the roadway centerline. Of the 48 roadway segments evaluated, 18 (37%) roadway segments are expected to generate the highest CNEL exterior noise level at a distance of 100 feet from the roadway centerline, at the same locations, in comparison to the other project alternatives. Table V-23 indicates, at various locations of the 48 roadway links modeled, in order to meet the 65 dBA CNEL noise standard for residential developments as established by the City of Palm Desert, a range of distances between 170 feet to 6,016, (1`/4±mile) is necessary under the More Intense Alternative. V-40 wr TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V—Project Alternatives !I Table V-24 Less Intense Alternative Buildout Noise Contours DISTANCE TO CONTOUR(FEET) CNEL AT 100 FEET 70 dBA 65 dBA 60 dBA 55 dBA 40 ROAD SEGMENT (dBA) CNEL CNEL CNEL CNEL - Monterey Av. From Varner Rd.to I-10 Fw . 74.6 202 435 938 2,021 Monterey Av. North of Gerald Ford Dr. 74.1 189 407 877 1,888 66 Monterey Av. From Gerald Ford Dr.to Frank Sinatra Dr. 73.0 159 342 737 1,58 Monterey Av. From Frank Sinatra Dr.to Country Club Dr. 73.1 160 346 745 1,60 Monterey Av. North of Magnesia Falls Dr. 73.8 1781 383 826 1,77 Monterey Av. From Fred Waring to SR-I11 72.7 151 326 703 1,51 Portola Av. From Gerald Ford Dr. to Frank Sinatra Dr. 72.8 154 332 716 1,54 Portola Av. From Frank Sinatra Dr.to Country Club Dr. 73.4 170 365 787 1,69 Portola Av. North of Ma nesia Falls Dr. 72.0 135 291 627 1,35 Portola Av. From Fred Waring to SR-111 71.4 1231 265 571 1,23 Chase School Rd. From Ramon Rd. to Varner Rd. 71.5 127 273 588 1,26 Cook St. South of Gerald Ford Dr. 75.4 229 494 1,065 2,29 Cook St. From Frank Sinatra Dr.to Country Club Dr. 74.5 201 4321 931 2,00 Cook St. North of Fred Waring Dr. 73.8 178 385 828 1,78 1 Dorado Dr. South of Country Club Dr. 68.3 77 167 359 77 Washington St. North of Avenue 38 69.1 87 187 403 86 Washington St. North of Varner Rd. 75.3 227 490 1,055 2,27 Washington St. Country Club to 42nd Av. 74.2 192 413 890 1,91 Washington St. North of Fred Waring Dr. 74.5 198 427 921 1,98 Ramon Rd. East of Monterey Av. 69.3 90 194 418 901 Varner Rd. West of Chase School Rd. 72.4 145 312 672 1,44 Varner Rd. From Chase School Rd.to Avenue 38 73.0 159 344 740 1,594 00 Gerald Ford Dr. From Monterey Av.To Portola Av. 74.1 188 4051 872 1,87 Gerald Ford Dr. From Portola Rd.to Cook St. 73.3 165 356 767 1,65 Frank Sinatra Dr. From Monterey Av.To Portola Av. 72.3 142 307 660 1,42 Frank Sinatra Dr. From Portola Av.To Cook St. 71.9 134 289 623 1,34 Avenue 38 From Varner Rd.to Washington St. 71.0 1171 251 542 1,1671 :7ountry Club Dr. From Monterey Av.To Portola Av. 71.8 132 285 615 1,32 Zountry Club Dr. From Portola Rd.to Cook St. 72.5 146 315 678 1,461 2ountry Club Dr. From Cook St.to El Dorado Dr. 73.2 165 355 764 1,64 z :�ountry Club Dr. West of Washington St. 73.9 182 393 847 1,82 Hovley Ln.East From Portola Av.To Cook St. 69.0 861 186 401 86 Hovley Ln.East East of Cook St. 72.0 1351 291 627 1,35 Hovley Ln.East West of Washington St. 70.4 106 229 493 1,061 Fred Waring Dr. West of Monterey Av. 71.7 130 281 605 1,30 11'red Waring Dr. West of Portola Av. 73.8 179 3861 831 1,791 V-41 f ►{ TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V—Project Alternatives Fred Waring Dr. East of Cook St. 75.2 221 477 1028 2,21 Fred Waring Dr. West of Washington St. 74.9 212 456 982 2,11 R-111 North of Fred Waring Dr. 75.7 241 519 1,119 2,41 R-111 West of Monterey Av. 73.9 181 389 838 1,80 R-111 West of Portola Av. 75.1 2191 471 1,0151 2,18 t R-111 East of Cook St. 76.1 2561 551 1,188 2,55 -10 Fwy. North of Bob Hope Dr. 91.2 2,6091 5,620 12,108 26,08 f -10 Fwy. From Bob Hope Dr. to Monterey Ave. 91.4 2,6911 5,798 12,492 26,91 i -10 Fwy. From Monterey Ave.to Portola Ave. 91.6 2,7581 5,942 12,802 27,58 -10 FwFrom Portola Ave.to Cook St. 91.7 2,8021 6,037 13,006 28,021 s= -10 Fwy. From Cook St.to Washington St. 91.6 2,753 5,930 12,776 27,52 -10 Fw . South of Washington St. 91.1 1 2,5561 5,5081 11,866 25,56jl r ip Less Intense Project Alternative Table V-24 represents the Less Intense Alternative noise contours. This project alternative is anticipated r to generate the highest CNEL noise level only in two locations. This condition occurs at Cook Street (north of Fred Waring) and Hovley Lane East (west of Washington Street). According to the Table V-24, at various locations of the 48 roadway links modeled, a range of distances between 167 feet to 6.037 (1'/4± mile) is necessary, in order to meet the 65 dBA CNEL noise standard for residential developments as established by the City of Palm Desert. Further comparison of the four project alternatives indicates that generally, the highest CNEL exterior noise level measured 100 feet from the roadway centerline is 91.7 dBA. All project alternatives are expected to generate this CNEL exterior noise level at the same location, which is the I-10 freeway (from Portola Avenue to Cook Street). The lowest CNEL exterior noise level is 66.8 dBA, generated under the existing General Plan at El Dorado Drive (south of Country Club Drive). In addition the tables above illustrate that the noise impacts associated with each project alternative vary only slightly from _ one another. The Preferred Alternative is anticipated to generate unmitigated noise levels ranging from 68.3 to 91.7 dBA CNEL 100 feet from the street centerline, while the existing General Plan is expected to generate a range of unmitigated noise levels from 66.8. to 91.7 dBA. Noise level projections associated with the More Intense Alternative are expected to range from 68.5 to 91.7 without mitigation measures and the Less Intense Alternative is estimated to result in the generation of 68.3 to 91.7 noise levels. Comparison of the three project alternatives with the existing General Plan indicates that noise levels will generally vary by less than 3 dBA. In general, changes in noise levels of 3 dBA are considered as "barely perceptible", whereas a 5 dBA change are "readily perceptible". 6 Implementation of either one of the project alternatives will result in traffic noise continuing to be the most significant noise source for the General Plan study area. Each project alternative has been F developed to consider the impacts of noise to the environment. Mitigation measures for noise impacts are essential) similar for each of the project alternatives Y p � considered. Visual Resources Visual resources impacts are anticipated regardless of which project alternative is implemented. The four project alternatives protect the unique visual resources within the General Plan study area by prohibiting or limiting development in open space lands. All project alternatives designate the Santa V-42 TN/City of Palm Desert Comprehensive General Plan UpdatelDraft EIR Section V—Project Alternatives Rosa Mountains and the majority of the Indio Hills as Open Space lands. Lands located adjacent to the Joshua Tree National Park are also designated as Open Space and residential development with limited densities. No Project Alternative Buildout of the Current General Plan protects visual resources provided by the Joshua Tree National k Park and the Indio Hills in the northern portion of the General Plan study area by assigning open space t and residential land uses which permit densities of one dwelling unit per forty acres (Open Space-Rural) and one dwelling unit per five acres (Rural). In the southern part of the General Plan study area, impacts to visual resources associated with the continued implementation of the Current General Plan are minimized by maintaining low density land use patterns such as Open Space-Rural (1 du/40 acres), Rural Mountainous (1 du/acre) and Low Density residential development (2-5 du/acre). The majority of the lands within the Santa Rosa Mountains are designated as Open Space-Conservation Habitat to ensure the preservation of its valuable scenic resources. In general, impacts to visual resources associated with the Buildout of the Current General Plan appear to be less than the Preferred Alternative given that it will result in the construction of fewer homes in areas near Joshua Tree National Park, Indio Hills and along the base of the Santa Rosa Mountains. Alternative I. More Intense Development Scenario Impacts to visual resources generated by the implementation of the More Intense Alternative are comparable to that of the Preferred Alternative. Both of these project alternatives follow similar land use development patterns, such as Open Space-Conservation, Hillside Reserve (1 du/5 acre), and Desert Estates (1 du/10 acres)in areas near Joshua Tree National Park and Indio Hills. Lands located along the base of the Santa Rosa Mountains are designated Hillside Reserve (1 du/5 acre),Desert Estates (1 du/10 acres) and Low Density residential development (2-5 du/acre). The land use patterns represented in the More Intense and Preferred Alternatives appear to preserve the visual resources provided by Joshua Tree National Park, Indio Hills and the Santa Rosa Mountains by limiting the number of residential construction. Alternative II. Less Intense Development Scenario Of the four project alternatives, buildout of the Less Intense Alternative appears to have the least impacts to visual resources associated with the Joshua Tree National Park. Lands adjacent to the Park are designated the Open Space-Conservation or Desert Estates, which allows one dwelling unit per ten acres, and Mountain Estates, with a density ratio of one home per twenty acres. This alternative facilitates the least amount of structural development that can contribute to the degradation of the visual resources provided by the Joshua Tree National Park. The Less Intense Alternative follows similar land use patterns shown in the Preferred and More Intense project alternatives, along the base and within the Y Santa Rosa Mountains. In general, all project alternatives appear to preserve the valuable visual resources within the General Plan study area. Buildout of either one of the project alternatives is expected to result in the continuation of development that changes the appearance of the Valley floor, and has the potential to significantly impact the City's scenic viewsheds. The General Plan maintains construction of low-rise structures and low density developments. All project alternatives are subject to development standards established by existing zoning ordinance and municipal code. V-43 TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V—Project Alternatives Public Services and Facilities f Schools Estimates of student enrollment during buildout of each project alternative are illustrated in the F following tables. i Table V-25 7 No Project Alternative: Existing General Plan + ' Potential School Enrollment Grade Potential Student Buildout Level Buildout Units Generation Rate Enrollment K-5 Single-Family 39,785 0.2824 11,235 A Multi-Family 25,233 0.0821 2,072 1 6-8 Single-Family39,785 0.1390 5,530 Multi-Family 25,233 0.0365 921 iWX9-12 Single-Family39,785 0.1438 5,721 Multi-Family 25,233 0.0363 916 TOTAL: 26,395 Based on Table 5, Student Generation Rates, "Residential Development School Fee Justification Study for Palm Springs Unified School District," prepared by David Taussig &Associates,Inc.,April 11,2002 1` Table V-26 Alternative I: More Intense Alternative Potential School Enrollment Grade Potential Student Buildout Level Buildout Units Generation Rate Enrollment K-5 Single-Family 38,393 0.2824 10,842 Multi-Family 46,949 0.0821 3,855 6-8 Single-Family 38,393 0.1390 5,337 Multi-Family 46,949 0.0365 1,714 w� 9-12 Single-Family 38,393 0.1438 5,521 Multi-Family 46,949 0.0363 1,704 I TOTAL: 28,973 Based on Table 5, Student Generation Rates, "Residential Development School Fee Justification Study for Palm Springs Unified School District," prepared by David Taussig ►- &Associates,Inc.,April 11,2002 V-44 t TN/City of Palm Desert r Comprehensive General Plan Update/Draft EIR F Section V—Project Alternatives Table V-27 Alternative II: Less Intense Alternative Potential School Enrollment Grade Potential Student Buildout Level Buildout Units Generation Rate Enrollment K-5 Single-Family 39,754 0.2824 11,227 : i Multi-Famil 31,338 0.0821 2,573 6-8 ; Single-Family 39,754 0.1390 5,526 Multi-Family 31,338 0.0365 1,144 9-12 y; Single-Family 39,754 0.1438 5,717 Multi-Family 31,338 0.0363 1,138 TOTAL: 27,325 Based on Table 5, Student Generation Rates, "Residential Development School Fee - Justification Study for Palm Springs Unified School District,"prepared by David Taussig &Associates,Inc.,April 11,2002 g a Based on discussions in Section III of this document, buildout of the Preferred Alternative is expected to generate approximately 28,353 students. Buildout of the Current General Plan is expected to generate a student population of approximately 26,395, which is about 1,958 (7%) fewer students that will be generated by the buildout of the Preferred Alternative. The More Intense Alternative represents the greatest student enrollment population during buildout conditions. It increases the No Project Alternative school enrollment by about 2,542 students and generates an additional 584 students over the Preferred Alternative. The More Intense Alternative is also expected to generate about 2,196 more students than the Less Intense Alternative. Therefore, the More Intense Alternative is anticipated to result in the most substantial impact to local school districts within the General Plan study area. The total student enrollment populations generated by the No Project Alternative and the Less Intense Alternative are comparable and appear to place the fewest impacts to schools in the General PIan study area. Project-related impacts associated with each of the project alternatives are expected to be reduced r to acceptable levels by statutory school mitigation fees collected from project developers. Libraries No Project Alternative The Current General Plan is anticipated to generate a. total population of approximately 113,698 ' residents at buildout. By using the County's unadopted goal of 2 volumes and 0.5 square feet per capita, the City will need approximately 227,396 volumes and 56,849 square feet of library space. Alternative I: More Intense Development Scenario The More Intense Alternative is expected to generate a total buildout population of about 163,083± residents. This population size will need about 326,166 volumes and 81,542 square feet of library space, to provide adequate library services. V-45 r>r` TN/City of Palm Desert i Comprehensive General Plan Update/Draft EIR 1 Section V—Project Alternatives Alternative II: Less Intense Development Scenario ?' Buildout population of the Less Intense Alternative is anticipated to reach approximately 128,461 residents. This project alternative calls for approximately 256,922 volumes and 64,231 square feet of library space. it As discussed in Section III of this document, Buildout of the General Plan is anticipated to generate approximately 148,387 residents2. Based on this projected population and the County's unadopted level f of service standards, the General Plan study area will require about 74,194 square feet of library space 1 and about 296,774 volumes at buildout. j Clearly, the More Intense Alternative demonstrates the greatest impacts to library services, while continued implementation of the Current General Plan requires the least volumes and library space. Nonetheless, each of the four project alternatives involves library space and volume expansion, in order to provide adequate library services to residents. Police Protection f As indicated in Section III, The Preferred Alternative intends to provide a police-staffing ratio of at least 1.5 sworn officers per 1,000 residents. In order to meet this ratio at General Plan buildout, the City I Police Department will need a total of 223 officers. No Project Alternative Continued implementation of the Current General PIan is anticipated to generate a buildout population of approximately 113,698 residents. The City will need to provide approximately 171 officers to -i maintain a police-staffing ratio of at least 1.5 sworn officers per 1,000 residents. Alternative I: More Intense Development Scenario Population during buildout of the More Intense development scenario is expected to reach 163,083± residents in the General Plan study area. In order to meet the proposed General Plan's preferred level of police protection, a total of 245 officers are required. F Alternative II: Less Intense Development Scenario Buildout of the Less Intense Alternative will result in the generation about 128,461 residents. The City f will need to employ about 193 police officers to provide adequate police services to residents. Of the four project alternatives, the Current General Plan requires the least amount of police officers. However, implementation of any one of the four alternatives involves additional police staffing and i associated vehicles and equipment. Regardless of which alternative is implemented, mitigation measures included in Section III are expected to reduce project-related impacts to acceptable levels. 4W �r 2 Based on exiting and potential new dwelling units associated with proposed General Plan buildout,and 2.43 persons per household,added to the existing City population of 43,917 and existing Planning Area population of 22,756. V-46 1 �t TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V—Project Alternatives i� Fire Protection Growth facilitated by either one of the project alternatives is anticipated to increase the demand for fire protection services. Given that the More Intense Alternative facilitates the most development in the General Plan study area, it is expected to place the highest demand on fire protection services. Of the four project alternatives, the Less Intense development scenario proposes the least amount of development and appears to require the least amount of fire protection. Nonetheless, an increase in the demand for fire protection services involves additional provision of staffing, fire stations, fire engines and related equipment. The mitigation measures provided in Section III are expected to reduce project- related impacts to less than significant levels. '_ Electricity ' Electricity usage factors established by the South Coast Air Quality District (SCAQMD) were utilized to estimate electric consumption by residential, commercial and industrial development. Electric consumption associated with each of the four project alternatives are provided below r No Project Alternative: 1,001,411,771 kwh/year f Alternative I(More Intense Development Scenario): 1,092,341,210 kwh/year Alternative II(Less Intense Development Scenario): 1,002,244,629 kwh/year Kr i As discussed in Section III, buildout of the Preferred Alternative is anticipated to generate an electric consumption rate of 1,055,148,609 kwh per year, which is about 5% higher than the No Project Alternative. The demand for electricity under the More Intense Alternative is about 3% higher than the ad Preferred Alternative, while electric consumption rate under the Less Intense Alternative is about 5% less. Nonetheless, depletion of this nonrenewable resource is inevitable regardless of implementation of either one of the project alternatives. Project-related impacts are reduced to acceptable levels based on mitigation measures provided in Section III. Natural Gas Al The South Coast Air Quality Management District (SCAQMD)establishes natural gas usage rates for residential, commercial, and industrial development. Based on this usage rates, the project alternatives 1 are expected to demand the following: No Project Alternative: 552,653,531 cf/month r Alternative 1(More Intense Development Scenario): 639,615,599 cf/month J Alternative II(Less Intense Development Scenario): 579,670,664 cf/month As discussed in Section III, buildout of the Preferred Alternative is expected to generate a natural gas consumption rate of 614,046,131 cf/month. Since the More Intense Alternative proposes the most development within the General Plan study area, it is anticipated to generate, the highest monthly natural V-47 TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V—Project Alternatives gas consumption rate. Natural gas consumption rates associated with the More Intense Alternative are also about 4% higher than the Preferred Alternative. Monthly natural gas consumption rates associated $ with the buildout of the Current General Plan and the Less Intense Alternative are comparable to each other, and are expected to consume about 6% and10% less,respectively, than the Preferred Alternative. f 1 Solid Waste The California Integrated Waste Management Board has compiled waste generation rates, which were used to calculate solid waste projections by each of the four project alternatives. No Project Alternative: 185,883 tons/year r� ;< Alternative I(More Intense Development Scenario): 197,970 tons/year Alternative II(Less Intense Development Scenario): 186,229 tons/year As indicated in Section III, the Preferred Alternative is anticipated to generate approximately 193,389 t tons of solid waste per year at buildout of the General Plan study area. Continued implementation of the Current General Plan is estimated to generate a total of about 7,506 fewer tons of solid waste per year F- than the Preferred Alternative. While the More Intense Alternative is anticipated to generate the greatest amount of solid waste, it also represents an additional total of 4,581± tons of solid waste per year in comparison to the Preferred Alternative. Buildout of the Less Intense project alternative is expected to produce a total of 7,160 fewer tons of solid waste than the Preferred Alternative. Of the four project alternatives, the No Project and Less Intense Alternatives appear to generate the least amount of solid waste per year. Nevertheless, implementation of either one of the project alternatives will result in impacts to Iandfills. The mitigation measures provided in Section III of this document is expected to reduce project-related impacts to acceptable levels. I Socio-Economic Resources The analysis below, categorized by each land use alternative, uses the same assumptions as those used in Section III, Socio-Economic Resources. For the basis of the calculations below, please refer to that section. As with Section III, all analyses below are divided by areas within the current City limits, and areas in the Sphere of Influence and planning area, outside the City limits. A summary total table is also provided, showing all areas together. Generally, the Sphere and planning area, with their higher population and lower percentage of commercial space (which generates sales and transient occupancy taxes), operates as a negative cash flow at buildout, whereas all scenarios operate with a positive cash flow at buildout for land within the City limits. No Project Alternative As shown in Table V-1, buildout of the No Project Alternative could result in the development of W approximately 19,352 new dwelling units (6,861 in the City, and 12,491 in the Sphere of Influence and planning area), for a total of 65,018 units at buildout. At the current rate of 2.43 persons per household', buildout could generate an additional 16,672 residents in the existing City limits, and 30,353 new 40 residents within the Sphere and planning area, for a total new population of 47,025. When combined ' Claritas, Inc. .. . E V-48 TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V—Project Alternatives with the current City and planning area population of 66,673 persons4 (43,917 residents in the City, and 22,756 residents in the planning area), the City's population at buildout of the No Project Alternative could potentially reach 113,698 persons, of which 60,589 would live within the City limits, and 53,109 in the Sphere and planning area. This alternative further proposes up to 23,554,835 square feet of commercial space (15,457,702 in the City limits, and 8,102,595 in the Sphere and planning area) at various development densities, and 24,313,937 square feet of industrial development (8,064,263 in the City limits, and 16,252,933 in the Sphere and planning area). Based on these land use statistics, the No Project Alternative would generate the following costs and revenues to the City. t Table V-28 No Project Alternative General Plan Buildout Cost/Revenue Analysis ` City Limits Only Item Annual City Cost Annual City Revenue General Gov't &Public Safety $43,910,227 f Residential Property Tax Revenues $7,046,898 Commercial Property Tax Revenues $1,042,622 Industrial Property Tax Revenues $429,422 Sales Tax Revenues $24,075,978 Transient Occupancy Tax Revenues $17,420,621 Motor Vehicle In-Lieu Fees $2,759,234 Franchise Fees $2,897,377 ' Services and Charges $4,740,501 Total Revenues $60,412,653 Resulting Annual Positive Cash Flow: $16,502,426 k 4 Ibid. V-49 g 1_. 3 TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V—Project Alternatives Table V-29 No Project Alternative General Plan Buildout Cost/Revenue Analysis Sphere of Influence and Planning Area Only E Item Annual CityCost Annual nnual City Revenue General Gov't &Public Safety $tMAR9,249 Residential Property Tax Revenues $2,734,560 Commercial Property Tax Revenues $546,520 Industrial Property Tax Revenues $865,469 Sales Tax Revenues $1 $865,469 r_1 Transient Occupancy Tax Revenues 12,531,610 743 Motor Vehicle In-Lieu Fees $2,418,590 Franchise Fees $2,539,679 1 Services and Charges $4,155,258 1 Total Revenues $27,656,428 Resulting Annual Negative Cash - $10,832,821 Flow: Table V-30 No Project Alternative General Plan Buildout Cost/Revenue Analysis r City Limits,Sphere of Influence and Planning Area Item Annual City Cost Annual City Revenue General Gov't & Public Safety $82,399,476 Residential Property Tax Revenues $9,781,458 Commercial Property Tax Revenues $1,589,142 Industrial Property Tax Revenues $1,294,891 iW Sales Tax Revenues $36,607,588 Transient Occupancy Tax Revenues $19,285,364 Motor Vehicle In-Lieu Fees $5,177,824 Franchise Fees Services and Charges $5,437,056 r - $ 8,895,759 Total Revenues $88,069,082 Resulting Annual Positive Cash $5,669,606 io Flow: r Alternative I. More Intense Development Scenario As shown in Table V-2 buildout of the More Intense Alternative could result in the development of approximately 39,675 new dwelling units (10,275 in the City limits, and 29,400 in the Sphere and V-50 TN/City of Palm Desert l Comprehensive General Plan Update/Draft EIR Section V—Project Alternatives planning area), for a total of 85,341 units at buildout. At the current rate of 2.43 persons per households, buildout could generate an additional 96,410 residents within the planning area, 24,968 of which would reside in the City, and 71,442 in the Sphere and planning area. When combined with the current City and planning area population of 66,673 persons6 (43,917 residents in the City, and 22,756 residents in the planning area), the City's population at buildout of the More Intense Project Alternative could potentially reach 163,083 persons. This alternative further proposes up to 20,243,522 square feet of # commercial space (137888,932 in the City limits, and 4,790,642 in the Sphere and planning area) at various development densities, and 28,252,319 square feet of industrial development (9,078,775 in the City limits, and 19,173,544 in the Sphere and planning area). Based on these land use statistics, the More Intense Alternative would generate the following costs and revenues to the City. t Table V-31 More Intense Alternative General Plan Buildout t Cost/Revenue Analysis City Limits Only JIM Item Annual City Cost Annual City Revenue a; General Gov't & Public Safety $49,920,757 Residential Property Tax Revenues $7,834,447 Commercial Property Tax Revenues $936,808 Industrial Property Tax Revenues $483,445 Sales Tax Revenues $19,544,918 Transient Occupancy Tax Revenues $18,736,910 'p t Motor Vehicle In-Lieu Fees $3,136,924 Franchise Fees $3,293,976 Services and Charges $ 5,389,392 t Total Revenues $59,356,821 Resulting Annual Positive Cash Flow: $9,436,064 s h ¢. a s Claritas,Inc. 6 Ibid. V-51 ter' TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V—Project Alternatives Table V-32 More Intense Alternative General Plan Buildout Cost/Revenue Analysis f ' Sphere of Influence and Planning Area Only *iti Item Annual City Cost Annual City Revenue General Gov't &Public Safety $68,267,175 Residential Property Tax Revenues $4,415,315 Commercial Property Tax Revenues $323,129 Industrial Property Tax Revenues $1,020,991 Sales Tax Revenues t Transient Occupancy Tax Revenues $13,582,394$0 Motor Vehicle In-Lieu Fees $4,289,777 Franchise Fees $4,504,548 �. Services and Charges $ 7,370,052 Total Revenues $35,506,206 s.< t Resulting Annual Negative Cash Flow: - $32,760,969 1 Table V-33 More Intense Alternative General Plan Buildout Cost/Revenue Analysis l City Limits,Sphere of Influence and Planning Area Item Annual City Cost Annual City Revenue General Gov't & Public Safety $118,187,932 Residential Property Tax Revenues $12,249 762 Commercial Property Tax Revenues $1,259,937 Industrial Property Tax Revenues $1,504,436 Sales Tax Revenues $33,127,312 Transient Occupancy Tax Revenues $18,736,910 Motor Vehicle In-Lieu Fees $7,426,701 Franchise Fees $7,798,524 Services and Charges $12,759,444 Total Revenues $94,860,027 Resulting Annual Negative Cash - $23,327,905 Flow: to V-52 TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR Section V—Project Alternatives f Alternative H. Less Intense Development Scenario J-141 As shown in Table V-3 buildout of the Less Intense Alternative could result in the development of approximately 25,427 new dwelling units (7,106 in the City, and 18,320 in the Sphere and planning area), for a total of 71,093 units at buildout. At the current rate of 2.43 persons per household', buildout j could generate an additional 61,788 residents within the planning area, 17,268 of which would live in ° the City, and 44,520 in the Sphere and planning area. When combined with the current City and i planning area population of 66,673 personsg (43,917 residents in the City, and 22,756 residents in the � planning area), the City's population at buildout of the Less Intense Project Alternative could potentially reach 128,461 persons. This alternative further proposes up to 20,407,712 square feet of commercial space (14,053,763 in the City limits, and 6,354,620 in the Sphere and planning area) at various development densities, and 26,819,561 square feet of industrial development (8,906,975 in the City limits, and 17,913,179 in the Sphere and planning area). Based on these land use statistics, the Less Intense Alternative would generate the following costs and revenues to the City. Table V-34 Less Intense Alternative General Plan Buildout Cost/Revenue Analysis City Limits Only Item Annual City Cost Annual City Revenue General Gov't & Public Safety $44 341689 Residential Property Tax Revenues $7,103,431 Commercial Property Tax Revenues $947,926 Industrial Property Tax Revenues $474,296 Sales Tax Revenues $19,415,928 Transient Occupancy Tax Revenues $18,736,910 Motor Vehicle In-Lieu Fees $2,786,346 r Franchise Fees $2,925,867 €, Services and Charges $4,787,082 Total Revenues $57,177,786 JA Resulting Annual Positive Cash Flow: $12,836,098 .i Y r 7 Claritas,Inc. a Ibid. V-53 TN/City of Palm Desert Comprehensive General Plan Update/Draft EIR f Y Section V—Project Alternatives `flit Table V-35 Less Intense Alternative General Plan Buildout Cost/Revenue Analysis r l Sphere of Influence and Planning Area Only Item Annual City Cost Annual City Revenue General Gov't & Public Safety $48,754,523 r € l Residential Property Tax Revenues $3,313,963 Commercial Property Tax Revenues $428,619 Industrial Property Tax Revenues $953,877 -1 Sales Tax Revenues $13,582,394$0 Transient Occupancy Tax Revenues Motor Vehicle In-Lieu Fees $0 Franchise Fees $3,063,640 $3,217,024 Services and Charges $ 5,263,486 Total Revenues $29,823,003 Resulting Annual Negative Cash 1 Flow: - $18,931,521 Table V-36 More Intense Alternative General Plan Buildout Cost/Revenue Analysis _ City Limits,Sphere of Influence and Planning Area I Item Annual City Cost Annual City Revenue General Gov't & Public Safety $93,096,212 F iio .l Residential Property Tax Revenues $10,417,394 Commercial Property Tax Revenues $1,376,545 Industrial Property Tax Revenues $1,428,173 1 Sales Tax Revenues $32,998,322 Transient Occupancy Tax Revenues $18,736,910 Motor Vehicle In-Lieu Fees $5,849,986 ow Franchise Fees $6 142 891 Services and Charges $10,050,568 Total Revenues $87,000,789 Resulting Annual Negative Cash - $6,095,423 Flow: V-54 tir 1 f TN/City of Palm Desert Draft General Plan EIR Section VI—Short-Term Use Versus Long-Term Productivity �{ T CH LS LL (01L LL ' JM ID1 EOgI RIT DRAFT ENVIRONMENTAL IMPACT REPORT FOR THE COMPREHENSIVE GENERAL PLAN VI. SHORT-TERM USE VERSUS LONG-TERM PRODUCTIVITY This section of the EIR provides a discussion of the long-term effects of the proposed General Plan by r evaluating the relationship between the local short-term uses of the environment and the maintenance and enhancement of long-term productivity. Areas of impact which limit the range of beneficial uses of the environment or pose long-term risks to health and safety, have been given special focused consideration. These may include biological resources, water resources, air resources, visual resources, and geophysical conditions. This section also discusses why the proposed General Plan is believed to be justified for adoption and implementation at this time, rather than delaying its adoption to consider additional alternatives not addressed in this EIR. Biological Resources The continued development of the General Plan study area will include the disturbance and conversion _ of natural lands, and construction of improvements that will result in the loss of natural plant communities and wildlife. Habitat loss, fragmentation and degradation are direct consequences of land development activities which include grading and clearing. The proposed General Plan prohibits I development on lands designated as habitat conservation and other sensitive areas. The Plan also provides substantial restrictions to the density and intensity of development permitted near and/or adjacent to sensitive areas. Nonetheless, buildout of the General Plan study area will result in the degradation or removal of significant biological resources within the City and the boundaries of the study area. The continued development of the General 1 PIan study area could result in significant impacts to common and sensitive species such as the Coachella Valley Fringe-toed lizard, flat-tailed horned lizard, burrowing owl, Peninsular bighorn sheep and the Palm Springs pocket mouse which occupy natural �r habitats within the study area. Adverse impacts may include the legal taking of individual animals. The County of Riverside, CVAG, and City of Palm Desert along with other desert communities and the Santa Rosa Mountain Conservancy are currently working with federal and state agencies in the development of the Multiple Species Habitat Conservation Plan to protect a broad range of species and their habitat. VI-1 �r i TN/City of Palm Desert Draft General Plan EIR Section VI—Short-Term Use Versus Long-Term Productivity sE lic The City must comply with applicable management protocol when evaluating potential impacts and mitigation measures. Appropriate incidental take permits and associated mitigation measures are ri required prior to development whenever state and/or federal listed species are identified. In general, the rrl' loss and degradation of habitat and the on-going impacts of human activities to biological resources will contribute to the long-term reduction of animal and plant species, habitat and biological diversity. Water Resources Section II and III of this document address the current overdraft conditions of the Whitewater River Subbasin, which serves as the main groundwater repository for the Coachella Valley, including the General Plan study area. Imported water from the Colorado River supplements the recharge of the Whitewater River Subbasin. However, the water allocation may not be adequate to compensate for future overdraft conditions. The water districts are also implementing conservation techniques and measures to aid in reduction of the overdraft, as well as utilizing reclaimed water wherever possible. The on-going growth and development in the Coachella Valley have resulted in the increased demand on groundwater production, thereby contributing to the rise in overdraft rates. Implementation of stringent water conservation methods and acquisition of additional sources of recharge are expected to alleviate groundwater overdraft conditions in the Valley. The policies and programs of the proposed General Plan promote and support the conservative use of water resources for landscaping and domestic s uses, and encourages the use of drought tolerant planting materials. Nevertheless, the availability of domestic water resources for future development is highly affected by factors such as the periodic drought conditions in California, expected reductions in available Colorado River water and other sources of recharge water. Air Resources As indicated in the discussion in Section lII of this document, air quality is a non-localized issue that is 4 influenced by various pollutants generated both locally and from areas outside the Coachella Valley. Continued growth and development in the City and the region are expected to increase the amount of pollutants emitted into the Valley's air basin. Increased traffic, urban development and power and natural gas consumption will generate additional pollutants that will further degrade air quality. Increased local emissions will contribute to higher concentrations of reactive organic gases and 4 particulates. The amount of locally produced ozone is expected to rise in the future, given that ideal 16t conditions necessary for ozone generation occur in the Coachella Valley. Oxides of nitrogen and reactive hydrocarbons are generated by the burning of natural gas and the continued use of gasoline and diesel fuels in vehicles. These pollutants degrade local air quality to a , greater or lesser extent, as determined by the rates of dispersion. Fugitive dust emissions will increase with continued urban development, however these increases are expected to be temporary as disturbed sites will be permanently stabilized with landscaping, structures and pavement. Although the General Plan update includes goals, policies and programs intended to regulate emissions, impacts to air quality cannot be completely eliminated. The decrease in emissions is not expected to occur in the near future, unless transportation methods and combustion technology undergo extreme modifications. Visual Resources The City values its scenic and visual resources, created by the exceptional mountain formations and vast expanses of low-lying desert lands. The City's unique environment is responsible for drawing visitors VI-2 _3 TN/City of Palm Desert Draft General Plan EIR Section VI—Short-Term Use Versus Long-Term Productivity and new residents from all over the country. The continued development of the General Plan study area will have limited impacts to viewsheds with the City and study area boundaries. The policies and programs of the proposed General Plan include appropriate development criteria and require reviews of proposed projects which may constitute potential adverse impacts on scenic resources. The General Plan Update also proposes the preservation and incorporation of elements of the desert landscape into urban design. Development projects within the General Plan study area will be required to meet the standards and regulations set forth by the General Plan in order to limit development impacts to scenic resources. Nonetheless, grading, clearing and other site disturbances, along with construction of roads and structures will all contribute to the long-term impacts to visual resources. Geophysical Conditions t I Discussions in Section III-C of this document indicate that the General Plan and study area is susceptible to substantial geotechnical forces which may pose hazards to property and lives. Geotechnical forces are associated with seismically induced conditions such as ground settlement, ground shaking or 6 earthquakes, liquefaction, and landslides and rock falls. As the General Plan study area continues to grow and expand, it can be expected that greater numbers of residents, workers, and visitors will be fexposed to geotechnical hazards of potential significance. The City implements and enforces the provisions and requirements established in various pertinent regulatory mechanisms. These include the t Alquist-Priolo Earthquake Fault Zoning Act, Title 24 of the California Administrative Code, the Uniform Building Code, and the International Building Code. These measures are expected to ensure the continued safety of residents and visitors, and protect property from geologic hazards within the General Plan study area. Nonetheless, impacts associated with major seismic events are often severe and cannot be completely planned for or mitigated. Geologic hazards will remain to be a threat to the people and property within the General Plan study area and are considered long term impacts. f F �_AA r iiyll VI-3 +{ TN/City of Palm Desert Draft General Plan EIR Section VH—Irreversible/Irretrievable Commitment of Resources CU7 001F TAIM IMEORI U DRAFT ENVIRONMENTAL IMPACT REPORT FOR THE COMPREHENSIVE GENERAL PLAN rT i f VII. IRREVERSIBLEARRETRIEVABLE COMMITMENT OF RESOURCES OF ENVIRONMENTAL RESOURCES F CEQA mandates that the EIR address the utilization of non-renewable resources in the course of development, as well as the continued use of these limited resources once development has been completed. In general, non-renewable resources imply energy resources, however, they can also pertain to biological, mineral and other resources, and the permanent loss of visual resources. Future development of the City of Palm Desert General Plan study area under the proposed General Plan will result in the irretrievable and irreversible commitment of the following renewable and non- renewable natural resources: open land, energy resources (natural gas, oil, and other fossil fuel), water, construction material (lumber, gravel, sand, asphalt, and metals), minerals, and biological and visual resources. I With the implementation of mitigation measures in this document, the proposed General Plan is not anticipated to have a significant impact on sensitive and/or non-renewable environmental resources. The continued consumption of electrical energy and natural gas will contribute to the on-going depletion of fossil fuel resources. The incremental use of fossil fuel will contribute to the ultimate loss of an important source of chemical and material feed stocks, which will be irretrievable once consumed. Buildout of the General Plan will also result in the irretrievable loss of habitat and other biological resources from future developments. Grading and development activities remove all natural vegetation and wildlife in all or portions of development sites. Future development will irreversibly alter the viewsheds within the General Plan study area and could potentially degrade the quality of the open space environment as development continues. The regulatory framework and land use patterns and 111, intensities established by the General Plan to conserve and protect valuable resources are expected to substantially reduce long-term impacts to these resources. Over time, urban development is anticipated to have lesser impacts on finite resources than it is does today. Future and enhanced technology are expected to reduce impacts on fossil fuel resources and other finite mineral resources. Development impacts on natural resources, including open space lands and biological resources, are expected to be limited by development standards and restrictions and land use designations established by the proposed General Plan. The Plan describes the long-term limits of urban development in this part of the Coachella Valley. VII-1 �w- f , TN/City of Palm Desert Draft General Plan EIR ` x Section VIII—Growth Inducing and Cumulative Impacts ,'''1��/.�I• p�//�]�\\\� ^rytl�\\�7//{'�1�'�'j ��) A �LY� LS O �iL L]LSlJI�.�V LS I J__ S111 RU DRAFT ENVIRONMENTAL:IMPACT REPORT , [ FOR THE f COMPREHENSIVE GENERAL PLAN VIII. GROWTH INDUCING AND CUMULATIVE IMPACTS A. Growth Inducement a The Preferred Alternative land use development scenario will not overtly or significantly induce growth or change the physical conditions in the General Plan study area. The Plan includes changes in land use assignments on currently vacant lands, which improve the balance between jobs and housing when compared to the current Plan. The Plan also improves land use adjacencies that improve accessibility to employment centers, commercial services and education institutions. Nonetheless, the Preferred Alternative will contribute an incremental increase in growth-inducing impacts over the long-term, particularly in the northern planning area and the University Park area, albeit to a less degree than the current Plan. The General Plan Preferred Alternative intends to maintain and enhance the City's low- density resort residential character, while it'continues to provide expanded opportunities for housing and growth in all other sectors of the economy. In general, the northern part of the Plan study area consists of extensive undeveloped County lands. The Current General Plan does not assign high residential densities to these lands. The maximum residential density permitted on these lands is 7 dwelling units per acre, under the Medium Density designation. Implementation of the Preferred Alternative will increase the overall number of housing units and development in these unincorporated lands, including the City's eastern sphere-of—influence. For instance, development on lands currently designated Open Space-Rural allows 1 dwelling unit per 40 �r acres, under the existing General Plan. The Preferred Alternative removes the Open Space-Rural designation and replaces it with the Desert Estates land use designation, which allows 1 dwelling unit per 10 acres. Further, lands in close proximity to the Interstate-10 freeway would be permitted to develop at high residential densities of up to 22 dwellings per acre. As indicated from the land use and traffic analyses prepared for these areas, these increased densities have the potential to improve land use balance and reduce per unit (dwelling unit or unit of non-residential development) traffic and trip length. Vill-I TN/City of Palm Desert Draft General Plan EIR Section VIII—Growth Inducing and Cumulative Impacts Under the existing General Plan, the University Park planning area primarily encompasses low density residential land uses and commercial/industrial designations. The Preferred Alternative modifies the University Park land use configuration by providing lands for medium and high density residential development, in addition to low density housing development. Plans for the University Park planning area, under the Preferred Alternative, include lands allotted for the development of public school and parks and open space. The existing General Plan integrates commercial and industrial land uses underf one land use designation in this area. The Preferred Alternative breaks out the commercial land use designation into several categories. { Essentially, over the long-term, the proposed General Plan is anticipated to facilitate modifications to the at. land use development patterns under the existing General Plan. Newly proposed development types and intensities within the General Plan study area could result in the in-migration of new residents. Future development will create employment opportunities in the areas of education, industrial services, construction, commercial and professional services, landscape maintenance and utility installation. Additional demand for jobs and durable goods could influence the growth of the local economy. r In general, the General Plan study area is accessible by an existing network of roadways; therefore, the demand for additional roadways is anticipated to be limited. However, widening of existing roadways is r likely to occur to accommodate increased traffic volumes generated within and outside the planning area. As the General Plan study area continues to grow and develop, there will be an increase in the demand for extension of community sewer and water delivery systems and other infrastructure and : services, which could induce further growth. To some degree, the growth-inducing impacts associated with the implementation of the proposed General Plan will be regulated and limited by policy and physical constraints. Extensive portions of the planning area north of Interstate-10 are in wildlife conservation, and additional lands are slated for acquisition and management for the protection of open space and biological resources. Also, the Preferred Alternative designates the mountainous areas, including the Santa Rosa Mountains, in a manner that does not facilitate significant development on these lands. Similarly,in the northern General Plan study area, large areas of lands located within the Indio Hills, including sand fields, are designated as Open Space-Public Reserves and are in public or quasi-public conservation ownership. a The proposed General Plan consists of goals, policies and programs directed at preserving the City's resort residential character and its natural resources, which are expected to control and mitigate development intensities and associated growth inducement. The Coachella Valley Multi-Species Habitat Conservation Plan is also anticipated to contribute to the limitations on the potential growth in the General Plan study area. • B. Cumulative Impacts Impacts associated with the implementation of the General Plan must be considered along with the effects of other development, which may also occur outside the City's and the General Plan study area's jurisdiction. CEQA identifies these as cumulative impacts (Section 21083 (b), CEQA Statutes and Section 15355 of the CEQA Guidelines). VIII-2 t TN/City of Palm Desert Draft General Plan EIR Section VIII—Growth Inducing and Cumulative Impacts Adoption and implementation of the proposed General Plan will regulate and control development i within the existing and future boundaries of the City. However, the proposed General Plan is considered to have an indirect moderating effect on development outside the City. The Riverside County General Plan and the General Plans of the cities of Rancho Mirage, Indian Wells, La Quinta and Indio support development densities and intensity in areas that appear to be consistent and compatible with resource and infrastructure constraints predominant in those areas. This EIR identifies a wide range of physical constraints, which limit and moderate possible development intensities. In general, these constraints can be anticipated to be a moderating influence on maximizing potential land use intensities permitted under other jurisdictions' General Plans. Large portions of the lands in the General Plan study area are privately owned. However, considerable amounts of public lands within and adjacent to the Plan study area further constrain development and limit cumulative impacts. These lands are under the jurisdiction of agencies such as the Bureau of Land Management (BLM) and the Coachella Valley Mountains Conservancy, as well as the Center for natural Lands Management, and include lands in the Santa Rosa Mountains, Indio Hills and the Coachella Valley Preserve. These lands will remain undeveloped and are actively being added to for the benefit of sensitive wildlife and their habitats. Land Use Compatibility The proposed General Plan will result in land use-related cumulative impacts within the General Plan 6 study area. The General Plan update proposes to increase residential densities and other types of developments on incorporated lands south of Interstate-10 within the University Park planning area and on County lands located north of 1-10. General Plan study area lands north of and in proximity to the I- 10 freeway argue for more high to medium residential density and industrial development. Furthermore, the General Plan proposes that land use assignments be changed from Open Space Rural (1 du/40 acres) to the Desert Estates (1 du/10 acres) land use designation, which in real numbers increases the number of residential structure possible in these areas to a very limited degree. rThe University Park planning area will facilitate additional residential development through the 6 proposed assignment of high and medium density residential land uses. Despite the increase in development intensities in this area, the proposed General Plan makes only moderate inroads in improving the balance between jobs and trip attractions, but continues to be consistent with current development trends in the vicinity. The goals, policies and programs of the General Plan are meant to maintain the established character of the community but with expanded development patterns that can be enjoyed by a broader cross section of residents within the General Plan study area. However, it should be noted that continued population growth within the General Plan study area could result in an increase in adverse impacts such as illegal dumping and the use of off-road vehicles on vacant lands, especially in lands adjacent to conservation areas, such as the Coachella Valley Preserve f and the Santa Rosa Mountains. Policies and programs in the proposed General Plan address these types of issues, but in order to prevent or mitigate these problems it will be appropriate to develop measures such as attentive code enforcement by the City, Riverside County, Bureau of Land Management (BLM) and other responsible agencies. Adoption and implementation of the Coachella Valley Multiple Species Habitat Conservation Plan, which is currently being developed, is expected to provide long-term protection to various sensitive lands in the valley. The proposed General Plan is not anticipated to result in significant cumulative land use impacts. tw.! VIII-3 err TN/City of Palm Desert Draft General Plan EIR Section VIH—Growth Inducing and Cumulative Impacts ; i. Traffic and Circulation The Palm Desert General Plan Traffic Study provides a region-based analysis of traffic impacts that may L be associated with the implementation of the proposed General Plan, as well as the Plan alternatives discussed in section V. Buildout of the proposed project (Preferred Alternative) generates approximately ` 86,000 more trips or an 8.9 percent increase in projected buildout traffic compared to Buildout of the 1 current General Plan. The Preferred Alternative, however, is an improvement in the substantial imbalance between trip production and attraction in the study area. Average daily traffic levels have been calculated for the Preferred Alternative and are presented in Section III-B. A more detailed discussion of link or segment can be found in the General Plan Traffic Report in the appendix of this document. As with all of the General Plan alternatives, including the existing plan, roadway links with high existing and predicted traffic volumes occur at the I-10 over- t crossings at Monterey Avenue, Washington Street and Cook Street. Other streets with link congestion include Cook Street, Washington Street, Varner Road, Washington Street,Portola Avenue, Fred Waring Drive and highway 111. While link capacities will be significantly impacted, it is impacts to 1 intersections that will be the determining factor in roadway network operations, as discussed below. As set forth in Section III-B and as shown on Table 4-6 in the General Plan Traffic Study (see Appendix C), all intersections analysed can be improved to provide LOS D operating conditions in the Post 2020 (buildout) period. In several instances, specific improvement beyond those identified in the Master List of Funded/Assumed Improvements (see Table 2-6 in the General Plan Traffic Study, Appendix C) will r be required, and in some of those instances the improvements take the intersection operating conditions (LOS)from "E" or"F" to "C". The proposed General Plan also enhances regional all-weather access to the benefit of adjoining jurisdictions, including Rancho Mirage, Indian Wells, la Quinta and the unincorporated areas. Current inadequacies are programmed into plans of the Coachella Valley Water District and the City and will preclude significant cumulative impacts associated with traffic growth and inadequate all-weather access. As set forth in the Circulation Element of the Draft Comprehensive General Plan, the City shall make a good faith effort to assure that intersections operate at LOS D or better. The improvements set forth Section III-B are mitigation measures designed to reduce Post 2020 (buildout) traffic impacts to levels of insignificance (LOS D).The improvements include the provision of new or additional turn lanes and i through lanes, and in a few instances limitations on pedestrian green-time or access on certain legs of intersections. None of the prescribed limitations on pedestrian access are a significant impediment to pedestrian use and are located at intersections with the highest volumes and widest cross sections. The programmatic level of the General Plan study suggests that on-going and project-specific traffic monitoring is required to assure adequate levels of service in the long-term. The City shall periodically monitor conditions along roadway segments where General Plan level analysis indicates high levels of traffic congestion. In these areas of the roadway network intersection and progression analysis shall also be conducted to advance infrastructure planning to address areas of existing and anticipated traffic congestion. VIII-4 Y TN/City of Palm Desert Draft General Plan EIR Section VItI—Growth Inducing and Cumulative Impacts o The Circulation Element of the Draft Comprehensive General Plan includes fourteen (14) policies and F twenty-nine (29) programs, which are designed to enhance the operation and efficiency of all aspects of p the transportation system serving the planning area. Policies and programs address the on-going monitoring and management of traffic volumes and operating conditions, and the timing of required z improvements to maintain acceptable levels of service. The Draft General Plan, this EIR and the General Plan Traffic Study provide both programmatic and r_l concrete/prescriptive actions and measures that are expected to reduce transportation impacts associated +6_ with the implementation of the proposed General Plan below levels of significance. In conjunction with the existing various regional transportation initiatives coordinated through the City and CVAG, the performance of transportation systems serving the City and planning area can be further enhanced and potential adverse cumulative impacts mitigated. The continued thoughtful integration g g g anon of land uses will also increase opportunities for mass transit and non-motorized means of transportation. Controlling access onto major arterial roadways will also serve to preserve capacity and limit the costs associated with expanded roadway infrastructure. r Hydrology -r Adoption and implementation of the proposed General Plan will result in the construction of residential, commercial,industrial and other types of development and will eventually contribute to runoff generated in the entire General Plan study area. However, the proposed General Plan intends to limit hydrology impacts by regulating development intensities and establishing policies and programs to ensure comprehensive flood control improvements. The General Plan update includes policies and programs, which reduce runoff and improve percolation issues affecting the General Plan study area. The City continues to support floodwater control agencies such as the Coachella Valley Water District in their planning, improvement and construction efforts of existing and future stormwater facilities that convey runoff in the General Plan study area. Continued implementation of the Palm Desert Master Drainage Plan will also reduce project-related cumulative impacts to acceptable levels, associated with the proposed General Plan. No significant cumulative impacts to hydrology are expected from the adoption and implementation of the proposed Palm Desert General Plan update. Geology/Seismicity Implementation of the proposed General Plan will facilitate continued urbanization of the General Plan study area, which is situated in a seismically active region. Buildout of the proposed General Plan will increase the number of residential homes, commercial and industrial buildings and population in the study area potentially exposed to strong ground acceleration and associated seismic hazards. Previous and potential ground motions in the study area and in the Coachella Valley have been known to cause " severe damage to the built environment, including structures and roadways. Other seismically induced hazards in the General Plan study area include liquefaction, seismically induced settlement, rock falls and landslides. Proposed projects in the General Plan study area will be required to adhere to the policies and programs set forth in. the proposed General Plan, the seismic standards and requirements of the Uniform Building Code and/or the International Building Code, and the recommendations of geotechnical consultants. Cumulative impacts associated with geotechnical hazards are not expected to be significant with the adoption and implementation of the proposed General Plan, provided that appropriate engineering and design measures are implemented in future development. VIII-5 TN/City of Palm Desert ' Draft General Plan EIR Section VIII—Growth Inducing and Cumulative Impacts Water Resources The Coachella Valley region is characterized as a low-lying and desert environment, which receives high amounts of direct sunshine and low rainfall, thereby resulting in high or higher water demands in comparison to other areas of the Southern California. The Coachella Valley relies on natural underground aquifers as the primary source of domestic water. However, the continued population growth and development in the region have increased the demand for water production, which eventually led to groundwater overdraft conditions in the Valley. Water imported from the Colorado River supplements groundwater recharge and helps to decrease the rate of overdraft of the aquifers. The City of Palm Desert has developed policies and programs that encourage and/or require water- efficient landscaping and irrigation design, as well as water-conserving home appliances and fixtures. The City also continues to implement the Water-Efficient Landscape Ordinance, as required by the California Water Conservation in Landscaping Act of 1990 (Section 24.04 of the Palm Desert Municipal Code).The Coachella Valley Water District, which is the primary domestic water service provider to the City of Palm Desert, continues to develop and implement regional water conservation programs. 1. Furthermore, the proposed General Plan is directed at providing and maintaining a dependable supply of safe, high-quality domestic water for the entire General Plan study area. The City shall also continue to coordinate with CVWD regarding the expansion and funding of sewer service to unconnected areas, such as the Sky Valley community. In its efforts to maintain water quality, the City also implements the NPDES program. The policies and programs set forth in the proposed t General Plan are expected to reduce cumulative impacts to water resources associated with the adoption t and implementation of the proposed General Plan. Biological Resources s Continued development and urbanization under the proposed General Plan will result in cumulative impacts to biological resources in the General Plan study area. Project-related cumulative impacts could include (1) loss and/or reduction of foraging territory for ranging species, (2) disruption of species' migration patterns, (3) creation of isolated subpopulations, and (4) restriction in "gene flow" between i existing subpopulations. The proposed General Plan includes policies and programs, which protect and preserve the biological resources within the Plan study area and the surrounding communities. Under the proposed General Plan, areas that contain sensitive plant and wildlife species are designated as Open :: i Space-Public Reserves. These areas include the Santa Rosa Mountains, which provide habitat for the federally endangered Peninsular Bighorn Sheep, as well as the Coachella Valley Preserve, which serves as a refuge for the Coachella Valley fringe-toed lizard.The proposed General Plan also requires the City to prepare and maintain a comprehensive list of native and non-native plants that complement the local environment, including prohibited plant materials. Proposed projects in the General Plan study area will be required to provide adequate mitigation measures concerning impacts to wildlife and habitat prior to development. The completion and implementation of the Coachella Valley Multiple Species Habitat Conservation Plan is anticipated to reduce cumulative impacts to biological resources. Adoption and implementation of the proposed General Plan is not expected to contribute significant cumulative i impacts to biological resources. Cultural Resources As discussed in Section III, the General Plan study area includes lands of high sensitivity for prehistoric and archaeological artifacts, as well as historic structures or historic-period archaeological remains. VIII-6 TN/City of Palm Desert Draft General Plan EIR T Section VIII—Growth Inducing and Cumulative Impacts l o Previous cultural resources surveys conducted in the General Plan study area have identified evidence of prehistoric and historic settlements. However, the continued development and urbanization of the General Plan study area will decrease the opportunities for documenting and preserving prehistoric and historic sites and other archaeological artifacts. Future development projects could potentially result in direct and/or indirect disturbance or destruction of sensitive cultural resources. In order to reduce project-related cumulative impacts, the goals, policies and programs of the proposed General Plan are directed at protecting and preserving cultural resources within the study area. The Plan restricts development in areas highly sensitive to cultural resources, which include the various canyons in the Santa Rosa Mountains and Indio Hills and the alluvial fans at the canyon mouths. The City requires cultural resource surveys for proposed projects, which have the potential to disturb or destroy sensitive resources. r The City also assures that every reasonable effort is made to manage cultural resources within its ri jurisdiction. It has established the Historical Societyof Palm Desert and adopted pted Ordinance 401, a historic preservation ordinance that provides the definitions and criteria of "historic site" and "historic district." Buildout of the proposed General Plan study area is not anticipated to result in significant cumulative impacts associated with archaeological and historic resources, provided that appropriate measures are implemented in future development. Air Quality qr Potential cumulative significant impacts to regional air quality are anticipated with the buildout of the i proposed Preferred General Plan Alternative. Although, air pollutants primarily originate outside the community, the increased production of electricity from fossil fuel could have adverse impacts on the P Southern Desert Air Basin and the Coachella Valley. Regional air quality degradation will occur as Ievels of carbon monoxide, exhaust hydrocarbons, and oxides of nitrogen and sulfur rise. Ozone and suspended particulates are the two pollutants of greatest concern in the Coachella Valley. Fugitive dust (PM,0) generation is largely a local condition and will require mitigation measures such as continued application of development controls and soil stabilization techniques, which are consistent with regional, state and federal regulation, to reduce these impacts to less than significant levels. Additional traffic in the General Plan study area will generate emissions, which are anticipated to contribute to the degradation of local and regional air quality. r� In order to reduce impacts to air quality, regional and local strategies are currently being developed and implemented. The proposed General Plan includes policies and programs that implements transportation demand management and congestion management strategies which are expected to control local contributions to air quality degradations. Buildout of the Preferred Alternative General Plan is anticipated to result in significant cumulative impact to air quality degradation associated with the i emission of combined future and existing air pollutants generated in the Coachella Valley and other air basins to the west. Noise *W_ Buildout of the proposed General Plan is anticipated to result in continued but predictable population growth, and an increase in traffic volumes on major roadways. Traffic growth unrelated to the proposed General Plan is also expected on regional arterials, including Highway I I I and especially US Interstate- VIII-7 itir� TN/City of Palm Desert Draft General Plan EIR Section VIII—Growth'Inducing and Cumulative Impacts 10. Finally, beyond the control of the City or other local jurisdictions, rail traffic along the lines of the Union Pacific Railroad is expected to increase in coming years but is not a consequence of the implementation of the subject Plan. All of these increases in traffic will contribute to an incremental cumulative rise in noise levels in the City and its surrounding area. The proposed General Plan includes a wide range of policies and programs, implementation of which are expected to reduce potential noise impacts associated with future development. Increased traffic volumes are considered to be the primary source of significant noise impacts, although the General Plan s also identifies other potential noise sources. Essentially, areas adjacent to major roadways projected to carry the highest traffic volumes are anticipated to experience the most traffic-related noise impacts. Other potential significant noise generators in the community will be mechanical systems (HVAC equipment) and the short-term impacts of construction activities. Under the proposed General Plan, the review of proposed projects in the City shall include the f= evaluation of potential noise impacts. Where necessary, future development within the study area will be required to conduct noise studies to identify project-related noise impacts and shall include mitigation measures that will reduce impacts to acceptable levels. Factors to be considered will include strategic placement of acoustical barriers such as masonry walls, the arrangement of attached housing to provide necessary shielding of outdoor living areas, and the incorporation of additional setbacks from roadways. The proposed General Plan includes programs directed at protecting the quality of the community's noise environment by providing community noise standards, land use assessments, continued implementation of the City's Noise Ordinance and other regulating measures that reduce noise impacts to the community noise environment. Adoption and implementation of the proposed General Plan will not significantly contribute to cumulative impacts associated with noise generated by the on-going urbanization of the study area. r , Landform Alteration/Visual Resources Sections II and III of this document describe the importance and value of the local mountains,vegetation and other natural forms which provide the unique visual resources of the General Plan study area and the entire Coachella Valley. The General Plan study area's character attributable to the mountain formations combined with the low-lying desert lands. Development facilitated by the proposed General Plan will i result in cumulative impacts to these natural resources. 4,� d In order to protect these visual resources, the proposed General Plan provides measures that require.a thoughtful evaluation of potential impacts on mountain viewsheds and scenic resource associated with proposed development. The proposed Plan encourages the integration of desert landscape into urban design, which includes the use of drought-tolerant vegetation. Furthermore, the proposed General Plan i restricts development in the Santa Rosa Mountains and conservation areas within the study area. In general, development involving clearing, grading, building and road construction will result in long-term adverse impacts to visual resources. Public Services and Facilities Development associated with the adoption and implementation of the proposed General Plan will result in. the cumulative increased demand on all community public services and facilities. The Coachella Valley experiences extremely high summer temperatures, which generate electrical energy demand VIII-8 f ' TN/City of Palm Desert Draft General Plan EIR Section VIII—Growth Inducing and Cumulative Impacts �3x comparable to, if not higher than other areas of Southern California. Substantial reductions to the y cumulative demand for energy can result from an increased reliance on non-polluting energy systems 66 and the construction of energy-efficient buildings. Continued growth in the General Plan study area will generate additional population that will have a direct impact on landfill capacities. One of the outstanding issues in the Coachella Valle is identifying Y Y g and securing alternative landfill sites. The goals, policies and programs of the proposed General Plan support recycling programs and aggressive waste minimization which could significantly reduce cumulative impacts to landfills. Regionally coordinated recycling programs play an important role in the reduction of the amount of materials being deposited in the landfills and in the preservation of resources. S i Expansion and population increase facilitated by the proposed General Plan will result in cumulative impacts, affecting services provided by the government and the possibility to generate disproportioned I revenue. At city, county, and state levels, public services are experiencing significant cumulative impacts as the State population continues to rise at a faster rate than the generation of operational revenues. For instance, ongoing urban development places increased pressures and demand on public school systems. Continued implementation of developer fees and assessment districts are expected to assist in the reduction of direct and cumulative impacts on public services. Development in the General r Plan study area is anticipated to provide sufficient revenues for funding required public services and facilities. l Socio-Economic Resources The proposed General Plan is directed at allowing the City to maximize its economic development potential, while establishing a balanced and secure financial future. It provides mechanisms that support diversity in the local economy and evaluates a wide range of commercial and industrial development opportunities, including general commercial activity,restaurants, tourism, clean industry and other types of development that take full advantage of existing and planned facilities, services and transportation infrastructure. The proposed General Plan focuses on the broadening of the City's tax base by actively facilitating revenue and employment generating development. In addition, the proposed General Plan improves the current imbalance between housing and employment in the community, and provides development opportunities for all types of residential land uses to meet the needs of all segments of the City's resident community. Cumulative impacts associated with socio-economic impacts are expected to be less than significant. yr_ ( VIII-9 l �F TN/City of Palm Desert Draft General Plan EIR Section IX—Organizations,Persons and Documents Consulted s t � RDAJLM D]EOT U DRAFT ENVIRONMENTAL IMPACT REPORT FOR THE b COMPREHENSIVE GENERAL PLA N s IX. ORGANIZATIONS, PERSONS AND DOCUMENTS CONSULTED A. Project Proponent I City of Palm Desert e 73-510 Fred Waring Drive Palm Desert, CA 92260 B. Planning/Environmental Consultant John D. Criste, AICP Terra Nova Planning &Research, Inc. 400 South Farrell Dr., Suite B-205 e Palm Springs, CA 92262 C. Transportation Consultant Urban Crossroads, Inc. 41 Corporate Park, Suite 210 Irvine, CA 92606 D. Biological Consultant AMEC Earth and Environmental 3120 Chicago Avenue, Suite 180 Riverside, CA 92507-3431 IX-1 TN/City of Palm Desert Draft General Plan EIR Section IX—Organizations,Persons and Documents Consulted �i. E. Geotechnical Consultant x� Earth Consultants International, Inc. 2522 North Santiago Blvd., Suite B Orange, CA 92867 F. Archaeology Consultant CRM Tech 2411 Sunset Drive Riverside, CA 92506 G. Coachella Valley Water District Coachella Valley Water District P. O. Box 1058 Coachella, CA 92236 H. Utilities i Coachella Valley Water District ` Southern California Edison The Gas Company V erizon t TimeWarner I. Public Agencies Phil Drell, City of Palm Desert Community Development Department Mark Greenwood, City of Palm Desert Public Works Department California Office of Planning and Research Fire Marshall, Riverside County Fire Department Gary Christmas, Riverside County Librarian J. Documents Administrative Review Draft, Coachella Valley Multiple Species Habitat Conservation Plan/Natural Communities Conservation Plan, prepared by the Coachella Valley Mountain Conservancy, August 2000. Air Quality Handbook, Appendix to Chapter 9 South Coast Air Quality Management District, April 1993. 1997 Air Quality Management Plan,prepared by South Coast Air Quality Management District, 1997. IX-2 TN/City of Palm Desert Draft General Plan EIR Section IX—Organizations,Persons and Documents Consulted i F California: A Bicentennial History. David Lavender, W.W. Norton& Company, Inc., 1976. w California Environmental Quality Act— Statutes and Guidelines prepared by the Governor's Office of Planning and Research, State of California, 1998. J CEOA Air Quality Handbook, prepared by the South Coast Air Quality Management District, April 1993. City of Palm Desert Zoning Ordinance,b the City of Palm Desert Y tY . City of Palm Desert General Plan Land Use Map adopted April 14 1994) prepared by Department of Environmental Services, May 13, 1993. City of Palm Desert Zoning Man prepared by the City of Palm Desert, April 1998. City of Palm Desert Annual Budget, Summary of Expenditures by Category, FY 2002-2003. ii City of Rancho Mirage_Comprehensive General Plan 1997. Riverisde County Integrated Plan 2002 City of Indian Wells General Plan 1996 City of Indio General Plan 1993 City of La Ouinta General Plan, 2002 City of Palm Springs General Plan 1993 Coachella Valley Economic Review, prepared for the Coachella Valley Economic Partnership by John Husing, Ph.D., July 22, 2000. Coachella Valley PM10 At tainment Redesignation Request and Maintenance Plan prepared by South Coast Air Quality Management District, September 1996. Coachella Valley Investigation Bulletin 108 Department of Water Resources, July 1964. f Coachella Valle Water Management Plan Y g , prepared by the Coachella Valley.Water District November 2000. Community Economic Profiles prepared by Riverside County Economic Development Agency, 1998. T Cultural Resources Technical Report for the City of Palm Desert General Plain, prepared by CRM Tech, April 11, 2000. IX-3 A f ' TN/City of Palm Desert Draft General Plan EIR Section IX—Organizations,Persons and Documents Consulted CVWD Draft Environmental Report for Coachella Valley Water Management Plan and State Water Project Entitlement Transfer,prepared by Montgomery Watson Harza,June 2002. Coachella Valley Water Management Plan and State Water Project Entitlement Transfer, Coachella i Valley Water District, Adopted October 2002; and associated Final EIR (SCH#'s 20000031027 & y 1999041032). "Demographic Snapshot," prepared by Claritas,Inc.,July 2003. }` Dollars and Cents of Shopping Centers, Urban Land Institute, 1997. En ineer's Report of Water Supply and Replenishment Assessment 2001/2002 prepared by Water / Resources Branch, Engineering Department, Coachella Valley Water District, April 2001. 1 Environmental Impact Analysis Handbook, by John G. Rau and David C. Wooten, 1980. Environmental Impact Report for the Mid-Valley Stormwater Channel, Coachella Valley Water District, prepared by Terra Nova Planning and Research,Inc., September 1990. Guidelines for Implementation of the California Environmental Quality Act, California Code of Regulations,Title 14,Division 6, Chapter 3. Section 15064.5(a)(1)-(3). Guidelines for the Preparation and Content of the Noise Element of the General Plan, California Department of Health Services, 1990. 1994 Highway Capacity Manual, Transportation Research Board Special Report 209. a Hydrology tudy/Whitewater River Basin for the "Magnesia Spring Canyon Detailed Project Report for Flo Flood Control," prepared by the U.S. Army Engineer District, Los Angeles, Corps of Engineers. September, 1983. Inland Empire Quarterly Economic Report, Volume 14,No. 4, October 2002. z Land Use Ordinance No. 348 of Riverside Count (as amended), prepared by the County of Riverside Planning Department, October 15, 1998. IN- The Master Drainage Plan for the City of Palm Desert, prepared by NBS/Lowry, Incorporated, March 1993. Natural Hazard Mapping Analysis and Mitigation: Technical Background Report in Support of the Safety Element of the New Riverside County 2000 General Plan prepared by Earth Consultants International,August 1, 2000. Palm Desert Economic Data Review, prepared b John Husin Ph.D. November 18 2000. • P P Y g, � , IX-4 f TN/City of Palm Desert Draft General Plan EIR Section IX—Organizations,Persons and Documents Consulted Palm Desert General Plan Land Use Element, prepared by the Department of Environmental Services, May 13, 1993. k Palm Desert General Plan Update Biological Report, prepared by Dr. Lawrence F. LaPre, June 29, fi 2001. ice, Palm Desert General Plan Update Traffic Study, prepared by Urban Crossroads,Inc. September 5, 2003. „[ Principles of Water Resource Planning Alvin S. Goodman, 1984. Seismic, Geologic and Flooding Sections of the Technical Background Report to the Safety Element of the General Plan for the City of Palm Desert Riverside County California, b Earth prepared Y Consultants International, January, 2002. Seismic Safety Element Riverside County General Plan prepared by the Riverside County Planning Department, 1984, as amended. r iw-1 Soil Survey of Riverside County California Coachella Valley Area prepared by U. S. Department of Agriculture Soil Conservation Service, September 1980. 1 Southern California Association of Governments, RTP Projections for Population, Housing and Employment, 2002. I Tenet Healthcare Corporation (2001). Retrieved July, 1, 2002 from the World Wide Web:http//www.jfkmemorialhosp.com. 1 The Cahuilla,Lowell John Bean and Lisa Bour eault Chelsea House Publishers, 1969. Trip Generation Sixth Edition, 1997, Land Use Categories 820, 832, 833, 834, 844, and 846, prepared by Institute of Transportation Engineers (ITE). to err IX-5 APPENDIX A hr►; INITIAL STUDY, NOTICE OF PREPARATION(NOP) AND RESPONSES TO NOP PREPARED BY: CITY OF PALM DESERT RIVERSIDE COUNTY, CALIFORNIA AND TERRA NOVA PLANNING & RESEARCH, INC. 400 SOUTH FARRELL DRIVE, SUITE B-205 ' PALM SPRINGS,CA 92262 z; MAY 19,2003 t NOTICE ON APPENDIX REDUCTION =, This technical appendix has been reduced by 50%o and printed double-sided to conserve paper ""- and to allow the technical appendices to be incorporated into the EIR. If you wish to have a full- sized copy of this appendix,please contact the City of Palm Desert at 760-346-06 1.1. 5 E a ro I I N No o I U m a c x E � � ca333 a gg ob -r. I tiv I m" Y7ili ° E v u u u a a LL w>c E I ' QQQQ ? I T I I m i H .X -T El v a v I { U rom V .t O � j U K J Q o Z o o m ro o`an H CN1 Cm 0 5 a. _ Q c T & `m' -- m E I •Cc .-� I ro t v�i o Q m nl , E 61 e) 1• o G tl�I >_ c } H � � � F- n •.. ._ CC � u 0. o � 6 0 �.o a U U U a ro o c r u m `u = F v _ - t� ., m .�" d <C o o m J rn r 2 o m y 1XJ�I VyI pq7 u N I I I I kl-I kl F'd lrl m 00 C � I fj v I e l I ooO I <auo I I t o I I q , a u I DODD I I i 3333o,.-Ivo I I � c o• ` � � Uaul bF � , Do❑❑ I � �' I � � ao� ` I `" i V a� I I � c� o irP F a ! o N a l I I DDDDDD� I I 3o3xd, y { , ro y m I E 06 I Z { DDDD , m o a l a l ! o I ! I I n o ! ° m ? ! I ( c ( boo I I au d I •" NI v � v � � _ aQ i I � I � �� I ��� I I •• � _�� i � alc,t_t� h c ❑❑❑❑ o mro I I ❑ ❑ f I < << I f NNNNNIMOR o y U I v s 30 o ;u t ( 0 � 7 tlao Irr � , F 55 IXI - a � c 5hhh c o ti o NDDD I o i o N • v v q `'0 I E d "ea -2dA� { o a� ti I c l u s atezo 7, 0 oo is Io o N I u 0 l u c�c�t7v I > aov�wd o o ow I -°� NODE] l o ❑❑ODD❑ I a I a ®❑®©❑l�®(J ( a { a u = g ltir A Terra Nova/City of Palm Desert GP EIR Notice of Preparation NOTICE OF PREPARATION OF AN ENVIRONMENTAL IMPACT REPORT FOR THE CITY OF PALM DESERT COMPREHENSIVE GENERAL PLAN UPDATE IN THE COUNTY OF RIVERSIDE, CALIFORNIA May 19, 2003 Prepared for City of Palm Desert 73-510 Fred Waring Drive Palm Desert, CA 92260 Prepared by r 1 L J Terra Nova Planning & Research, Inc.® 400 South Farrell Drive, Suite B-205 Palm Springs, CA 92262 C .O• O O W-� O a 0 -� w on �L "' o�v a y O v of ci� y N h a oo R 3 w o ai a> oo° n m w 8 o Ca: 0. �.o ti a ° ti o.�J ° o z o v o m m v 3 o c `d o a o ti v a W o �" Y vc ro ° o H v� ``"`� o o -o-o-ci'E m o R. 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Gerald R.Zimmerman Tom Dumas Board District'D Student Intern,401 Waier Quality Certiricatbn Unit Resources Agency ❑ Dept.of Fish b Garne ❑ Tahoe Regional Planning ❑ Dept.of Transportation 11 Division of Walar Duelily Nadell Gay- Sc°n Flint Agency(TRPA) Bill Figge Environmental Services Di.ision Lyn Barnes District'1 u Slate Water Resouces Conhol ML1 Dept.of Boating&Waterways Board 1 R"n Rmrnm ❑ Dept.of rsh b Game 7 ❑Dept.of Transportation 12 Mike Faik pnc,eu ❑Caw..uia Cuastal Donold Y.°d, !❑ 001C.or E,umgency Services E1Pb Joseph Di,.—of Wale'Night, <` Commission Hi,q—I John pu+den•Manager DIS!rlct-2. ❑ Depl.of Tox Subslances Conhol Ell2nbelh A,R!d,� ❑ Depl.of Fish b Came: CEQA Trackiicg n C.'w" y dn1 Bank Curts U Della Protection ComnJsslon -Business Trans 8 Housing Dept-or Conservation Pap- - m Rosea,v,e Taylor I� = Debby Eddy Regional Water Ou:alily Gnntrol v '_! Dept.of Fish b Gan!e 9 rq'' hfoualn9 b Community Oevclopm enl Board(RWOC81 m� r.9Uy Creswetl Dept.of Forestry b Firu Robert FIOMYe Prol-Non - - _ SenN Montce Mountains tlPueinq Policy Di islon Re91on'3 CPnder4ancy ❑ RWOCD T w Allen Reoenso" PaA Edeknan ❑CenranT Dlvfslon o!Aeronaullcs �;'t ❑Dept,of FlAhawf.b Game 4 Sand Hesnard Celtdeen Hudson U Office of Historic WJliam Lauiertwry. _ y floflh coast Regl)i I'I (•Preservation R;:gior 4 [) Dg .DI TransporlatiOr Hens Y.reu4'bi:'o U Calilornra Hlgltway Patrc' ❑RWOCB 2 U of Fish b Game 5 l.Dep I LL.lulie Page- Environn,creal m� Depl or Parks b Recfeallon ❑Dept.of T—,spnration t 'Jtir"c of Sh lof rn,ic�s Goordlnaior D.Noah Tilly nnur! Uw,Chadv:icM _ Feglon S.HvbiWt L m�servxir, tAdre Eagan. II yy Son Frnnt;lsv.Fay Ro•a'n'tn Brvirauue,nat S,ewxds!uu Proyra^, Di,,4ki 1 u Dept.of Trarsportatiun $h:linn c, _ non fleigesw ❑ RWOCB3 P❑Recla'nalion board U Dept-of Flsh b Game 6 '� Dep'.of Transportallon 2 Caltrans-Plarmi'tu :,engm cc-..flog...C.: _ Lbw—un chel Do,,A"J"''"' lJ Dept.or Gone,-IS—ices ❑RWOCB 4 ` z L.,';at,kod Roy r Habn,l C>lk ohu C,W,r l 2 <. 0 3""" Hebert Stappy .Innothan Bish:qr ❑ S.F.Bay C---ii—d Prop a' ❑ DepL of Tntosp°rtabeb'; Euvlrnnmaulal 5=",rxs S••'d'•?' L•>s Mtge)as Regna.PI; Devi Comm. ❑ Dept.of Fish b Game b 11M tell Pulvt.,,gal, Slew.McAdo,l, Tammy All— 01;160-- Au Resources Board ❑RWOCS 5S - � 11 Region 6.bywMouo.Hnbda: IJ Dept.of Transportat!on e J Poryo,t PrufrtL; CenPaf valley Ryl�s'I13 Li Dept of Walcr Resources r 1 Conscrvalkt.r'nX/nun -m,�tl,l, Jln Lem-', ❑ RW QCD 5F Hc.+oun:zs AyEn;y U Depl.of Fish b Gamc M D":'y':a ❑ T*.lsponnnv,P!olr:', Central Valley P -p n Haden uayob Tom 11,,mk !❑ Kun Kw FoSfW Biam 1. I Dept of 7ransporiallon 5 pain•. Manse Hcy— Devrd Murray ❑ R"W OCB SR ❑Indushlar P!01c:!s Cenrfnl Vulln P.r.:T:>•':'•' lsrc+lt�8 YVellnm rn'kc lolsi.np In!iP�rl Un�lent I;urnnliS�iUnS Red,tir 1Erou-t_nuc.-. JDept.61 rransponahan b tt Ma c Bio,baa'i f ❑RWOCB 6 'J Heallt 6 W<Ilarc ❑Calilornle Energy Commission Dishxi!i Cahrornia Inlagraled Wattr �„ Wayne HntA-J Mana9emenl Board Latusdou qe .r UPpi rd iloelil✓Dnnl.n.1 VJnlw Envirt'x,n ie.0ai�l'ri(:c f� Sus O'Lea'y - r-� 'J Dept.of Transponadrn,Y ❑ RWOCB 6V Native Amerlcan Mnritagc 1 ahnrd:sb Rn.�,.n!o; Stephen.I Bv�nul, I.. F:�oiJ 1,4(JIIi:IIIIUfC Comm. District; State Water Res°ur,;es r=�r'tr•>I Viciwvdla Dabbim l e5J y Beard J rtr.r ,.,i".. "+'Dept o!liars zporlatinpe Jet Ho-:t nnbar'Y ❑ RW OCB i -vu0 b Ayn.:.I rtr:: t-�+1 Pub1!c inluur„r- �v!sxr,ul F: 't--1':!-„"-•. COfrnedo fli:•�.:B� 'H.,x.+! Li,A.S<irn.o+f,, <r• 5tu,0_ Fen Laro' D!slrW d ueprh 07-1,:.'l+yx.wJi Stale Lands Commission. RWOCBB ❑Dept.of Tian sporlaiio r.c 5anln An:,Ilcu J an Senn. �!' :! ',aylo Rosander ❑ RWOCB 9 a ❑Goverrnrs Olbcr v,!>lannrt,o Dshk•p o 6 rlcsearch 0 a ll�r u APPENDIX B PALM DESERT GENERAL PLAN UPDATE BYOLUCICAI:REPORT PALM DESERT,CALIFORNIA . PREPARED BY; LAWRENCE F. LA,PRE,PhD' ter �r JUKE 29,2001 t , r NOTICE ON APPENDIX REDUCTION This.technical appendix has been reduced by 50% and printed double-sided to conserve paper to and to allow the technical appendices to be incorporated into the EIR. If you wish to have a full- sized copy of this appendix,please contact the City of Palm Desert at 760-346-0611 .. N M m m N N N oo Oo O,� N-M M M M.M N :A :w Q V O W O N c� V w•� G.Cd ai Q > o a :-n A � 0v'� c iVUU c w w r W oca � a:� Cu •sex :v 'bv � � � c Ate — 4: o o? 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J.e• " '{ r3- Z o��. � �t, � -. - •3v s�T� ��^'e t 4 r�� � �J,s�' .yL ;r�`F i z l,-��e��' '� `x y..1 a "; ..a...�?`.3S L r�a.Rf=}.&:..s3�35fi m:'�<t�,xzmrsemc•,.r<as G,:�P� �'��yi .���' �.s..rl�..�a��e,..,.icy.>,n._'I4`..��t� fir APPENDIX C CULTURAL RESOURCES'TECHNICAL REPORT° FOR CITY OF PALM DESERT RIVERSIDE COUNTY,'CALIFORNIA PREPARED BY: CRM TECH 4472 ORANGE STREET RIVERSIDE, CA 92501 r APRIL 11 2000 NOTICE ON APPENDIX REDUCTION This technical appendix has been reduced by 50% and printed double-sided to conserve.paper and to allow the technical appendices to be incorporated into the EIR. 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T7 ate+. o t o o m o b 1O2d° g,2w 3 w ^+ d ° daoL^bom N m N N all 0xv�33z� a� x� N F1 A G 0 x U o U�U m o u max. A G m m o Hyw °C. v G m v H Z v pup v w y co a am. R w a �o G ° A ri A 1:1 F�u4Pi..F cn ti� W irr APPENDIX D SEISMIC,GEOLOGIC AND FLOODING SECTIONS OF THE.TECHNICAL BACKGROUND REPORT TO THE SAFETY ELEMENT OF THE GENERAL PLAN ' FOR: CITY OF PALM DESERT, RIVERSIDE COUNTY, CALIFORNIA PREPARED BY: EARTH CONSULTANTS INTERNATIONAL 150 EL CAMINO REAL,SUITE 212 TUSTIN, CA 92780 JANUARY 17,2002 i NOTICE ON APPENDIX REDUCTION This technical appendix has been reduced by 50% and printed double-sided to conserve paper and to allow the technical appendices to be incorporated into the EIR. If you wish to have a full- sized copy of this appendix,please contact the City of Palm Desert at 760-346-0611. 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NOISE ELEMENT TECHNICAL REPORT ,PALM DESERT, CALIFORNIA PREPARED BY: URBAN CROSSROADS,INC. 41 CORPORATE PARK, SUITE 300 IRVINE, CA 92606 SEPTEMBER 4,2003 NOTICE ON APPENDIX REDUCTION This technical appendix has been reduced by 50% and printed double-sided to conserve paper and to allow the technical appendices to be incorporated into the EIR. 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N W J v �I i i7Y 3 w O o � �R O L € U CO I= W m m a O am z A_ v� C N C Q `p N i11111 � a y J m A I W T O L m c m O Q 0 y ry d W y a U N � 4w al o a W O y H U .Fai N a w a J J a IV p 1 Q O L N pI Y 3 Q -S W a 1 1 p m UI W 3 mtLi� v a V C 3 UI z d m$r o 111� mI N h a �I rn m o m o v m m m O 0-2-6 L ^ O U Z(D O c> iiw O N C N � U a N s lilt► o on N m O 0 ry O 0.3"O C 0 o r c o N c E. E oho-o �1E v�N p omo� mvcm O C N aci v o E o d�a N c ax v°lgu4) v O c T O c a) m. Lo,o n a W N C U o D_@ N U 0 U QI O/ C l l L � � 31 „ m3EmmNm ,°, w O £ O 76 d a 7C L H i0 N d N L N N O T �I O O L o.�m +� H O� f- to C 0 y C Q � O H °m.E�.N W U V > N J UI O G C N (p p U E E b N Wj O U: O C 7 U N n ❑ mi N x E@2o'�E o an n O N U pY N d N ° C OI E C U J N o x N m:p o�—'cooL= ° 's F-! U F- O L N«°N J C O U � a N O� .L H q 1I N V i0 J O Mf' i i i Aw ift too mo O m O X = (L O Z w Jr a Q > 0 F- U) No 4 ow t � ... it`• �: ` ON "> z mPFE v O A;: , O O _ tA c ) sr O C n r� { 1. A N O ��/ N n•., 13 C U � � J F ,BB11 41. J J :l � t�glti R+• '�.F � f•' Ai Ba• e � k P•'y�fipti ?-Md � � a.�'. � h l v •. x is �.: I a t-, a e: .�;• . � t �R• �I Z,J; Y yP�g• A ' t 1 I. 7 ��t' i I tiF ♦''' 1 6, r i .�1 4 S N c � p I J m � � h H J O O U U O O T 4 Xri�z�'t: 4f Q C 0 w a p 2 E a m c `o .� s - •kJ U J { r it 0 fiflu t% �, ,� .' v UP 89 aw% X* C t? T iyy+y I �t. � �� '�¢•1.r'Y' # iili� :..^� � Sly�� y L i a 3 1 A y r s r p s { 1 tit , 41 1p J ; I ��. ; y € i.i � 9 � O ICJ •S N O ! 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N O o O(w a« (U U U n. w � c ° Ec � w o a FI U H O.O N« O N U 7 n \ �1 � R A mm V Ol rN (OmO F_ rr m � rrM Q S r m Q S r O Z O Z m m m to° o N T V too Oz co UW Q> W } r r m } r r Q O O Q tT � Q p U t J M m N O a M O M T t0 0 0 0 N O m �v0 J N O m J tD m O r J O 01 O Q) Q Q Q N N Q m v :3 O Q p O C > F NmNM rnN F- IMO mm Noo OMi F m 0c) °D p2 0 QS O S 2 mrm >. C7 Z C� C� N O Z O Z Z Z m m 20 moNM =Ur Loom mom C? o 0 0 C �Z y m � w Z V m Z lo N Z r v m 0 0 W 0 W W N W O m > > > > W W w W oMvm.-ram oMv vvo o°0 0 r v O>M r V N N V m rn rn rn O Q Q Q ao�m `' m m U) Q. m dd m U Y (I. u) a m U Y W m W (a W ca W m F--a: O ' O F O F O t W FO-- JW(( xJ Wxx xJ w °Q a w 20 n w °Q Q > Q Q Q Q > w W > D w W > 7)w W Q Q2 2 Urban Crossroads Location Monterey Ave.No Magnesia Falls Dr. Count Date Tuesday 5/15/01 Abnormal Conditions -one 15 MIN AM— --AM PM__ PERIOD NCR-H-80 SOUTH-BD _Pm RFGk-4 C­ J-k"' 1-k1k ktc coral CarsNORTH-80 SOUTH-80 1100 615 k'J-Ak 1�klc 5­vt� T_j Can -,k T­j 12 I. 6 !1 '09 Iz 30 4 14 12 15 -11 2-1-6 1251 231 250 11 12.30 „912 4S 1 too 4 153 16 12:45 16 273 2 14 1 1 154 5 Voo 193 '02 T, -17-0 I Is 6 6 13 A 13 1 15 245 - -15 1.30 4 1� 4 3 li 1 30 267 219 1 23 4 200 6 6 14i 2 1 1, 7 0 0 7 2:00 '30 3 4 n n 6 4 2:13 261 227 248 230 7 119 3� 4 r, 9 7 61) - 194 24i 0 1 3 23o ':6 ­ 'i" :18 07 j 205 1 5 6 2 45 22, 3 DO 21� �1 i 241 6 4 0 G o 4-100 141 3 11 2 15 3.30 -63 _-43 I 29" 195 222 45 17 '4 132 207 I 1 7 1 A 16 400 3 0 u 0 3 '8- 201 3 400 '49 214 4 15 29 4 6 4 274 195 211 4 3 13 1 13t 195 0 JI 3 1 0 it f) S 207 4 45 36 213 14 '30 241 1 3-6 5.00 51 10 A 10 15 4 0 A 5 13 11 t10 11 4 0 16 5:00 214 22(> 60 -'3 'ji 3 0 213 2]t 1 1 3 6' to 5 15 207 1 2'5 :!:!a 234 1) 5' - 16 1 2'5:30 5 41 0 39 ,1 4 57 545 - -2' 241 600 33 _5, I 6 :!7 244 107 73 1 6.00 6:15 97 - 111 65 1) 23 4 199 209 6 3 1 33 6A5 ?06 0 117 135 33 to 1 213 145 15� 645 97 6:30 213 - - 151 176 32 11 22 113 i� C, 200 700 :50 97 645 t3o 1 0 161 :31 log 14 127 7:00 7 15 03 to 113 1 16� 16 165 1, 29 7 15 134 i 1 93 150 730 5 -1 1 1 164 1 147 123 1 1 �4' 7: 0 167, = n 1-6 :61 166 7 4i 133 -Soo 145 4 r. Ii? 131 1 1 153 7745 16- 0 Rif u 8 15 4 161 243 1 262 8.00 161 1- 91 97 3 ti ,, 119 246 1 363 3:15 Hi 8 0 3 192 II 194 330 '09 0 1.7 3 ji 1 F9 j 3, Z_11 �__ 1_3 ­0 ,—... 5 87 900 ISO 1 _1 113 -2 63 .9 9 Is 165 1", 11110 900 3- it ig 9 10 194 it 110 ii '63 9 15 4� 66 b9 9 45 193 - 280 930 4' 4� 49 so 230 9:45 4 000 1911 2 r, �i 11 '63 '91 10:00 36 49 :0 15 :94 216 196 51 -3 '20 10:15 34 1, 34 35 36 1030 33 -' -14 1 243 1030 '6 33 0 39 1045 '3 '4 r, 106 1045 17 37 1100 '41 '16 20 1 251 1 -J- 3 3' 100 :0 �z 24 11 15 436 221 1') 11 a 26 190 196 223 11 15 0 1 1 24 0 30 130 227 1 243 1 130 7 27 0 45 233 28 9 Is 262 214 1 230 11 45 9 0 1) 0 Total Vol, 4277 4963 4573 4 2_i 'Z f 7 iloj Is 736, �8� 4- z< DaiN ToWs - - - - t� 35-4 7106 4 5 31 ­ �9 '633 PROJECT 12139 ND To,jA 1154- 11679 Sa__W 12-16 OJECT Oi'90003 SOUTRL-ND CAR COUNTERS(714)9974499 DWI%Tout l 26283 tilt Will 111 iiili f J m O J m a a cl _ N Oz Oz (D m =Ur m m N n Z nm n m D Z n O z O z U)w (nw X w w N m M M r 0 0 0 � N N m O r m t7 0 0 0 M �-N m w N V N Q '2 C', J C4 -4 V � a a N a N N �Mmmu> r V chi o 0 0 r !O M m H O m N = NN(7 = rNrn .C :D O z o Z Z Z m m 20 01w"m0N 1:c rnm�n O �nmr O o a o �Z m W z w Z Vr Z rv)r Oz Oz z zw zw w w o no LL W W W w a r m a r a V N a w w Y(n w Y 0 w Y to a- U d UUY UUY UUY w a) - w CD�Of w m W U] J O J O �>-- -1 O 1}}- J O }} = pXwXXJX.XX�xJx 2 O>> = p>> = O>> > j Q Q Q Q > D W W > D w W w W a Nc")v�n a2= a:F= a2= I Oran Crossroads Lx t.on Fred Waring e/o Cook St C.`unf Date Tuesda,S 7&0t AC4)0 al conditions nCre ills 15 MIN AM- FIER1C)D EAST BDWEST-BD P" BEGA_V C­ 4-.Ak T-1 C­ 2-Az,c 3 A-,k 5-J"I, r�tal C­ 2-A.k 3�A EAST-SD WEST-BD -,I,1-.A.!r 5__.4.zjc T_j C_ klic I 11IC 'All, 5--k,1c T-1 ? mo 130 13 14- 116 0 1-,A 1) 171 1 3 te 1, 176 1 1 196 if, I_ 4 00 135 1 n(, 161 4 0 160 IRI 114 165 IS_. 109 to 145 149 15 tee 143 7 3 '00 IS4 III 14' 4 f, 197 110 3 230 22' 151 J_'l • 2 45 190 16 1 '11 16 3 1 16 1 300 186 23 3 119 170 370 4' 3 J5 243 '6.3 161 S 3 49 3 227 '5 f 119 -11 17(11 2- 14- 400 1 i 4 0' 16 211) 167 19� 4 6 u 7 400-215 30 1 246 136 41� 53 81) 6 8 4 164 4-.0 1 193 15 a 14- S_ 102 13 WIN 4 4� S_ 15 4 30 166 16 1 -14 :,4 5.00 4 4,c 132 115 2 ION 11) �4 43 500 135 19 .1 154 153 19 5 11 129 5�O :56 13 42 5 J� 134 IS 1 INO 116 is- 35 6' 5�O 157 14 217 A 13- 1 143 1 1-3 17, 600 14 1 r. 615 110 15' — 13- It'i 63 54�3-600 :�S 16 14- 62 39 61� 151 148 16 123 6.30 146 94 19 Ii-I 6 It) 143 8 I 4 111 119 7,0 1: 112 6AN 147 11 1 160 119 4 133 ]it 700 164 7 A 14� IS :14 13,) 1 58 14 3 1_4 119 14-1 7 to 135 1, 16 7 24 1 93 101 imp 7 4, 9� 7 30 110 11) 120 94 :2, S" _, I i F99 745 9s 33 92 12 Soo 67 IN 67 -4 6,'­ 11 1 34 8 1; �4 4' 14i 3 3� 3 45 161 49 3 5' 60 190 '06 ­6 34� 'S 3- 9,-)o 151 ISO - —4 2 65 9,i 901, J 1 3-1 59 1 143 165 '39 9 iN ''I 0 4 9 10 60 13 l3i 1411 21 - 9 9�4� 149 9 41 10 00 :1'9 4'5 13 41 16- 193 134 11) 11"0 -IS 0, 10 10 4-1 06 119710 114 113 26 10 143 1 18 '4� 'n 4- 0,0 0 tj "6 116 10 1� 6 0 6 33 3' : if 00 9 9. 4 9 13 11,00 :.30 Ii6 10 2 1) 116 :43 115 ij 11 45 m to 8 115 IIJi 2 0 16 0 1 0 3 13 6 I— -o 23 �N63 5627 603 Daily TOWS 61-91 4963 1 .14 .113 N 5360 PROJECT,05290002 SOUTHLAND CAR COUNTERS 17141 9974493 E13 Total 1 1�68 WB T�iA IA411 Daily ToWE2� imp o: Q 7. 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N m - I" J N .- V CO C m ° Z M C m 1p In v 0 f�D (rD /00 ci V a m U � hi m $ di -- . .. . -• c c m 3 3 a v e ry T m ya a m E m c y 0 u)�- W u > h T °p m o a rot m w CDa 2 n 2UU olilw' mJ o c C m h o o Q m m m m J cmi op o 0 g o,a- 02Li Li c a m H E cl o 1 n 3 ? CA m c °) = > m m m U m a 3 > m T E >rn `c a CITY OF PALM DESERT GENERAL PLAN NOISE ELEMENT CNEL WORKSHEET FOR LINE OPERATIONS TMn L,foal V,rt,p6 X Benler Diemr,ce (1) 121 (3) 14) 15) 161 C.ale9n'l' (Vain (tram prate (a b bast. P.-Y cr Gr$PL Car 01 Iel (a) (10) (11) (t2) (13) (lq) ({5)IJen114rnlon 4 Car SENEL lnm. Loco, o.. ..- SENEL SENEL N CNEL Ixn9N) x,nn,fil exletlrp) teat WnOon, f10bp,og a1100' defarce Cer Note COMPOSITE CNEL AT Ise) SENEL Qstence Lom. e^9kre ,` (Tana) puN,, wnWbutbn DISTANCE INDICATED 6B mralbn Oar6er usbnent JB al t0a e0enuapon: Barrier aalusmwpl dB dB r-w c, a wrt«uoa ro c. c,.c,. c..ae c'- r rteclian cy G.CS Cefiy (16) (17) (ta) 119)(21 ab.. oPera6aaa far zpo- 4oa fioa lift1 2500 40 0.0% 0 1W' 423 ts.3 fiq p FREIGHT , 0 0 100.] 100 0.0 0 0 1p0.0 1032 BS 12.0 75.0 40 0 96.3 ].5 p B00' 10 0 0 90.] 99w 68.3 ]1.3- 16.5 a 0 83.8 12.0 0 92.5 9q.5 eJ.9 06.9 00 0 09.4 59.1 02.1 2 450 40 0.0% 0 100• 7.1 88 M PA55ENGE 200. p 0 U 100.3 iW o.0 0 0 100.0 103.2 2 72.0 Opp. 4 96.J ].5 f 0 0 0 0.p.p 98.5 99 G 80.3 600' 16.5 0 p 1.5 I) 92 5 94.5 6) 0].e 12.p p 9 800 89.4 591 100 2W' 400• ' eaa zpa 40a ear 55W=user Iripula _ 42s_caln,lalea vane: 64•From mans 51 ro`nmer11s 1TroutidRa lroad�a`ase= r'I. Scenario: CITY OF PALM DESERT GENERAL PLAN NOISE ELEMENT Inp a ut Data: Results: B DIM-From Track 100 75.0 CNEL at 100' (25,50,100,or 150 teat) 71.3 CNEL al 200' 6SA CNEL at 400' /- Wall Height lin feet) 0 62.1 CNEL at 800' Observer Distance From 100 ]5.0 CNEL al ta0 Track I� Z _0 F_ U w w 0 X X o a z w w PLO a 0 Q z 0 a 0 lie im ill �i rho 0 o O O O V 1� cD .- O O O a I pm rl o In o Q o 0 o J Q W D _o z z j rn o co o E _ � and � mmm m Q mmrr C Z 'n 3 J w -j o gym= O o a N L➢ 11 Q k k O r a`a n M O N O U M Ni (c! C y 2 m ry + O N m C« 01 O O C6 hfo n 3 M r Zx U R CI. Cmh %i 'iC H %ini 1) tD a Q Q r O O O E F�. E > m Q Ip Q 2 lC' U N CIA V V 0o f L m m o j _ m x 1 0 W a m c M m CO C1 7 N m m m • h > Z J o 0 o c > m o m m W p N N m m ` J Q Q N O m y a <o <o r r T W N m N C N m U o ~ m n m ,� an d o v - m Q o O O 0 0 0 0 0 00 0 0 0 0 O o 0 6 o N o o m o o N 0 0 m 0 m r O of C IL m urto � E p moo >mSm aW� N ; (o r n m mmc m m mna ro Q m = m o C7 Q W " cmi j h Y m a ."p m m m 0 r tiJ m 4 Z W' WUJ q 2 o m o m m 2 m m m a m Q m mOU `0 = y m m O 0) 9 i x at I AND 3 Y 010 fall Ron NO Ego c ® I I Ala � � . r i� ; w • •?. a.� ® � �� � 3 w' � r _ d 9®N��''®s ear .r� �� • ®° -Memel � • _ _®t� ��. OVAA � �a�e aNO Ova R2P E R gig Bpi .w fdllow7 : yJ 9Tu'EN s . ! 5ar��� � ��• a Bd �l 1 �88,,,,{{ggg3 YYqq ��yy sacra ji t 6�1�"Ins- Iwo; Q�GlSSN � e*9 2Vf��' A m• I ti �. �I� P�9 I) �? �, r Eli all - I �� I::�•:I..I��..I�cab��, �� �fZ � ° e: n ��� ,I r rLRUE, diSs ®1�889i1188am� � la„a � a I h i! I II®®� ��1.8'� Illi''�$a 8 lly. 67�®°iia -�®'ie'S'g at t v���i J6� �a�^• ,`'"cxl • NOR!" 'lase axdaYYa� 1 ®a a♦ oy'��i.c!! 7 '�-`-I! al olio � a ~° H h 1 a 's1 i0• C® I � r,63 P ®in - e �'• e� sn� aYYi..>a• �D - �•! i �a 3yY �c7s?I�'' --i. !aP.{r sir-0 _b f • • • - f f • • �1 __— t.'• 'Fat' e SIM Mpg ® IN ., ® mill . , .alb _- ������ �� �.�`� �. • . i,p. sty s =um IIi lillfl4 ®1 T s + ��r , 4 � r �r //ii�lll r iu",�� f '-,-�r�al � x'� ,��`�>°?• l N I ■1 MIN { ,E, y ..• III III�slllllllll�'lll�� e'er ' f , s '1 Rn ■ A IIUIII111111111�IIIII3 N ■ a-: sr ail �i - � .� 11 ,� � ■ tt • • 1 • 1 • • 11 1, APPENDIX F CITY OF PALM DESERT GENERAL PLAN TRAFFIC STUDY PALM DESERT, CALIFORNIA PREPARED BY: URBAN CROSSROADS,INC. 41 CORPORATE PARK, SUITE 300 IRVINE, CA 92606 Sri rw. » SEPTEMBER 5, 2003 - NOTICE ON APPENDIX REDUCTION This technical appendix has been reduced by 50% and printed double-sided to conserve paper and to allow the technical appendices to be incorporated into the EIR. 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TABLE ES-1 PALM DESERT GENERAL PLAN UPDATE LAND USE ALTERNATIVE TRIP GENERATION SUMMARY NORTH DISTRICT ' CURRENTLY CURRENTLY CURRENTLY ADOPTED ADOPTED ADOPTED GENERAL GENERAL LESS GENERAL MORE PURPOSE PLAN PREFERRED DELTA(A) %CHANGE PLAN INTENSE DELTA(A) %CHANGE PLAN INTENSE DELTA(A) %CHANGE I Home Based Work Productions 9,669 14,788 5,119 52.94% 9,669 13,358 3,689 38.15% 9,669 17,179 7,510 77.67% Home Based o Attractions 21,930 22,848 918 4.19% 21,930 21,669 -261 -1,/9% 21,930 23,168 1,238 5.65% Home Based Social/Recreation -•? Prodecliuns 10,010 15.859 51849 58.43% 10,010 13,766 3,756 3Z52% 10.010 18.250 8.240 82.32% FTomeS�s3 Souz eueation !tractions 16.884 16,716 -168 -1.00% 1'; 16,785 -699 4.14% 16,884 17,347 463 2.74% Home Based Shopping]Personal Business Productions 22,499 35,733 13,234 58.82% 22,499 30.889 8.390 37.29% 22,499 41,OT8 18,579 82.58% ome ased 61"pt"gi eersoral Business Attractions 47,954 49,927 1,973 4.11% 47,954 49.040 1.086 2.26% 47,954 51,067 3,113 6.49% S Home Based School Productions 2,911 4,556 1,645 56.51% 2,911 4,006 1.095 37.62% 2,911 5,260 2,349 80.697% Flo—me aseilScTloMIT[ractions 0 0 0 0.00% 0 0 D 0.00° 0 0 0 0.00 Non-Home Based Productions 82,3221 84,3471 2.0251 2.46% 82,322 81.717 -605 -0.73% 82,322 84,939 2,617 3.18% Non-Home Based Attractions 82.334 84.382 2,048 2.49% 82,334 81,715 -619 -0.75% 82,334 84,927 2,593 3.15% t Total Productions 127,411 155,283 27,872 21.88% 127,411 143.736 16,325 2.01% 127,411 166,706 3Q295 30.84% olal Attractions 169,1021 173,8T3 4,771 2.82% 169 t02 768,609 -493 - -0,29% 169,102 175.509 7,407 4.38% f7�T- 296,513 329.156 32,643 it01% 296,513 312,109 15;832 5.34% 296,513 343,215 46,702 15.75% N MID DISTRICT CURRENTLY CURRENTLY CURRENTLY ADOPTED ADOPTED ADOPTED GENERAL GENERAL LESS GENERAL MORE PURPOSE PLAN PREFERRED DELTA(A) %CHANGE PLAN INTENSE DELTA(A) %CHANGE PLAN INTENSE DELT;,I" %CHANGE Home Based Work Productlons 2,345 3411 45.46% 2 345 2,998653 27.85% 2,345 3,960 1 69.72% ome ase w Itra tuns 7,742 5,807 -24.99% 7,742 6,583 -1;159 •14.97% 7,742 6,585 -1 -14t4% Home Based Social/Recreation Productions 2,345 3,610 53.94% 2,345 3,086 741 31.60% 2,345 4,297 1.952 83,24% Home Basedoval Recreation Attractions 11,171 9.272 -17.00% 11,171 9.041 -2,130 -19.07% 11,171 8,914 -2.257 -20,20% Home Based Shopping/Personal Busirwss Pro_duclions 5,245 8,121P2 54.83% 5,245 6,924 1,679 32.01% 5.245 9,687 4 442 84.69% ome asae $oppmg ersona Business Attractions 33.089 33,494405 1.22% 33,089 29,582 -3.207 -9.69% 33,089 29,678 -3 411 -10.31% Home Based School Productions 689 1,041 3521 51,09% 6891 8915 207 30.04% 689 1,233 544 78.96% Home Based Schoo ra ons 9,464 11,750 2,286 24.15° 9,4641 9.649 185 1.95° 9.464 9.863 399 4.221% Non-Home Based Productions 46.662 42,123 -4.739 -10A1% 46,862 40.313 -6,549 -13.98% 46.86 39:235 -7.627 -16-28% Non-Home Based ABraclons 46,844 42,132 -4,712 -10.06% 46.844 40,242 -6,602 -14.09% 46,844 39.267 -7.577 -16.171/6 11 Total Productions 57,486 58,306 820 1 43% 57,406 54,217 -3,269 -5.69% 57,486 58,432 946 1.65°/ Total Atl—lions 108.310 102,455 -5,855 -SA1% 108,310 95.397 -12,913 -11.92% 108,310 94,307 -14.003 -12.93 V LL A 165,796 160,761 -5.035 -3.04% 165.796 149,614 -16,182 -9.76% 165,796 152,739 -1 J,057 -7.88% N O L N O .0 (O O I_L O C C N U U O) 7 rA f6 L C) f0 d`C (n Y O 0 O m ? .� a. coo 0 ¢ ° a) 3 Aly N E 02 m Q m m > 7 CC U C (9 N ` 0 U N C (0 [O o U E N c U o > > � aci m m m m o c E _ o m E m N CU c c Q > (0 7 -O O CD N , C > c co w c m o at > v ° F E 10 D Q a) (0N `tU a) O U) to "U' >' -0 N O Q O - C Fv C U 4w N LL LL L N N 0 O O co U N O N @ L O C W LL _5 n n �c m w rn E E r -' o > U Q N a7 D v o U o m m E U) m -0 W '`o > D a m 0- Z W m Y T 0 O c c o -E «. O o C) > C) W 4 c CD CD U. J U) C � N a) c0 m 7 �C.. O 0- W m CL L vt° E w ` c m C: 0 (2 .� -1 4 rn d o m c o f C> c c m U Uj Uj � ° 0 E c ° y v oCO (D c Z d N .L.° n. O r 0) -0 C l0 tYOi C C O x x c tv c c d7 m '� c UW' o c N o 0 -m n a m o al i6 @ o E `o Q to >, o ai E E rn E E c a) o rn x D E c m m Q a m c o a7 C U C U N N N rn d rn N N N Qt '— W 0 c c 0 rn 2 x o 0) Q Q c c n C o aci o c w m v o N c u Y o 01 :' _ c C U W 0) O (6 0) ; . 0 C H U O Q) N w rn f-• U T 0 t0 O N O m O Cn d .f1 m U N p U C 0 U d J W @ ID +? C lw U E S o m m rn 0) a� m 0 m ILL! 0 m rn � fK U m � �' c 3 . . . . W w axi 2 0 to la N U to ai v C c m m > (0 IR m O >, @ U W E _> L U N d L N CCUQ- `� t— 3 L c N m H L ro 3 n m@@ m m a rn rn c N c a t� o N E a p m to U d L Q 7 c H Q E M @ O ro � c aXi d ri o C 0 @ @ U (!J ' L m F— N (6 @ N E N � .Lm-. w 3 p) E m o Y v - m r ° o W O j 7 > o m c @ n C7 Z aci m 3 L aLm c : n N 3 c � L@. o N y m 3 c _ _ m n c am) 0 .m r0 v E O 'm LL E m O U CL c _@ m o > C O C m m N 7 C O m T U U U @ m E Y d Q- '-' O it •� - -c` w rn 2 O O O> O v- , L @ ID a' .Lm. - T w OU N U C C ro N m N U @ L � 2 @ >, N m m ~ L tr---. � C v c O � ° 'L U m LO > O O N N m U C _ 7 EU > mN m C OC ca U + inm d .Lm+ > 'co, m U m m �-- O 0 m U C C, O L (D V a N oU d U IUD . O 0. m U 0 N EN .O 2 E N � N N U C +m W_ 75 NyN " omc > cm =° aia E o Noo T a) o E c NLNEC v a is cozan Z• m N m n > c m m m _� m@ Z -03 m m m N > @ E w > Y N O > Ur o d � o ro m v v o c o` m m o v E v v m 0 to r C ro y.. C C >, O U) E C r X 0) -C .L-. F-- O -C a- O °` N @ C m @ @ N U m 7 @ d 0 N U m O1 m@ w o y E o = c m W y N m E 3 > c m C 'O d d U m @ m m N 0) >: (>0 C O -0 O @ @ V N U QE° p- . Uo m N o 2 7> vCm> co m L@ E 2a `°o � @ �Oc ? 4nO > a> E E > E E oa) sO 0 °N > U m E c N7 a o o o > J) in b- H O L ` � U U L U Lu @ w )ai Oti 0 m � w � Of v w 6 TABLE ES-1(CONTINUED) PALM DESERT GENERAL PLAN UPDATE LAND USE ALTERNATIVE TRIP GENERATION SUMMARY SOUTH DISTRICT CURRENTLY CURRENTLY CURRENTLY ADOPTED ADOPTED ADOPTED - GENERAL GENERAL LESS GENERAL MORE "d PURPOSE PLAN PREFERRED DELTA(A) %CHANGE PLAN INTENSE DELTA(A) %CHANGE PLAN INTENSE DELTA(A)%CHANGE Home Based Work Productions 28,106 29.208 1,102 3.92% 28,106r34,014 1,057 3.76% 28,106 29.515 1,409 5.01% Home Base Work Attractions 20.139 20,684 545 2.71% 20,139 409 2.03Yo 20,139 20,953 814 4.04Y. Home Based Social/Recreation Productions 28,646 29,812 1.166 4.07% 28,646 1,106 3.86% 28.646 30,119 1473 5.14% Home BasedSocial/Recreation Attractlons 29.762 34,354 4,592 15.43% 29.762 4,252 14.29% 29,762 34,987 5,225 17.56%Home Based Shopping/PersonalBusiness Productions 64172 66,796 2.624 4.09% 64,172 2486 3.87% 64,172 67,477 3305 5.15%Home ase hop g ersonal Business Attractions 74,441 89.845 15,404 20.69% 74,441 14,764 19.83% 74,441 92,343 17,902 24.05% Home Based School Productions 8.371 8.71l 340 4.06% 8,3711 8,695 324 3.87% 8,371 8,801 430 5.14% Home Basedra tons %785 10,009 224 2.29% 9.785 10,253 468 4.78% 9,785 10,509 724 7.406 Non-Home Based Productions 118 07 34 135,170 16,436 13.84% 118,734 135,042 16,308 13.73% 118,734 135,862 17.126 14.43% Non-Home Based Attractions 118,797 135,167 16,370 13.78% 118,797 135,038 16,241 13.67% 118,797 135,860 17.063 14.36% Total Productions 246.029 269,697 21.668 8.742i 248,029 269,310 21,481 8.58% 248,029 271,774 23,745 9.57% Total Attractions 252,924 290,059 37.135 14.68% 252,924 289,058 36,134 14.29% 252924 294,652 41,728 16.50% L A 500,953 559,756 58,803 11.74% 500.953 558,368 57,415 11.46% 500,953 566,426 65,473 13A7% IA CITYWIDE TOTAL i EXISTING EXISTING EXISTING w GENERAL GENERAL LESS GENERAL MORE PURPOSE PLAN PREFERRED DELTA(A) %CHANGE PLAN INTENSE OELTA(A) %CHANGE PLAN INTENSE DELTA(A)%CHANGE Home Based Work Productions 40,120 47,407 7,287 18.16% 40,120 45,519 5,399 13.46% 40,120 50.674 10,554 26.31% Home Basedor Attractions 49,811 49.339 A72 -0.95% - 49,811 48.800 -1,011 -2.03% 49,811 50706 895 1.80% Home Based ScciaV Recreation Productions 41,001 49,2Bi 8,280 20.19% 41.001 46,604 5,603 13.67% 41,001 52,666 11,665 28.46% Home Based ocia Recreation Attractions 57,817 60,342 2.525 4.37% 57.817 59,240 1,423 2.46% 57,817 61.248 3.431 5.93% Home Based Shopping/Personal Business Productions 91.916 110,650 18,734 20.38% 91,9% 104,471 12.555 13.66% 91 916 118.242 26.326 28.64% Home Based Shopping/ ersona •- -`- BusinessAttractions 155,484 173,266 17,7821 11.44% 155,484 166,127 12,643 8.13% 155,484 173,088 17,604 - 11.32% Home Based School Productions 11,971 14,308 2,337 19.52% 11,971 13.597 1,626 13.58% 11,971 15,294 3.323 27.76% Home Flased schoNATFRII—ons 19,249 21,759 2,510 13,04% 19,249 19,902 653 3.39% 19,249 20,372 1.123 5.83% Non-Nome Based Productions 247,918 261,640 13.722 5.53% 247.918 257,072 9.154 3.69% 247,91 260,036 12,118 4.89% rNonomeBas Attractions 247,975 261,681 13,706 5,53% 247.975 25'995 9,020 3.64% 247,975 260.054 12.079 4,87% Productions 432,926 483,286 50 360 11.63% 432,926 467,2fi3 34,337 7.93% 432,926 496912 63.986 14.78% Attractions 530.336 566.387 36,051 6.80% 530,336 553,064 22,728 4.29% 530.336 565.468 35,132 662%ALL TOTAL 963,262 1,049,673 86,411 8.97% 963,262 1,020,327 57,065 5.92Y. 963262 1,062,380 99,11E 10.29% U.1UcJobs1000551EzceR[00055-04.xls)TES-1 s TABLE ES-2 PALM DESERT AVERAGE DAILY TRAFFIC(ADT)SUMMARY DAILY TRAFFIC VOLUME EXISTING EXISTING LESSM821427 ROADWAY SEGMENT FROM TO COUNT GENERAL PLAN PREFERRED INTENSE Desert(Crossm north of SR-111 SR-111 1,500 1,500 1,572 1,513 Desert Cross( SR-111 south of SR-111 8.600 8,600 8.600 8,600 Town Center W Fred WaringDr. SR-111 7,700 7,700 8,156 8,088 - III Paseo _ SR-111 Plaza W 5,800 8.436 8,946 8,901 9,079 El Paseo SR-111 Portola Av. 6,500 10,115 11,038 11,011 11,467 Plaza Wes__ Shoppinq Center SR-111 4,500 4,500 4,509 4,517 4,529 Monterey AV. Varner Rd. 1-10 WB Rams 15,600 46.074 47,451 46,405 48,163 MontereyAv. 1-10 WB Rams 1-10 EB Rams 22,600 52,975 53,765 52,526 54,196 Monterey Av. I.10 EB Rams Dinah Shore Dr. 32,700 63.657 64,860 62,379 64,576 Monterey Av. Dinah Shore Dr. Gerald Ford Dr. 34,600 40,055 42,238 41,872 42, 338 Monterey Av, Gerald Ford Dr. Frank Sinatra Dr. 22.900 31,172 32.943 32.339 33,578 s Monterey AV. Frank Sinatra Dr. Counta Club Dr. 30,600 30.600 33,226 32,772 34,779 MontereyAv. 11 Count Club Dr. Parkview Dr. 26,300 35,948 38,963 38.298 39,589 Monterey Av. Parkview Dr. Fred Waring Dr. 23,000 30,018 32,388 32,561 32,671 MontereyAv, Fred Wari Dr. SR-111 20,500 27,W4 29.738 30,061 29,774 r Monterey Av. SR-111 El Paseo 22,800 37,529M- 22.8GO 39.340 39,112 Coll a of the Desert north of Fred Warin Dr. Fred Warin Dr. 4.300 4.300 4.424 4,430 VJ Colte a of the Desert Fred Wari Dr- south of Fred Warin Dr. 400 687 1,031 1,033 1 San Pablo Av. Ma nesia Falls Dr. Fred Wari Or. 10,000 1000Q 10,112 70,218 San Pablo Av. Fred Wari Dr. SR-111 11300 11,300 12,711 12,903 San Pablo AV. SR-111 EI Paseo 5,600 5,6 006,023 6,387 San Luis Re Av. SR-111 EI Paseo 6,600 6,6006,7T3 6,665 Portola Av, Varner Rd. 1-10 WS Ram s - 33,11832,848 34,462 Portola AV. 1-10 WB Ram 1-10 EB Rams 37,48837,269 38,942 B Podola Av. 1-10 EB Ramps Gerald Ford Dr. - 47,256 48,234 46.379 47,889 Portola Av. Gerald Ford Dr. Sine Rd. 5,2G0 29,040 30,948 30,156 30.731 Portola Av. Frank Sinatra Dr. Count Club Dr. 9,600 371492 39,495 39,040 39,301 t Portola AV. Country Club Dr. Hovle Ln-E. 18,600 29,444 31,269 30,699 30,971 Portola Av. Hovley Ln.E. Magnesia Falls Dr. 20,500 27,087 28.358 27,709 28.247 Portola Av. M nesia Falls Dr. Fred Waring Dr- 17,400 22.552 24,266 23,259 23,873 -` Portola Av. Fred Warinq Dr. SR-111 19,300 23,561 24,275 24,082 24,274 Portola Av. SR-111 El Paseo 13,000 13,000 12,955 13,044 12,887 Dee Canyon Rd. Magnesia Falls Dr. Fred WaringDr. 19,800 19,800 19,538 19,551 19,539 Dee Canyon Rd. Fred WaringOr. SR-111 22,600 22,600 23,350 23,017 23,291 Dee Can on Rd. SR-711 Fairwa Dr. 8,300 8,300 8.464 8,4311 8,461 Hos italit Dr. north of SR-111 SR-111 1,500 1,919 1.772 1,867 1,873 Hospitality Dr. SR-111 south of SR-1t1 5,900 5,900 5,877 5,880 5.905 Chase School Rd. Ramon Rd. Varner Rd. 400 20,269 30,818 22,980 34,683 Chase School Rd. Varner Rd. 1-10 WB Rams 5,900 33,934 46,116 40,8126 48.773 Cook St. I-10 WB Rams 1-10 EB Rams 10,700 40,912 51,601 47,640 53,216 Cook St. 11-10 EB Ra-ps Gerald Ford Or. 21,9001 52.743 61,962 59,470 62,935 Cook St._ Sine Rd. Frank Sinatra Dr. 16,700 fi0,648 58,645 60,737 TABLE ES-2(CONTINUED) PALM DESERT AVERAGE DAILY TRAFFIC(ADT)SUMMARY DAILY TRAFFIC VOLUME EXISTING EXISTING LESS MORE ROADWAY SEGMENT FROM TO COUNT GENERAL PLAN PREFERRED INTENSE INTENSE Cook St Frank Sinatra Dr, Country Club Dr. 22,100 40,993 46,389 45,936 47,463 Cook SL CountryClub Dr- Hovle Ln.E. 27,700 45,490 51,236 50,713 51,490 Cook St. Hovle Ln.E. Fred WaringDr. 25,500 34,302 51,236 50,713 51,490 Cook St. Fred WaringDr. SR-111 14,300 32.695 35,707 35,597 35,919 Cook St. SR-111 Fairwa Dr. 7,300 7.300 7,121 7.132 7,162 Emerald Desert Dr. Kalahari Desert Dr. Frank Sinatra Dr. 2,200 2,200 2,132 2,181 2,211 Eldorado Dr. Frank Sinatra Dr. Country Club Or. 3,200 3.200 3,304 3,216 3,367 Eldorado Dr. Coun Club Or. Houle Ln.E. 3.500 7,759 10.884 10,971 11,250 Via Toscana Houle Ln.E. Pisa - 2,749 2,843 2.829 2.903 Eldorado Dr. Fred WaringDr. SR-111 5,400 9,472 9,651 9,710 9,661 Eldorado Dr. SR-111 Fairwa Or. 4,500 9,001 9.523 9.508 9,610 Thousand Palms Canyon Rd. Dillon Rd. Ramon Rd. 1,600 2,757 4,363 4,146 4,446 Oasis Club Or. Count Club Dr. Houle Ln.E. 5,200 5,200 6,281 6,111 6,834 Washington St. Av.38 Varner Rd- 9,500 62,030 62,745 60.455 64,386 Washin ton St. Varner Rd. 1-10 ES Ram 23,700 69,872 72,813 70,851 73,936 to YVashi ton St. 1-10 ES Rams CountryClub Dr- 46,200 71,124 74,J86 73,625 75,991 Washi ton SL Count Club Dr. Houle Ln.E. 15,300 41,372 43,769 42,863 44,565 o' Washin ton St. Hovle Ln.E. Fred Waring Dr. 31,000 43,255 45,151 45,099 45,502 Washin ton St. - Fred WaringDr- SR-111 27,200 45,351 46.695 46,319 47.132 Dillon Rd. Hot S rin s Rd. Thousand Palms Can on Rd. 2,500 2,789 3,658 3,526 3,715 Ranwn Rd Bob Hope Dr. t-10 EB Rams 24,100 46,585 47.053 46,654 48.133 Ramon Rd. 1-10 EB Rams 1-10 WB Rams 19,100 27,476 28,475 28,015 30,010 Ramon Rd. I-10 WB Rams Varner Rd. 15,900 27.476143,633 ,475 28,015 30,010 Ramon Rd. MontereyAv. Chase School Rd. 6,600 10,627 ,819 13,846 20,245 Dlnah Shore Dr. Bob Ho a Dr. Montere Av. 20,500 46,791 ,798 46,629 47,326 Dinah Shore Dr. - Montere Av. Portola Av. 39,309 ,127 35,069 35,599 Gerald Ford Dr. Bob Ho a Dr. Montere Av. 15,600 38,809 ,837 38,215 39,539 Gerald Ford Dr. MontereyAv, Portola Av. 15,500 40,576 41,590 42983 Gerald Ford Dr Portola Av. Cook SL5,900 33,277 ,428 34,286 34,280 Gerald Ford Dr. Cook St. Frank Sinatra Dr. 4.000 11,830 16,215 14,836 16;138 S ine Rd. Portola AV. Cook St. 3,845 12,230 12,200 11,954 Frank Sinatra Dr. Bob Hope Dr. - Monterey AV. 13, 000 24,309 24,918 A 25,638 Frank Sinatra Or. MontereyAv- Portola Av. - 1/,300 25,920 27,522 28,370 Frank Sinatra Dr. Portola Av. Cook St. 6,600 22.874 26,1426 26,785 Frank Sinatra Dr. Cook St. Gerald Ford Dr. 6,000 8,259 8,2407,465 Frank Sinatra Or Gerald Ford Dr. Eldorado Dr. 9,200 15,627 17,432 17,088 Av.38 Varner Rd. Washin ton St. 300 26,907 24,652 25,175 Tamarisk Row Or. Eldorado Dr. Count Club Dr, 6,400 13,249 14.9981 14.741 Varner Rd. Montere Av. 1-10 WB Ram at Mont ere 4,000 30,697 29,205 30,974 arner Rd. I-10 WB-Ram at Montere Portola AV. 4,000 17,626 17,326 17,961Varner Rd. Podola AV. I-10 WB Ram at Portola 4000 4 4 44,711 44,608. +1111 TABLE ES-2(CONTINUED) PALM DESERT AVERAGE DAILY TRAFFIC(ADT)SUMMARY T� DAILY TRAFFIC VOLUME EXISTING EXISTING LESS MORE ` ROADWAYSEGMENT FROM TO COUNT GENERALPLAN PREFERRED INTENSE INTENSE Varner Rd. 1-10 WB Ramp at Portola Chase School Rd. 4,000 30,141 32,039 31,455 32.435 Varner Rd. Chase School Rd. Av.38 3,500 30,359 37,399 36,358 37,852 x Varner Rd. Av.38 1-10 WB On Ramp at Washington 3,500 5,320 6,341 6,269 6,400 "-' Varner Rd. 1-10 WB On Ramp at Washington Washin ton St. 6,300 13,330 14,919 14,845 14,970 ' Varner Rd. Washington St. 1-10 WB Ramps 14,400 29,322 30,883 30,493 31,431 Varner Rd. 1-10 WB Ramps Adams SL 7,000 21,371 22,481 22.107 22,919 1-10 Fwy. w/o Bob Hope Dr. Bob Hope Dr. 83,000 208,400 211,000 209,600 210.800 1-10 Fwy. Ramon Rd. Monterey Av. 85,000 218,000 221,100 219.400 219,700 1-10 Fwy. Monterey Av. Portola Av. 81,000 225,900 229,400 228,700 229,600 1-10 Fwy. Portola Av. Cook St. 81.000 232,700 234,900 233,700 235 300 ? Cook S. Washington St. 227,200 227,800 226,7002291-10 F , ,500 - 1-10 Fw. Washington SL E/O Washington St. 64,000 202,500 204,700 202,800 205,800 1-10 WB Ram (Washington St. 1-10 Fwy. Varner Rd. 10,000 10,000 10,450 10,433 10,559 1-10 EB Ram Bob Hope Dr./Ramon Rd. 1-10 Fwy. Bob Hope Dr. 19,705 19,784 1 19,696 20,333 - 1-10 EB Rams Bob Hope Dr.!Ramon Rd. Ramon Rd. 1-10 Fwy. 7,700 20,056 19,919 19,923 19,353 >: 'f 1-10 EB Ram Bob Hope Dr./Ramon Rd. Bob Hope Dr. 1-10 F 8,213 8,651 8.467 8,702 En 1-10 WB Ram Bob Hope Dr.I Ramon Rd. 1-10 Fwy. Bob Hope Dr. - 22,226 22,495 22,060 22,501 1 1-10 WB Ramps(Bob Hope Dr. Ramon Rd. Bob Hope Dr. 1-10 Fwy. 21,183 21,182 20,960 21,478 � .y 1-10 EB Ram (Monterey Av. 1-10 Fwy. Monterey Av. 9.100 10,394 9,829 91485 9.363 1.10 EB Rams(Monterey Av. Monterey AV. 1-10 Fwy. 7,100 14.881 14,943 14,636 14,905 1-10 WB Ram (Monterey Av. 1-10 Fwy. Varner Rd. 5,900 11,668 10,831 11,459 11,742 1-10 WB Ram (Monterey-Av. Monterey Av. 1-10 Fwy. 6,700 8,192 7,576- 7,399 7,261 1-10 WB On Ram (Washington St. Varner Rd. 1-10 Fw - ,8,892 8,990 8,691 9,013 c 1-10 ES Ram Wash' ton SL 1-10 Pwy. Washington St 23,212 23,173 23,186 23,401 1-10 EB Ramps(Washington St Washington St. 1-10 Fwy 13,610 14,726 23,316 15,201 1-10 EB Rams Portola Av. 1-10 Fwy. Portola Av. 12,731 13,299 12,940 12,832 1-10 EB Ram Portola Av. Portola Av. 1-10 Fwy 11,681 11,287 11.073 11,583 1-10 WB Ram Portola Av. 1.10 F Varner Rd, 15,114 15,057 14,430 14,446 * 1-10 WB Ramps Portola Av. Portola AV, 1-.10 Fw 1,513 1,527 1.522 1,535 I-10 EB Ram Cook St. 140 Fw. Cook SL 7,100 11,339 13,292 13,157 13.327 1-10 EB Rams Cook St. Cook St. 1-10 Fwy. - 3,500 9,212 10,721 10,173 11,064 14D WB Ram Cook St. 1-10 Fwy. Cook SL - 7,700 8,598 9996 9,333 10,202 1-10 WB Rams Cook St. Cook St. 1-10 Fwy. 2,500 4,196 6,031 4,666 5,278 Cwntry Club Dr. Bob Hoe Dr. Monterey Av. 28,800 30,031 33,380 32.328 33.449 Country Club Dr. Monterey Av. Portola Av. -18 700 20,253 25,025 24,567 25,411 Country Club Dr. Portola A, Cook St 21,200 25.980 28.421 28,467 29,111 Cwntry Club Dr. Cook SL - Eldorado Dr. 21,500 28,901 33.705 34,072 35.329 CountryClub Dr. Eldorado Dr. Oasis Club Dr. 20,200 21,468 24,956 25,207 26.659 Coun Club Dr. Oasts Club Or. Washington St. 31,700 35,083 39,771 39,784 40,697 Count Club Dr. Washington SL Av.42 19,300 23,823 25,522 25,374 29,738 Houle Ln.E. Portola Av. Cook St. 14,200 4, u 17,578 17.957 17.761 TABLE ES-2(CONTINUED) PALM DESERT AVERAGE DAILY TRAFFIC(ADT)SUMMARY DAILY TRAFFIC VOLUME EXISTING EXISTING LESS MORE ROADWAY SEGMENT FROM TO COUNT GENERAL PLAN PREFERRED INTENSE INTENS Hovley Ln.E. Cook St. Eldorado Dr. 13,600 20,530 22,777 22,458 22,905 Hovle Ln.E. Eldorado Dr. Oasis Club Dr. 12,800 23,865 27,123 26,806 27,286 Houle Ln.E. Oasis Club Dr. Washington St. 14,500 16,688 18,740 19,345 18,663 Av.42 Washi ton St. Adams St. 23.100 23,100 25,842 25.611 263365 Magnesia Falls Dr. MontereyAv. Portola Av. 800 5,775 6,564 6,656 6,896 Magnesia Falls Dr. Portola Av. Dee Canyon Rd. 3,400 3,400 2,881 3,020 3,044 Painters Path Fred Waring Dr. SR-111 2,800 2,800 2,800 2,800 2,800 Parkview Dr. SR-111 - Monterey Av. 5,100 8,852 9,601 10,238 9,849 Parkview Of. Monterey Av. College of the Desert 8,400 8,400 8,277 8,351 8,440 Fred Waring Dr. SR-itt Monterey Av. F21,700 23,387 24,471 24,223 24265 Fred WaringDr. - MontereyAv. College of the Desert 37,294 38,979 39,107 38,627 Fred WaringDr. College of the Desert San Pablo Av. 37,966 39,258 39,341 38,884 Fred WaringDr. San Pablo Av. Portola Av. 39,623 40,991 40,690 40,3114 Fred WaringDr. Portola Av. Dee Canyon Rd. 37,345 39,412 38.874 38,398 Fred WaringOr. Deep Canyon Rd. Cook SL 47,600 49,749 48,940 48,880 Fred WaringDr. Cook St. Eldorado Dr. 46,073 47,399 47,664 46,187 [+f Fred Waring Dr. Eldorado Dr. California Dr. 45,288 47.022 46,942 45,888 rn Fred Waring Dr. California Dr. Warner Tr. 21,700 44,038 46,475 45,205 44.448 Fred Waring Dr. Warner Tr. Washington SL 21,700 53,138 54,770 53,278 53,8811 m Fred Waring Dr. Washington St. Jefferson St. 19,900 33,937 35,240 34,773 34,358 SR-111 Bob Hope Dr. Parkview Dr. 42,100 67,247 68,587 69.054 69,078 SR-111 Parkview Dr. TrW-W-a,,g Dr. 36,700 59,582 60,584 60,419 60,861 SR-1 t i Fred Waring Dr. Desert Crossing 32.700 40,403 40,966 40.957 41,809 SR-111 Desert Crossing El Paseorrown Center W. 34,500 41,047 41,620 41,613 42.264 SR-111 El Paseo/Town Center W. Plaza W. 23,700 36,991 37,052 37,092 37.641 SR-111 Plaza W. Monterey Av. 28,400 38,903 39,065 39,216 39,654. SR-111 Monterey Av. San Pablo Av. 30,000 46,410 47,173 47,395 47948 SR-111 San Pablo Av. San Luis Rey Av. 27,900 48,066 48,670 48,979 49,561 SR-111 San Luis Rey Av. Portola Av. 32,900 50,948 52,079 52,238 52.971 -*3 SR-111 Portola Av. El Paseo/Cabrillo Av.. 32,000 49,056 49,077 49,111 50,009 SR-111 El Paseo/Cabrillo Av. Deep Canyon Rd. 40,800 59.209 60,393 60,469 61,698 SR-111 Deep Canyon Rd. Hospitality Dr. 30.400 59,114 60,212 60,406 61,516 SR-111 Hospitality Dr. Cook St. 30,500 60,833 62,028 62,223 63,386 SR-111 Cook St. Eldorado Dr. 31,800 64,077 65,813 66,080 66,823 SR-111 Eldorado Dr. Miles.A, 35,000 70.426 72,030 72,457 73.274 Mesa View Dr. SR-74 1portola Av. 3.5001 3,500 3,703 3,715 3,766 Haystack Rd SR-74 Portola Av. - 929 964 918 958 Av.42 Hovley Ln.E. Cook St. 2,292 3,596 3,705 3.601 Hovley Ln.West Monterey Av. Portola Av. 2,026 2.445 2,467 2,365 35th Av. Unnamed Rd. Dinah Shore Dr. - 15.177 14,089 12,778 13,379. Lucas Way Dinah Shore Dr.. 35th Av. - 3,930 1,777 3,198 3,229 ": TABLE ES-2(CONTINUED) PALM DESERT AVERAGE DAILY TRAFFIC(ADT)SUMMARY DAILY TRAFFIC VOLUME EXISTING EXISTING LESS MORE ROADWAY SEGMENT FROM TO COUNT GENERAL PLAN PREFERRED INTENSE INTENSE Unnamed Rd. Dinah Shore Dr. 351h AV. - 6,391 4,560 3,598 3,665 California Dr. Fred Waring Dr. Warner Tr. 1,197 1.454 1,646 /,385 amer Tr. AV.of the States Fred Waring Or, 8,659 8,951 8,651 9,242 Bob Hope Dr. 18th Av. 20th AV. - 5.869 6,063 6,047 6,029 Bob Hope Dr. 20th AV. 22nd AV. 7,779 8,462 8,364 $373 Bob Hope Dr. 22nd Av. 30th Av. 7,004 8,194 8,093 8,258 Dillon Rd. 18th AV. Dowell Ln. - 1,916 2,450 2,352 2,427 201h Av. Bob Hope Dr. Dowell Ln. - 2,115 2,802 2,707 2,772 229d Av. Bob Hope Dr. Dowell Ln. 119 6f10 603 763 Dowell Ln. 20th AV. 22nd Av. 405 658 584 661 Dillon Rd. 20th Av. Dowell Ln. 1,937 2.416 2,281 2,375 20th AV. Dowell Ln. Dillon Rd. - 1,702 2.150 2,131 2,109 22nd AV. Dowell Ln. Dillon Rd. 64 161 148 182 Dillon Rd. 20th Av. 22nd Av. - 2,629 3,257 3,133 3.251 Eldorado Dr. Fred Waring Dr. Hovley,Ln.E. - 1.816 2,582 2,089 2,594 !. Dillon Rd. Thousand Palms Canyon Rd, e/o Thousand PMlRld- - ,237 1.506 1,466 1,511 Thousand Palms Canyon Rd. Dillon Rd. n/o Dillon Rd. 85 510 429 484 rA Thousand Palms Canyon Rd. 261h AV. Dillon Rd. 616 2,594 2,427 2,635 Thousand Palms Canyon Rd. 261h AV- s/o 26th Av. 7574,363 4,146 4,446 26th AV. Thousand Palms Canyon Rd. Dillon Rd. 140 1.319 1.2861,359 Dillon Rd. w/o Bob Ho a Dr.Ext Bob Ho a Dr.E212 3,651 3,557 3,617 D81on Rd. Bob Ho Or. 181h Av. 296 1,695 1,639 1,693 WarnerTr. Hovle Ln.E.. California Dr. 276 9,814 9,504 10,037 18th Av. Bo6 Hope Dr. w/o Bob Hope D5.200 5,159 5.120 181h Av. Bob Hope Dr. Dillon Rd. 620 -754 712 735 20th AV. Bob Hope Of. w/o Bob Hope Dr. 768 960 936 969 30th AV. Bob Hope Dr. w/o Bob Hope D(. - 2,631 2,887 2,891 2,873 Unnamed Rd. Bob Hope Dr. e/o Bob Hope Dr. - 22,108 21,958 21,913 22,360 Monterey Av. Ramon Rd. Unnamed Rd. - 16,105 17,092 15,905 18,549 Ramon Rd. Chase School Rd. Thousand Palms Canyon Rd. 6,600 7.870 9,553 0,701 10,779 Ramon Rd_ Thousand Palms Canyon Rd. elo Thousand Palms Canyon Rd. 7,978 g,4g1 8,638 10,775 Washington St. Av.38 No AV.38 13,146 15,013 14,298 16,322 Dowell Ln. 201h Av. Dillon Rd. - 405 658 584 661 Bob Hope Dr. 18th Av. Dillon Rd. - 2,)44 2,183 2,174 2,196 Bob Hope Dr. 30th AV- s/o 30th AV. - 13,876 15,194 15,063 15.294 Bob Hope Dr. Unnamed Rd. No Unnamed Rd. - 33,928 35.265 34,927 35,623 Bob Ho a Dr. Unnamed Rd. slo Unnamed Rd. 54,680 1 55,591 55,265 56,302 TABLE ES-2(CONTINUED) PALM DESERT AVERAGE DAILY TRAFFIC(ADT)SUMMARY �DAILYC VOLUME ]E. LESS MORE ROADWAYSEGMENT FROM TO FERRED INTENSE INTENS Bob Hope Dr. lVarnef Rd. 1-10 WB Ramps - 61.442 61,475 61.571 62.650 Varner Rd. Ramon Rd. Bob Hope Dr. - 26,262 26,878 26,405 27,241 Varner Rd. Monterey Av. Ramon Rd, 23,606 23,218 22,987 24,178 Monterey Av. Varner Rd. Ramon Rd. - 32,553 34,280 33,426 35,354 351h Av. Monterey AV. Lucas Wy. - 12,774 11,634 10,642 10.933 Portola Av, Spine Rd. Frank Sinatra Dr. 5,200 31,915 34,101 33,830 33,936 Spine Rd. Podda Av. Cook St. - 1,439 2,363 2,268 2,285 Cook St, Gerald Ford Dr. Sine Rd. 16,700 52,471 58,127 66,070 58,732 U:\UcJobs\000551Excel\[0005"4.xfsjrES-2 hJ 0 eats tail) arr+ TABLE ES-3 - PALM DESERT VOLUME/CAPACITY SUMMARY VOLUME THRESHOLDS VOLUME I CAPACITY EXISTING LESS MORE ROADWAY SEGMENT FROM TO LOS-C- LOS-D- CAPACITY GENERAL PLAN PREFERRED1 INTENSE INTENSE Desert Crossing north of SR-111 SR-111 10.000 12.000 14.000 0.11 0.11 0.11 0.11 Desert Grossing SR-111 south of SR-111 10,0D0 12,000 14,000 0.61 0.61 0.61 0.61 To n Center W. Fred Waring Dr. SR-111 26,000 29,000 32,000 0.24 0.25 0,25 0.26 - EI Paseo SR-111 Plaza W. 26.000 29,000 32,000 0.26 0.28 0.28 0.28 El Paseo SR-111 Portola Av. 42,000 48,000 52,000 0.19 0.21 0.21 0.22 Plaza Wy. Shopping Center SR-111 10,000 12,000 14000 0.32 0.32 0.32 0.32 Monterey Av. Varner Rd. 1-10 WB Rams 42,000 48,000 52,000 0.89 0.91 0.89 1 0.93 Monterey Av. 1-10 WB Ram 1-10 EB Rams 42,000 48,000 52,000 1.02 1.03 1,01 1.04 Monterey Av. 1-10 EB Rams Dinah Shore Dr. 42,000 48,000 52,000 122 1.25 1.20 1.24 Monterey Av. Dinah Shore Dr. Gerald Ford Dr. 42,000 48,000 52.000 0.7T 0.81 0.81 0.82 Monterey Av. Gerald Ford Dr. Frank Sinatra Dr. 42,000 48.000 62,000 0.60 0.63 0.62 0.65 Monterey Av. Frank Sinatra Dr. Country Club Dr. 42.000 48,000 52,000 0.59 0.64 0.63 0.67 Monterey Av. Country Club Dr. Parkview Dr. 42,000 48,000 52,000 0.69 0.75 0.74 0.76 Monterey Av. Parkview Dr. Fred Waring Dr. 42,000 48.000 52,000 0.58 0.62 0.63 0.63 Monterey Av. Fred Waring Dr. SR-111 42,000 48,000 52,000 0.53 0.57 0.58 0.57 Monterey Av. SR-111 El Paseo 26,000 29,000 32,000 1.17 - 1.22 123 1.22 College of the Desert north of Fred Waring Dr. Fred Waring Dr. 10,000 12.000 14,000 0.31 0.31 0.32 1 0.32 mCollege of the Desert Fred Waring Dr. south of Fred Waring Dr. 10,000 12,000- 14,000 0.05 0.07 0.07 0.07 I San Pablo Av. Magnesia Falls Dr. Fred Waring Dr. 26,000 29,000 32,000 0.31 0.32 0.32 0.32 San Pablo Av. Fred Waring Dr. SR-111 26,000 29,000 32,000 0.35. 0.40 0.40 0.40 San Pablo Av. SR-111 El Paseo 26,000 29.000 32,000 0.18 0.20 0.19 0.20 _ San Luis Rey Av. SR-111 El Paseo 10.000 12,000 14,000 0.47 0.49 0.48 0.48 ' Portola Av. Varner Rd. I-10 WB Ramps 26,000 29,000 32,000 1.03 1.08 1.03 1.08 - Portola Av. 1-10 WB Rams 1-10 ES Rams 26,000 29,000 32,000 1.17 1.22 1.16 1.22 Portola Av. 1.10 ES Rams Gerald Ford Dr. 26,000 29,000 32000 1.48 1.51 1.45 1.50 Portola Av. Gerald Ford Dr. Frank Sinatra Dr. 26,000 29,000 32,000 0.91 0.97 0.94 0.96 Portola Av. Frank Sinatra Dr. Country Club Dr. 26,000 29,000 32,000 1.17 1.23 1.22 1.23 Portola Av. Country Club Dr. HoAey Ln.E. 26,000 29,000 32,0DO 0.92 0.98 0.96 0.97 Portola Av. Hovley Ln.E. Magnesia Falls Dr. 26,000 29,000 32,000 0.85 0.89 0.87 0.88 Portola Av. Magnesia Falls Dr. Fred Waring Dr. 26,000 29,000 32,000 0.70 0.76 0.73 0. 55 Portola Av. Fred Waring Dr. SR-111 26,000 29,000 32,000 0.74 - 0.76 0.75 0.76 Portola Av. SR-111 El Paseo 26,000 29,000 32.000 0.41 0.40 0.41 0.40 Deep Canyon Rd. Magnesia Falls Dr. Fred Waring Dr. 26,000 29,000 32,000 0.62 0.61 0.61 1 0.61 Deep Canyon Rd. Fred Waring Dr. SR-111 26,000 29,000 32,000 0.71 0.73 0.72 0.73 Deep Canyon Rd. SR-111 Fairway Dr. 26,000 29,000 32.000 0.26 0.26 0.26 0.26 Hospitality Dr. north of SR-111 SR-111 10,000 12,000 14.000 0.14 0.13 0.13 0.13 ,. Hospitality Dr. SR-111 south of SR-111 10,000 12,000 14,000 0.42 OA2 0.42 0.42 Chase School Rd. Ramon Rd. Varner Rd. 42.0001 48,000 52.000 0.39 0.59 0.44 0.67 Chase School Rd. Varner Rd. 1-10 WB Rams 42,000 48,000 52,000 0.65 0.89 0.79 0.94 Cook St. 1-10 WB Rams 1-10 EB Rams 42.000 48,000 52,000 0.79 0.99 0.92 1.02 Cook St. I-10 ES Rams Gerald Ford Dr. 42,000 48,000 52,000 1.01 1.19 1.14 1.21 Cook St. Gerald ford Or. Frank Sinatra D, 42,000 1 ,000 52,000 1.03 1.171 1.13 1.17 TABLE ES-3(CONTINUED) PALM DESERT VOLUME/CAPACITY SUMMARY VOLUME THRESHOLDS VOLUME/CAPACITY - EXISTING LESS MORE ROADWAY SEGMENT FROM TO LOS'C" LOS"D" CAPACITY GENERAL PLAN PREFERRED INTENSE INTENSE Cook St. Frank Sinatra Dr. Country Club Dr. 42,000 48,000 52,000 0.79 0.89 0.88 0.91 Cook St. Country Club Dr. Hovley Ln.E. 42,000 48,000 52,000 0.87 0.99. 0.98 - 0.99 Cook SL Hovley Ln.E. Fred Waring Dr. 42,000 48,000 52,000 0.66 0.72 0.74 0.72 Cook St. Fred Waring Dr. SR-111 42,000 48,000 52,000 0.63 0.69 0.68 0.69 Cook St. SR-111 Fairway Dr. 42,000 48,000 52,000 0.14 0.14 0.14 0.14 Emerald Desert Dr. Kalahari Desert Dr. Frank Sinatra Dr. 10,000 12,000 14,0001 0.16 0.15 0.16 0.16 Eldorado Dr. Frank Sinatra Dr. Country Club Dr. 42,000 48,000 52,000 1 0.06 0.06 0.06 0.06 Eldorado Dr. Country Club Dr. Hovley Ln.E. 42,000 48,000 52.000 0:15 0.21 0.21 0.22 Via Toscana Hovley Ln.E. Pisa 10,000 12,000 14,000 0.20 0.20 0.20 0.21 Eldorado Dr. Fred Waring Dr. SR-111 42,000 48.000 52,000 0.18 0.19 0.19 0.19 Eldorado Dr. SR-111 Fairway Dr. 26,000 29,000 32,000 0.28 0.30 0.30 0.30 Thousand Palms Canyon Rd. Dillon Rd. Ramon Rd. 42,000 48,000 52,000 0.05 0.08 0.08 0.09 Oasis Club Dr. Country Club Dr. Hovley Ln.E. 26,000 29,000 32,000 0.16 0.20 0.19 0.21 Washington St. Av.38 Varner Rd. 42,000 48.000 52,000 1.19 1.21 1.16 1.24 Washington St. Varner Rd. 1-10 EB Rams 42,000 48,000 52.000 1.34 1.40 1.36 1.42 CrJ Washington St. 1-10 EB Rams Cotmtry Club Dr. 42.000 48,000 52,000 1.37 1.44 1.42 1 1.46 rn Washington St. Country Club Dr. Hovley Ln.E. 42,000 48,000 52,000 0.80 0.84 0.82 0.86 - I Washington St. Hovley Ln.E. Fred Waring Dr. 42,000 48,000 52,000 0.83 0.87 0.87 0.88 N Washington SL Fred Waring Dr. SR-111 42,000 48,000 52,000 0.87 0.90 0.89 0.91 Dillon Rd. Hot Springs Rd. Thousand Palms Canyon Rd. 42,000 48,000 52,000 0.05 0.OT 0.07 0.07 Ramon Rd. Bob Hope Dr. 1-10 EB Rams 42,000 48.000 52,000 0.90 0.90 0.90 0.93 Ramon Rd. 1-10 EB Rams 1-10 WB Rams 42,000 48,000 52,000 0.53 0.55 0.54 0.58 Ramon Rd. 1-10 WB Rams Varner Rd. 42,000 48.000 52,000 0.53 0.65 0.54 0.58 Ramon Rd. Monterey Av. Chase School Rd: 42,000 48,000 52 D00 0.20 0.30 0.27 0.39 Dinah Shore Dr. Bob Hope Dr. Monterey Av. 42,000 48,000 52,000 0.90 0.90 0.90 0.91 Dinah Shore Dr. Monterey Av. Portola Av. 26,000 29,000 32,000 1.11 1.16 1.10 1.11 Gerald Ford Dr. Bob Hoe Dr. Monterey Av. 42,000 48,000 52.000 0.76 0.77 0.73 0.76 Gerald Ford Dr. Monterey Av. Portola Av. 42,000 48.000 52,D00 0.70 0.84 0.80 0.83 Gerald Ford Dr. Portola Av, Cook St. 42,000 48,000 52,000 0.64 0.66 0.66 0.66 Gerald Ford Dr. Cook St. Frank Sinatra Dr. 26,000 29,000 32.000 0.37 0.51 0.46 0.50 r Frank Sinatra Dr, Bob Hope Dr. Monterey Av. 26,000 29,000 32,000 0.76 0.76 0.81 0.80 Frank Sinatra Dr. Monterey Av. Portola Av. 42,000 48.000 52,000 0.50 0.53 0.53 0.55 Frank Sinatra Dr. Portola Av. Cook St. 42.000 48,000 52,000 0.44 0.50 0A8 0.52 Frank Sinatra Of. Cook St. Gerald Ford Dr. 42,000 48,000 52.000 0.16 0.16 0.16 0.14 Frank Sinatra Dr. Gerald Ford Dr. Eldorado Dr, 42,000 48,000 52,000 0.30 0.34 0.32 0.33 Av.38 Varner Rd. - Washington St. 26,000 29,000 32,000 0.84 0.77 0.71 0.79 Tamarisk Row Dr. Eldorado Dr. Country Club Dr. 26,000 29,000 32.000 0.41 0.47 0.45 0.46 Varner Rd, Monterey Av. 1-10 WS Ramp at Monterey 26.000 29,000 32,000 0.96 0.91 0.95 0.97 Varner Rd. 1-10 WB Ramp at Monterey Portola Av. 26,000 29,000 32,000 0.55 0.54 0.55 0.56 Varner Rd. Portola Av. 1-10 WB Ram at Portola 26,000 29,000 32,000 1.34 1.40 1.36 1.39 Varner Rd. 1-10 WB Ram at Portola Chase School Rd. 26,000 29,000 32,000 0.94 1.00 0.98 1.01 Varner Rd. Chase School Rd. Av.38 26.000 29,000 32,000 0.95 1.17 t.14 1.18 TABLE ES-3(CONTINUED) _ PALM DESERT VOLUMEICAPACITY SUMMARY VOLUME THRESHOLDS VOLUME/CAPACITY EXISTING LESS MORE ROADWAY SEGMENT :::::F�ROM ��TD� LOS"C" LOS"D" CAPACITY GENERAL PLAN PREFERRED INTENSE INTENSE Varner Rd_ Av,38 1-10 WB On Ram at Washington 26.000 29,000 32,000 0.17 0.20 0.20 0.20 Varner Rd. Wa WB On Ram at Washington Washington St. 26,000 29,000 32,000 0.42 0.47 0.46 0.47 Varner Rd. Washin ton St. I-10 WB Rams 26,000 29,000 32,000 0.92 0.97 0.95 0.98' Varner Rd. I-10 WB Rams Adams SL 26,000 29,000 32,000 0.67 0.70 0.69 0.72 I-10 -__ - _ w/o Bob Ho a Dr. Bob Hope Dr. 128,400 144,450 160,500-1.30 1.31 1.31 1.31 1-70 F Ramon Rd. Montere Av. 128,400 144,450 160,500 1.36 1.38 1.37 1.37 I-10 F Montere Av. Portola Av. /28,400 144,450 160,500 7.41 t.43 1.42 1.37 43 1-10 F . Portola Av. Cook SL 128,400 144.450 160,500 1.45 1.46 1.46 1.47 1 I-10 F Cook St. Washi ton St. 128,400 144,450 160,500 1.42 1.42 1.41 1.43 Coo F Washington St. E/O Washi ton St. 128,400 144,450 160,500 1.26 1.28 1.26 1.28 sCoup Club Dr. Bob Ho Dr. Montere Av. 42,000 48,000 52,000 0.58 0.64 0.62 0.64 Coun Club Or. MontereyAV. Portola Av. 42,000 48,000 52.000 0.39 0.48 0.62 0.49 countryClub Dr. Portola AV. Cook SL 42,000 48,000 52,000 0.50 0.48 0.47 0.56 CountryClub Dr. Cook St. Eldorado Dr. 42,000 48.000 52.000 0.56 0.65 0.66 0,68 Country Club Dr. Eldorado Or. Oasis Club Dr. 42,000 48,000 52,000 0.41 0.48 0-48 O.St Country Club Dr. Oasis Club Dr. Washin on SL 42,000 48,000 52,000 0.67 0.76 0.77 0.51` [0 CountryClub Dr. Washi ton SL Av.42 26,000 29,000 32,000 0.74 0.80 0.79. 0.84 Hovle Ln.E. Portola Av. Cook SL 26,000 29,000 32,000 0.74 0.55 0.56 0.56 Hovle Ln.E. Cook St. Eldorado Or, Hovle 26.000 29,000 32.000 0.64 0.71 0,70 0.72 Ln.E. Eldorado Dr. Oasts Club Dr. 26.000 29,000 32,000 0.75 0.85 0.84 0.85 - Hovle Ln.E. Oasts Club Dr. Washi ton SL 26,000 29,000 32,000 0.52 0.59 0.60 0.59 Av.42 Washington. Adams SL 26,000 29,000 32,000 - 0,72 0.81 0.80 0.82 Magnesia Falls Dr. Montere Av. Portola Av, 26,0D0 29,000 32,000 0.18 0.21 0.21 0.22 Magnesia Falls Dr. Portola Av. Dee Can on Rd. 26,000 29,000 32,000 0.11 0.09 0.09 0.10 Painters Path Fred Waring Dr. SR-111 10,000 12,000 14,000 Q20 0.20 0:20 0.20 Parkview Dr. SR-111 Monterey AV. - - 26,000 29.000 32,000 0.28 0.30 0.32 0.31 Parkview Dr. MontereyAv. Colle a of the Desert 26,000 29,000 32.000 0.26 0.26 026 0.26 Fred Waring Dr. SR-111 Montere Av. 42,000 48,000 52,000 0.46 0.47 0A7 0.47 -.... Fred Waring Dr. Monterey AV. Colle a of the Desert 42,000 48,000, 52,000 -0.72 0.75 0.75 0.74 Fred Waring Dr, College of the Desert San Pablo Av. 42.000 48,000 52,000 0.73 0.75 0.78 0.75 Fred Warin Dr. San Pablo Av. Portola 42,000 48.000 52,000 0.76 0.79 0.78 p 78 Fred WaringDr. Portola Av. Dee Canyon Rd. 42,000 48,000 52,000 0.72 0.76 0.75 0.74 Fred Warin Dr. Dee Can on Rd. Cook St. 42,000 48,000 52,000 0.92 0.96 0.94 0.94 Fred Waring Dr. Cook St. Eldorado Dr. 42,000 48,000 52.000 0.89 0.91 0.92 0.89 Fred Warin Dr. Eldorado Dr. California Dr. 42,000 48.000 52,000 0.87 0.90 0.90 0.88 Fred WaringDr. California Dr. Warner Tr. 42,000 48,000 52,000 0.85 0,87 0.87 0.85 Fred WaringDr. Warner Tr. Washi ton St. 42,000 48,000 52.000 1.02 1.05 1.02 1,04 Fred Waring Dr. Washington St. Jefferson St. 260000 29,000 32,000 1.06 1,10 1.09 1.07 SR-111 Bob Hope Or. Parkview D,. 42,000 88,000 52,000 L29 1-32 1.33 1.33 SR-111 Parkview Dr. Fred Warin Dr, 42,000 48,000 52,000 1.15 1.17 1.16 1.17 SR-ttt Fred Warin Dr. Desert Crossin 42,000 48,000 52000 0.78 0.79 0.79 0.80 IDeser(Crossing EI PaseolI own Center W 42,000 48,000 52,000 0.79 0.80 0.80 0.81 TABLE ES-3(CONTINUED) PALM DESERT VOLUME/CAPACITY SUMMARY VOLUME THRESHOLDS VOLUME CAPACITY EXISTING LESS MORE ROADWAY SEGMENT FROM TO LOS"C" LOS'D" CAPACITY GENERAL PLAN PREFERRED INTENSE INTENSE SR-111_ El Poseo/Town Center W. Plaza W. 42,000 48,000 52,000 0.71 0.71 0.71 0.72 SR-t 11� Plaza W MontereyAv. 42,000 48,000 52,000 0.75 0.75 0.75 0.76 SR-111 MontereyAV. San Pablo Av. 42,000 48.000 52,000 0.89 0.91 0.91 0.92 SR-111 _ San Pablo Av. San Luis Re Av. 42,000 48,000 52,000 0.92 0.94 0.94 0.95 SR-111 San Luis Re Av. Portola Av. 42,000 48.000 52,000 0.98 1.00 1.00 1.02 SR-111 Portola Av EI Paseo/Cabrilto Av. 42,000 48,000 52.000 0.94 0.94 0.94 0.96 � SR-111 EI Paseo/Cabrillo Av. Dee Canyon Rd. 42,000 48,000 52,000 1.14 1.16 1.16 7.10 SR-111 Dee Can on Rd. Hos italic Dr. 42.000 48,000 52,000 1.14 1.16 1.16 1.18 SR-111 Hospitality Dr. Cook St. 42,000 48,000 52,000 1.17 1.19 1.20 1.22 SR-111 Cook St. Eldorado Dr. 42,000 48,000 52,000 L23 - 1.27 1.27 1_29 Mesa Eldorado Dr. Miles AV. 42,000 48,000 52,000 1.35 1.39 1.39 1.41 Mesa View Dr. SR-74 Portola Av. 26,000 29,000 32,000 - 0.11 0.12 0.12 0.12 1� Haystack Rd. SR-74 Portola Av. 26,000 29,000 32,0D0 0.03 0.03 0.03 0.03 2nd Av. HoNe Ln.E. Cook St. 26,QD0 29,000 32,000 0.07 0.11 0.12 0.11 Hovley Ln.West Monterey AV- Portola AV, 26,000 29,000 32,000 pA6 - 0.08 0.08 0.07 35th Av. Dinah Shore Dr. Unnamed Rd. 26,000 29,000 32,000 0.47 0.44 0.40- 0.42 W Lucas WayDinah Shore Or 351h Av. 26,000 29,000 32,000 0.12 0.12 0.10 0.10 t Unnamed Rd. Dinah Shore Dr. 35th'Av. 26,000 29,000 32,000 0.20 0.14 0.11 0.11 EEE,p California Dr. Fred WaringDr. Warner Tr. 10,000 12,000 14,000 0.09 0.10 0.12 0.10 Warner Tr. AV.of the Slates Fred Warin Dr. 10,000 12,000 52,000 0.62 0.64 0.62 0.66 Bob Hope Dr. 18th Av.- 20th AV. 26,000 29,000 32.000 0.18 0.19 0.19 0.19 Bob Hoe Dr. 20th Av. 22nd AV. 26.000 29,000 32,000 0.24 0.26 0.26 0.26 Bob Hoe Dr. 22nd AV. 30th Av, 10,000 12,000 14,000 0.50 0.59 0.58 0,59 Dillon Rd. 181h Av. Dowell Ln. 42,000 48,000 52,000 0.04 0.05K0.02 0.05 20th Av, Bob Hope Dr. Dowell Ln. 26,000 29,000 32,000 0,07 0.09 0.09 22nd ll L Bob Hope Dr. Dowell Ln. 26,000 29,000 32,000 0.02 0.02 Dowell Ln. 20th Av. 22nd Dowell L 26,000 29,000 32,000 0.01 0.02 0.02 Dillon Rd. 20th Av. Dowell Ln. 42,000 48,000 52,000 0.04 0.05 0.05 201h AV._ Dowell Ln. Dillon Rd. 26.000 29,000 32,000 0.05 0.07 0.07 22nd Av. Dowell Ln. Dillon Rd. 26,000 29,000 32,000 0.010.01 Dillon Rd. 201h Av. 22nd Av. 42,000 -48,000 52.000 0.05 0.06 &06 Eldorado Dr. Fred Warin Dr. Hovle Ln.E. 42,000 48,000 52,000 0.03 0.05 . 0.05 Dillon Rd. Thousand Palms Canyon Rd. No Dillon Rd. 42,000 48,000 52.000 0.02 0.03 0.03 0.03 Thousand Palms Canyon Rd. Dillon Rd. e/o Thousand Palms Canyon Rd. 26,000 29,000 32,000 0.02 0.01 0.02 Thousand Palms Can on Rd. 26th Av. Dillon Rd. 42,000 48,000 52.000 0.03 0.05 0.05 0.05 Thousand Palms Can on Rd. 26th Av. s/o 26th Av. 42,D00 48,000 52,000 0.05 0.08 0.08 0.09 26m AV IThousand Palms Canyon Rd. jeto Thousand Palms Canyon Rd. 26,000 29,000 32,000 0.04 0.04 0.04 0.04 llf U:1UcJobs\00055\del\030829\[f AB LE S.xls]Su mVC �Mr w H mW W 'uS W Z cc Q = ie u .,z LIZ W �J u■■ uu si■ t • t i ova Y.. f, a.-S.r, � �' W • A In E U_ 0 • I 2 R 2 2 A •l• V ■lT7♦l` i GI�Ii ) y'N TTT W O f a W z Z W N M N W O W } Z Z Q W W 0 Q(n h Q m J W W p Q U K p W W .M-.N-N n V W W W X U] W F- p a W J Z m W O Z ~ W W a LL p w Q Z W .N- N M R V) O Z � S H o g ixn o U W � U X LLLL W N IU OW LLZ o V pQ o J> O W LL ZLd J W O 0 m m � 0 0 F F- ww N Uj N C N C N T N N m T a s m m o N C O > p > oO o p mE rmp o3 m3 'm>c w w > O ~ - m m >w O 0 a� W W S C ~ O Y p O_ O m U N O N L] C .L-. 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R 0 N 10 �Y Poi iYi� oi d d d °1 c? o •d vi q cli rA _o m Nai 5 rr c° a Zwpm O O O O O � Nn N �O 3 O O N N m N -12 n Nci 6 2 Z t m r W o F H d 6° a v z � n�! a LL eppt u; c4m N m Wli :zci Iq Z i ea, con N i C�j Q O O N NA3 w x f D Z N N O Ar wv Z 5 u; o Q N � 2 l7 H D ■W f i TABLE 2.1 - PALM DESERT EXISTING DAILY VOLUMElCAPACITY SUMMARY EXISTING ROADWAY ROADWAY SEGMENT FROM TO COUNT CROSS-SECTION CAPACITY VIC LOS Town Center W. Fred Warin Or. SR-111 7,700 4D 32,000 024 A EI Paseo SR-111 Plaza W. 8,400 4D 32,000 0.26 A El Paseo SR-111 Portola Av. 6,500 4D 32,000 0.20 A Montere Av. Vamer Rd. 1-10 WB Rams 15,600 6D 52,000 0.30 A Montere Av. 1-10 WB Rams I-10 EB Rams 22,600 6D 52,000 0.43 A Montere Av, I-10 EB Rams Dinah Shore Dr. 32,700 6D 52,000 0.63 B Monlere Av. Dinah Shore Dr. Gerald Ford Dr. 34,600 4D 32,000 1.08 F Monterey A, Gerald Ford Dr. Frank Sinatra Dr. 22,900 4D 32.000 0.72 C Monterey Av. Frank Sinatra Dr. Counyy Club Dr. 30.600 4D 32.000 0.96 E Monterey Av. Country Club Dr. Parkvlew Dr. 26,300 4D 32,000 0.82 D Monterey Av. Parkview Dr. Fred Waring Dr. 23,000 6D 52,0W 0.44 A Montere A,. Fred Warin Dr. SR-111 20,500 6D 52,000 0.39 A .re SR-111 El Paseo 22,800 40 32,000 0.71 C San Pablo Av. Ma esia Falls Dr. Fred WaringDr. 10.000 2U 14,000 0.71 C San Pablo Av. Fred Wadn Dr. SR-111 11,300 40 32,000 0.35 A San Pablo Av. SR-111 El Paseo 5,600 4D 32,000 0A8 A San Luis Re Av. SR-111 El Paseo 6,600 2U 14' 0.47 A tv Portola Av. Gerald Ford Dr. Frank Sinatra Dr. 5,200 4D 32,000 0.16 A ,I Portola Av. Frank Sinatra Dr. CountryClub Dr. 9.600 4D 32,000 0.30 A Portola Av. Count Club Or. Hovie Ln.E. 18,600 4D 32,000 0.58 A Portola Av. HoNe Ln.E. Ma nesia Falls Du 20.500 4D - 32.000 0.64 -a Portola Av. Ma nesia Falls Dr. Fred Waring Or. 17,400 4D 3210DO 0.54 A r Portola Av.- Fred Waring Dr. SR-111 19.300 4D 32,000 0.60 A Portola Av. SR-111 El Paseo 13,000 4D 32,000 0.41 A Dee Can on Rd. Magnesia Fails Dr. Fred Waring Dr. 19,800 2D 16,000 1.24 F Deep Canyon Rd. Fred Waring Dr. SR-111 22,600 3D 24.000 0.94 E Deep Canyon Rd. SR-111 Fairway Dr. 8,300 2U 14,000 0.59 A Chase School Rd. Ramon Rd. Vamer Rd. 400 2U 14,000 0.03 A Chase School Rd. Vamer Rd. 1-10 WB Rarrips 5,900 5D 42,000 0.14 A Cook St. f-10 WB Ramps I-10 EB Rams 10.700 5D 42,000 0.25 A Cook St. 1-10 EB Rams Gerald Ford Dr. 21,900 SD 42,000 0.52 A Cook St. Gerald Ford Dr. Frank Sinatra Dr. 16,700 40 32,000 0.52 A Cook St. Frank Sinatra Of. Country Club Dr. 22.100 4D 32,000 0.99 B Cook St. Country Club Dr. Hovley Ln.E. 27.700 1 4D 32,000 0.87 D Cook St. H-ley Ln.E. Fred Waring Or- 25,500 1 4D 32,000 0.80 C Cook St. Fred Waring Dr. SR-111 14,300 4D 32,000 0.45 A Cook St. SR-111 Fairway Dr. 7,300 4D 32,000 523 A Emerald Desert Of. Kalahari Desert D, Frank Sinatra Dr- 21200 2U 14,000 0.16 A Eldorado Or. Frank Sinatra Dr. Count Club Dr. 3,200 4D 32,000 0.10 A Eldorado Dr. Country Club Or. Hovle Ln.E. 3,500 413 32,000 0.11 A Eldorado Dr, Fred Wann Dr. SR-111 5,400 4D 32,000 .0.17 A Eldorado Or. SR-111 Fairwa Dr. 4,500 4D 32,000 0.14 A Thousand Palms Can on Rd. Dillon Rd. Ramon Rd. 1,600 2U 14,000 0.11 A Oasis Club Dr. Country Club Dr. Houle Ln.E. 5,200 4D 32,D00 0.16 A TABLE 2-1(CONTINUED) PALM DESERT EXISTING DAILY VOLUMEICAPACITY SUMMARY EXISTING ROADWAY ROADWAY SEGMENT FROM TO COUNT CROSS-SECTION CAPACITY VIC LOS Washington St. Av.36 Varner Rd. 9,500 6D 52,000 0.18 A Washington St. Varner Rd. 1 23,700 1 6D 52,000 0.46 A Washington St. 1-10 EB Rams Country Club Dr. 46,200 6D 52,000 0.89 D Washington St. Count Club Dr. Hovle Ln.E. 43,000 6D 52.000 0.83 0 Washington St. HoAq Ln.E. Fred Waring Dr. 31.000 6D 52.000 0.60 A Washington St. Fred Waring Dr. SR-111 27,200 1 6D 52.000 0-521 A Dillon Rd. Hot S rin s Rd- Thousand Palms Can on Rd. 2,500 2U 14.000 0.18 A Ramon Rd. Bob Hoe Dr. 1-10 EB Ramps 24,100 4D 32,000 0.75 C Ramon Rd. 1-10 EB Rams 1-10 WB Rams 19.100 4D 32,000 0.66 A Ramon Rd. 1-10 WB Rams Vamer Rd. 15,900 4D 32,000 0.50 A Ramon Rd. Monterey Av. Chase School Rd. 6,600 2U 14,000 0.47 A ``" Dinah Shore Dr. Bob Hope Dr. Monterey Av. 20,500 2U 14,000 1.46 F Gerald Fad Dr. Bob H Dr. Monlere Av. 15 600 4D 32.000 0.49 A Gerald Ford Dr. Monlere Av. Portola A, 15,500 4D 32,000 0.48 A Gerald Ford Or. Portola Av. Cook SL 5.900 2D 16,000 0.37 A Gerald Ford Dr. Cook St. Frank Sinatra Of. 4,000 2U 14,000 029 A Frank Sinatra Dr. Bob Hoe Dr. Monterey A, 13.500 4D 32,000 0.42 A Frank Sinatra Dr. Monterey Av. Portola Av. 11.300 40 32,000 0.35 A .t N Frank Sinatra Dr. Portola Av. Cook SL 10,300 40 32,000 0.32 A cn Frank Sinatra Dr. Cook St. Gerald Ford Dr. 6,OW 4D 32,000 0.19 A Frank Sinatra Or. Gerald Ford Dr. Eldorado Or. 9,200 4D 32,000 1 0.29 A Av.38 Vamer Rd. Washington St. 300 4D 32,000 0.01 A Tamarisk Row Dr. Eldorado Dr. Country Club Dr. 6,400 2U 14,000 0.46 A Varner Rd. Monterey Av. Chase School Rd. 4,000 2U 14,000 0.29 A Varner Rd. Chase School Rd. Av.38 3,500 2U 14,000 0.25 A Varner Rd. 1-10 WB On Ram Wash on St. 6,300 40 32,000 0.20 A Varner Rd. Washington St. 1-10 WB Rams 14,4DO 7D 62,000 0.23 A Varner Rd. 1-10 WB Ramps Adams St. 7,000 5D 42,000 0.17 A I-10 FreewayW/O Ramon Rd. Ranwn Rd. 83,000 8F 160,500 0.52 A I-10 Freeway Ramon Rd. Monterey Av. 85,000 8F 160,500 0.53 A 1-10 FreewayMonterey Av. - Cook SL 81;000 6F 117,500 0.69 B 1-10 Freeway Cook St. Washington St- 76,000 6F 11T,500 0.65 B I-10 Freeway Washington St. E/O Washington St. 64,000 6F 117.500 0.54 A Country Club Dr. Bob Hoe Or. Monterey Av. 28.800 1 4D 32,000 0.90 D Country Club Dr. Monterey Av, Portola Av. 18,7001 4D 32,000 j 0.58 A Country Club Dr. Portola Av, Cook St. 21,2001 40 32,000 0.66 B Country Club Dr. Cook SL Eldorado Or, 21,5001 4D 32,000 0.67 B Country Club Dr. Eldorado Dr. Oasis Club Dr. 20,200 1 40 32,000 0.63 B Country Club Dr. Oasis Club Dr. Washin ton St. 31,700 40 32,000 099 E Cou(ryClub Dr. Washington SL A,42 19,300 4D 32.000 0.60 A Hovley Ln.E. Portola Av. lCook St. 14,200 4D 32,000 0.44 A Houle Ln.E Cook St. Eldoado Dr. 13.600 2D 16,000 0.85 D Hovley Ln.E. Eldorado Or. 10asm Club Dr. 12,800 4D 32,000 0.40 A Hovley La E. Oasts Club Dr. lWashingtonSt. 14,500 4D 32,000 0.45 A t • TABLE 2-1(CONTINUED) PALM DESERT EXISTING DAILY VOLUME/CAPACITY SUMMARY EXISTING ROADWAY ROADWAY SEGMENT FROM TO I COUNT CROSS-SECTION CAPACITY VIC I LOS Av.42 Washington St. Adams St. 23,100 4D 32,000 1 0.721 C Magnesia Falls Dr. Monterey Av. Portola Av. 800 2D 16,000 0.05 A Magnesia Fells Dr. Portola Av. Deep Canyon Rd. 3.400 2D 16,000 0.21 A iPainters Path Fred Waring Dr. SR-111 2,800 2D 16,000 0.18 A Parkview Dr. SR-111 Monterey Av. 5,100 2U 14,000 0.36 A Parkview Dr. Monterey Av. College of the Desert 8,400 2U 14,000 0.60 A Fred Waring Dr. SR-111 Monterey Av. 15,700 4D 32,D00 0.49 A Fred Warin Dr. MontereyAv. College of the Desert 28,900 4D 32.000 0.90 D 1 Fred Warin Or. college of the Desert San Pablo A, 28.400 40 32,000 0.89 D Fred Waring Dr. San Pablo Av- Portola Av. 38.300 40 32,000 1.20 F Fred Wadn Dr. Portola Av. Dee Cen on Rd 38.900 4D 32.000 1.22 F Fred Warin Or. Dee Canyon Rd. Cook St. 47.600 4D 32,000 1.49 F Fred Warin2 Dr. California Rd. Washington St. 22.900 40 32,000 0.72 C Fred Waring Dr. Cook St. California Dr. 21.700 4D 32,000 0.68 a Fred Waring Dr. Washington St. Jefferson St. 19,900 3D 24,000 0.83 D SR-111 Bob Ho a Dr. Parkview Dr. 42,100 6D 52,000 0.81 D SR-111 Parkview Or. Fred Waring Dr. 36.700 6D 52,000 0.71 C SR-111 Fred Waring Dr. Desert Crossing 32,700 6D 52,000 0.63 B SR-111 Desert Crossing El Paseo/Town Center Wy 34,500 6D 52,000 0.66 B I SR-111 Et Paseo7Tawn Center W. Plaza W 23,700 60 1 52,000 0.46 A `n SR-111 Plaza W Montere Av. 28,400 6D 52,000 0.55 A q SR-111 Monterey Av. San Pablo Av. 30,000 4D 32,000 0.94 E SR-111 San Pablo A, San Luis Rey Av. 27,900 6D 52.000 0.54 A SR-111 San Luis Rey Av. Ponola Av. 32,900 60 52,D00 0.63 B SR-1I I Portola Av. EI Paseo/Cabrillo Av. 32,000 6D 52,000 1 0.62 B SR-111 El Paseo/Cabrillo Av. Deep Carryon Rd. 40.800 6D 52,000 0.78 C SR111 Dee Can on Rd. Hospitality Dr. 30,400 4D 32,000 0.95 E 1 SR-111 Hos itali Dr. Cook St, 3Q,500 4D 32,000 0.95 E SR-111 Cook Sl. Eldorado Dr. 31,800 4D 32,000 0.99 E SR-111 Eldorado Dr. Miles Av, 35,000 4D 32,000 1.09 F Mesa View Dr. SR-74 Portola Av. 3,500 2D 16,000 0.22 A U:\UcJobs10005 SExce N1[00055-04.xts1T2-1 TABLE 2-2 EXISTING DAILY ROADWAY SEGMENTS WITH VOLUMES GREATER THAN CAPACITY(LOS•'F•) lip EXISTING ROADWAY ROADWAY SEGMENT FROM TO COUNT CROSS-SECTION CAPACITY V/C LOS Monterey Av. Dinah Shore Dr. Gerald Ford Dr. 34,600 4D 32,000 1.08 F Deep Canyon Rd. Magnesia Falls Dr. Fred Waring Dr. 19.800 2D 16,000 1.24 F Dinah Shore Dr. Bob Hoe Dr. Monterey Av. 20,500 2U 14,000 1-46 F Fred Warn Dr. San Pablo Av. Portola Av. 38,300 4D 32,000 1.20 F Fred Waring Dr, Portola Av. Deep Canyon Rd. 38,900 4D 32,000 1.22 F Fred Waring Dr. Deep Canyon Rd. Cook St. 47,600 4D 32,000 1.49 F SR-111 Eldorado Dr. Miles Av. 35,000 4D 32,000 1.09 F i1711i U:\UcJobs\00055\Excel\[00055-04,xls]T2-2 N O i►1 TABLE 2-3 EXISTING DAILY ROADWAY SEGMENTS WITH LEVEL OF SERVICE"E" EXISTING ROADWAY ROADWAY SEGMENT FROM TO COUNT CLASSIFICATION CAPACITY V/C LOS Monterey Av. Frank Sinatra Dr. 1country Club Dr. 30,600 4D 32,000 0.96 E Deep Canyon Rd. Fred Waring Dr. SR-111 22,600 3D - 24,000 0.94 E Country Club Dr. Oasis Club Dr. Washington St. 31,700 4D 32,000 0.99 E SR-111 Monterey Av. San Pablo Av, 30,000 4D 32,000 0.94 E SR-111 Deep Canyon Rd. - Hospitality Dr. 30,400 4D 32-000 0.95 E SR-111 Hospitality Dr. Cook St. 30,500 4D 32,000 0.95 E SR-111 Cook St. Eldorado Dr. 31,800 40 32,000 0.99 E qj U:\U cJo bs\00055\Excel\[00055-04.xls]T2-3 N J � f ' r 4t .. TABLE 2-0 EXISTING DAILY ROADWAY SEGMENTS WITH LEVEL OF SERVICE"D" EXISTING ROADWAY ROADWAY SEGMENT FROM TO COUNT CLASSIFICATION CAPACITY V/C LOS Monterey Av. Country Club Dr. Parkview Dr. 26,300 4D 32,000 0.82 D , Cook St. Count Club Dr. Houle Ln.E. 27,700 4D 1 32.000 0.87 - D Washington St. 1-10 EB Rams ICountFy Club Dr. 46,200 6D 52,000 0.89 D Washington St. Country Club Dr. Hovley Ln.E. 43,000 6D 52,000 0.83 D Country Club Dr. Bob.Hope Dr. Monterey Av.- 28,800 4D 32,000 0.90 D Hovley Ln.E. Cook St. Eldorado Dr. 13,600 2D 16,000 0.85 D Fred Waring Dr. - Monterey Av. 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E o o N N C N N rn E o U g U m > V c9 77 c9 n -O N y .LO. L NO IT N C .L-. J (h W > N N O CO m w N O N C M C _00 O LL N �. m o m > E a�i d � .n d m p v m c 3 o m c a N ~ a U) U) U (D c - N l4 C7 O .N-r c 3 a) �o a) ° M J c E _ °c o @ > F a� O U) C O O C D O M > } Q CO d Q C U m L00 � Arn 3 3 O LL — 1 0 c C L _ 3 o aoi E x o o a U w C9 U > m U) ax) °i N M �a k a W li a .Z W �' a s u n"K a W > � o �. ^ry J _ 0 WW V FN N N N a W - N N^ < N m m al x mm E m� e¢ ' ^ V i F ^ m o 2 m T O tl )� C N ..iS LL w iurw z a 2 H z $$ l7 W 0 +ter - TABLE 3-2 PALM DESERT CURRENTLY ADOPTED GENERAL PLAN ALTERNATIVE VOLUMEICAPACITY SUMMARY FINAL ROADWAY l ROADWAYSEGMENT FROM TO FORECAST CLASSIFICATION CAPACITY VIC LOS Desert Crossing north of SR-111 SR-111 1,500 Collector Street 14,000 0.11 A Desert CrossingSR-111 south of SR-111 8,600 Collector Street 1a,000 0.61 B 1 Town Center W. Fred Waring Dr. SR-111 7,700 Scenic Sew Roadway32,000 0.24 A --- El Paseo SR-111 Plaza W. 8,436 Other Roadwa 32,000 0.26 A El Paseo SR-111 Portola Av. 10115 Other Roadway 52,000 0.19 A Plaza W. Shopping Center SR-111 4,5001 Collector Street 14,000 0.32 A Monterey Av. Varner Rd. 1-10 WB Rams 46,074 Arterial Street 52,000 0.89 D Monlere Av, I-10 WB Ramps k10 EB Rams 52,975 Arterial Street 52,000 1.02 F Monlere Av. 1-10 ES Rams Dinah Shore Dr. 63 657 Arterial Street 52,000 1.22 F F Monterey Av. Dinah Shore Dr. Gerald Ford Dr. 40 055 Arterial Street 22,000 0.77 C I Monlere Av. Gerald Ford Dr. Frank Slnalra Ur. 31,172 Arterial Street 52,000 0,60 A- Monier; Av. Frank Sinatra Dr. Coun Club Dr. 30,600 Arterial Street 521000 0.59 A Monterey Av. Country Club Dr. Parkview Dr. 35,946 Arterial Street 52,000 0,69 B Monterey Av. Parkview Dr. Fred Waring Dr. 30018 Arterial Street 52,000 0.58 A Monterey Av. Fred Waring Dr. SR-111 27,574 Arterial Street 52,000 0,53 A Monterey Av, SR-111 El Paseo 37,529 Major Thoroughfare 32,000 1.17 F College of the Desert north of Fred WaringDr. Fred WaringDr. 4 300 Collector Street 14,000 0:31 A w College of the Desert Fred Warm Dr. south of Fred Waring Dr. 681 Collector Street 14,000 0,05 A e I San Pablo Av. Ma nesia Falls Dr. Fred Waring Dr. 10,000 Scenic Se wnda Roadway 32,000 0.31 A San Pablo Av. Fred WaringDr. SR-111 11.300 Seconds Roadway 32,000 0.35 A San Pablo Av. SR-1I I El Paseo 5,600 Scenic Secondary Roadwa 32,000 0.18 A San Luis Rey Av. SR-111 El Paseo 6,600 Collector Street 14.000 0.47 A P Portola Av. Varner Rd. 1-10 WB Rams 33,118 Arterial Street 52,000 0.64 B Portola Av. I-10 WB Rams 1-10 EB RaffVs 37,488 Arterial Street 52,000 0.72 C 111 r Portola Av: 1-10 EB Rams Gerald Ford Dr. 47,256 Arterial Street 52,000 0,91 E Portola Av. Gerald Ford Dr. Frank Sinatra Dr. 29 040 Major Thoroughfare 32 000 0.91 E Portola Av. Frank Sinatra Or- Count Club Dr. 37.492 Major Thoroughfare 32,000 1.17 F Portola Av. Country Club Dr. Hovley Ln.E. 29444 Major Thoroughfare 32,000 0.92 E Portola Av. H.vley Ln.E. Magnesia Fails Dr. 27,087 1 Major Thoroughfare 32,000 0.85 D Portola Av. Magnesia Falls Dr. Fred Waring Dr. 22,552 1 Major Thoroughfare 32,000 Q,70 B Portola Av. Fred Waring Dr. SR-111 - 23,561, Major Thoroughfare 32,000 0.74 C Portola Av. SR-111 El Paseo 13,000 Major Thoroughfare 32,000 0.41 A Deep Canyon Rd. Ma nesia Falls Dr. Fred Waring Dr. 19,800 Secondary Roadway 32,000 0.62 B Deep Canyon Rd. Fred Waring Dr. SR-111 22,600 Secondary Roadway 32,000 0.71 C Deep Canyon Rd. SR-111 Fairway Dr. 8,300 Secondary Road­ 32,000 0.26 A Hospitality Dr. north of SR-111 SR-111 1,919 Collector Street 14.000 0.14dF Hospitality Dr. SR-111 south of SR-111 5.900 Collector Street 14,0W 0.42 Chase School Rd. Ram.Rd, Varner Rd- 20,269 Arterial Street 52.000 0.39 Chase School Rd. Varner Rd. 1-10 W8 Rams 33.93.4 Arterial Street 52,000 0-65 Cook St- I-10 WB Rams 410 EB Ramps 40.912 Arterial Street 52 000 0.79 Cook 5l. I-10 EB Rams Gerald Ford Dr. 52,743 Arterial Street 52,000 1.01 Cook St Gerald Ford Dr. Frank Sinatra Dr. 53,333 Arterial Street 52,000 1.03CoCount Club Dr. 40,993 Arterial Street 52 000 079Cok St Count Club Dr Hovle Ln.E. ]iE45,4 CD m =a o� F 1 w a WCL51 s c� a V LUW o 9 e$ J 0 � IR .� W hill a• �9 � e �"' � �_e� d iC 21 s o o y{ 6 Z 0 ✓ TABLE 3-2(CONTINUED( PALM DESERT CURRENTLY ADOPTED GENERAL PLAN ALTERNATIVE VOLUME/CAPACITY SUMMARY 1, ~8 FINAL ROADWAY ROADWAY SEGMENT FROM TO FORECAST CLASSIFICATION CAPACITY V/C LOS Cook SL Hovley Ln.E. Fred Waring Dr. 34,302 Arterial Street 52,000 0.66 B Cook St. Fred Waring Dr. SR-111 32.695 Arterial Street 52,000 0.63 B c Cook St. SR-111 Fairway Or. 7,300 Arterial Street 52,000 0.14 A _ Emerald Desert Dr. Kalahari Desert Dr. Frank Sinatra Dr. 2.200 Collector Street 14,000 0.16 A Eldorado Dr. Frank Sinatra Dr. Country Club Dr. 3,200 Arterial Street 52,000 0.06 A _ Eldorado Dr. Country Club Dr. Hovley Ln.E. 7.759 Arterial Street 52,000 0.16 A Via Toscana Hovley Ln.E. Pisa 2,749 Collector Street 14,000 0.201 A Eldorado Dr. Fred Waring Dr. SR-111 9,472 Arterial Street 52.000 0.161 A Eldorado Dr. SR-111 Fairway Dr. 9,001 Major Thoroughfare 32 000 1 0.281 A - ? Thousand Palms Canyon Rd, Dillon Rd. Ramon Rd. 2,757 Arterial Street 52,0001 0.061 A Oasts Club Dr. Country Club Dr. - Hovley Ln.E. 5,200 Major Thoroughfare 32,000 0.16 A i ashih ton St. Av.38 .Varner Rd. 62,030 Arterial Street 52.000 1.191 F a Washington St. Varner Rd. 1.10 EB Ramps 69,872 Arterial Street 52,000 1.341 F Washington St. 1-10 EB Ramps Country Club Dr. 71,124 Arterial Street 52.000 1.37 F Washington SL Country Club Dr. Hovlev Ln.E. 41,372 Arterial Street 52,000 0.80 C Washington St. Hovley Ln.E. Fred Waring Dr. 43.255 1 Arterial Street 52,000 0.83 D Washington SL Fred Waring Dr. SR-111 45.351 Arterial Street - 52,000 0.87 D w Dillon Rd. Hot Springs Rd. Thousand Palms Canyon Rd. 2.789 Arterial Street 52,000 0.05 A _ r Ramon Rd. Bob Hope Dr. I-10 EB Rams 46,585 Arterial Street 52,000 0.90 D Ramon Rd. 1-10 EB Ram 1-10 WB Rams 27,476 Arterial Street 52,000 0-53 A Ramon Rd. 1-10 WB Ramps Varner Rd. 27476 Arterial Street 52,000 0.53 A Ramon Rd. Varner Rd. Monterey Av. 20,986 Arterial Street 52,000 0.40 A Ramon Rd. Monterey Av. Chase School Rd. 10,627 Arterial Street 52,000 0.20 A d. Dinah Shore Dr. Bob Hope Dr. Montere Av. 46,791 Arterial Street 52,000 1 0.901 D Dinah Shore Dr. Montere Av. Portola Av. 39,309 Secondary Roadway 32.000 1 1.231 F r• Gerald Ford Dr. Bob Hoe Dr. Monterey Av. 38,809 1 Arterial Street 52,000 1 0.751 C Gerald Ford Dr. Montere Av. Portola Av. 40,576 Arterial Street 52,0001 0.781 C Gerald Ford Dr. Portola Av. Cook St. 33,277 Arterial Street 52,000 0,641 8 € Gerald Ford Dr. Cook St. Frank Sinatra Dr. 11,830 Secondary Roadway 32,000 0.371 A Frank Sinatra Dr. Bob Hope Or. Monterey Av. 24,309 Major Thoroughfare 32,000 0361 C ; Frank Sinatra Dr. Monterey Av. Portola Av. 25,920 Arterial Street. - 52,000 0.501 A g Frank Sinatra Dr. Portola Av. Cook St. 22,874 Arterial Street 52,000 0.44 A Frank Sinatra Dr. Cook St. Gerald Ford Dr. 8,259 Arterial Street 52,000 0.16 A Frank Sinatra Dr. Gerald Ford Dr. Eldorado Dr. 15,627 Arterial Street 52 000 0.30 A Av,38 Varner Rd. Washington St. 26,907 1 Major Thoroughfare 32,000 0.84 D Tamarisk Row Dr. Eldorado Dr. Country Club Dr. 13,249 Major Thoroughfare 32,000 0.41 A Varner Rd. Montere Av. 1-10 WB Ramp at Monterey 30,697 Secondary Roadway 32,000 0.96 E Varner Rd. 1-10 WB Ramp at Monterey Portola Av. 17,626 Secondary Roadway 32,000 0-55 A Vamer Rd. Portola Av. t-10 WB Ramp at Portola 43,024 Secondary Roadway 32.000 1.34 F arner Rd. 1-10 WB Ramp at Portola Chase School Rd. 30,141 SecordaryRoadway 32,000 0.94 E Varner Rd. Chase School Rd. Av.38 30,359 Secondary Roadway 32 0001 .95 E Varner Rd. Av.38 1-10 WB On Ramp at Washington 5,320 Secondary Roadway 32.0 0.17 A Varner Rd. 1-10 WB On Ram at Washin Washin on St. 13,330 Secondary-Roadwa 32,000 0.42 A Varner Rd Washington St. I-10 WB Rams 29 222 Arterial Street 62 000 0.47 A �. { TABLE 3-2(CONTINUED( PALM DESERT CURRENTLY ADOPTED GENERAL PLAN ALTERNATIVE VOLUME/CAPACITY SUMMARY FINAL ROADWAY '- ROADWAY SEGMENT FROM TO FORECAST CLASSIFICATION CAPACITY VIC LOS Varner Rd. 1-10 WB Rams Adams St. 21,371 Secondary Roadway 32,000 1 0.671 B 1-10 Free.. W/O Bob Hope Dr. Bob Hope Dr. 208,400 84ane Freeway 160,500 1 1.30 F 1-10 Freeway Ramon Rd. Monterey Av. 218,000 8-lane Freeway 160,500 1261 F 1-10 Freeway Monterey Av. Portola Av. 225,900 8-lane Freeway 160,500 1.41 F 1-10 reeway Portola Av. Cook SL 232,700 8-lane Freeway 160,500 1,45 F .,,•.>;, 1-10 Freeway Cook SL Washington St. 227.200 8-lane Freeway 160,500 1.42 F I-10 FreewayWashington St. E/O Washington St. 202.500 8-lane Freeway 160,500 1.26 Count Club Dr. Bob Hope Dr. Monterey Av. 30,031 Arterial Street 52,000 _A681 A [Hovley t Club Dr, MontereyAv. Portola Av. 20,253 Arterial Street 52,000 0.39 A t Club Dr. Portola Av. Cook St. 25,980 Arterial Street 52,000 0-50 A t Club Dr, Cook St. - Eldorado Dr. 28,901 Arterial Street 52,000 0.56 A t Club Dr. Eldorado Dr. Oasis Club Dr. 21,468 Arterial Street 52,000 - 0.41 A t Club Dr, Oasis Club Dr. Washington St. 35,083 Arterial Sheet - 52,000 0.67 8 t Club Of. Washington St. Av.42 23,823 Major Thoroughfare 32,000 0.74 C e Ln.E. Portola Av. Cook St. 15,800 Seconds Roadway32,000 0.49 A �r Ln.E_ Cook St. Eldorado Dr. 20530 Ma or Thorou hfare 32000 0.64 B e Ln.E. Eldorado Dr. Oasis Club Dr. 23,865 Major Thoroughfare 32,000 0.75 C Hovle Ln.E. Oasis Club Dt. Washington St. 16,688 Major Thoroughfare 32,000 0.52 A w Av.42 Washington St. Adams SL 23.100 1 Major Thoroughfare 32.0001 0.72 C Magnesia Falls Dr. Monterey Av. Portola Av. 5,775 Scenic Secondary Roadway 32,000 0.18 A - Magnesia Falls Dr. Portola Av. Deep Canyon Rd. 3,400 Scenic Secondary Roadway 32,000 0.11 A Painters Path Fred Waring Dr. SR-111 2,800 Collector Street 14000 020 A Parkview w Dr. SR-111 MontereyAv. 8,852 Seconds Roadway32,000 0.28 A Parkvie Dr. Monterey Av. College of the Desert 8,400 Secondary Roadway 32,000 0.26 A Fred Waring Dr. SR-1I I Montere Av. 23,387 Arterial Street 52 000 0.45 A Fred WaringDr. MontereyAv. College of the Desert 37,294 Arterial Street 52 000 0.72 C Fred WaringDr. College of the Desert San Pablo Av. 37,966 Arterial Street 52 000 0.73 C Fred WaringDr. San Pablo Av. Portola Av. 39,623 Arterial Street 52,000 0.76 C Fred Waring Dr. Portola Av. Deep Canyon Rd. 38,900 Arterial Street 52,000 0.75 C Fred Waring Dr. Deep Canon Rd. Cook St. 47,600 Arterial Street -52000 0.92 E Fred Waring Dr. Cook St. Eldorado Dr. 46,073 1 Arterial Street 52,000 0.89 D Fred Waring Dr. Eldorado Dr. California Dr. 45 288 Arterial Street 52 000 0.87 D Fred Warin Dr. California Dr. Warner Tr. 44.038 Arterial Street 52000 0,85 D Fred Waring Dr. Warner Tr. Washington St. 53,138 Arterial Street 52.000 1.02 F Fred Waring Dr. Washington St. Jefferson St. 33,937 Major Thoroughfare 32000 1.06 F SR-111 Bob Hope Dr. Parkview Dr. 67,247 Arterial Street 52,000 1.29 F SR-111 Parkview Dr. Fred Waring Dr. 59,582 Arterial Street 52.000 1.15 F SR-111 Fred Waring Dr. Desert Crossing 40,403 Arterial Street 52,000 0.78 C SR-111 Desert Crossing El Paseo/Town Center W. 41,047 Arterial Street 52,000 0.79 C SR-111 El Paseo/rown Center W. Plaza W. 36 991 Arterial Street 52 000 0.71 C SR-111 Plaza W Monterey Av, - 38.903 Arterial Street 52,000 0.75 C SR-111 Monterey Av. - San Pablo Av. 46.410 1 Arterial Street 52,000 0-89 D SR-111 San Pablo Av. San Luis Re Av. 48 066 Arterial Sheet 52,000 0.92 E SR-1 t 1 San Luis Re Av. Portola Av. 50,948 1 Arterial Street 52,000 0,98 E TABLE 3-2(CONTINUED) PALM DESERT CURRENTLY ADOPTED GENERAL PLAN ALTERNATIVE VOLUMEICAPACITY SUMMARY ROADWAY SEGMENT FROM FINAL ROADWAY TO FORECAST CLASSIFICATION CAPACITY V/C LOS SR-111 Portola Av. El Paseo/Cabrillo Av. 499 ,09 056 Arterial Street 52,000 0.94 E SR-111 El Paseo/Cabrillo Av. Dee Can on Rd. 5 ,2 Arterial Street 52,000 1.14 F SR-111 Dee Canyon Rd. Hospitality Dr. 59,109 Arterial Street 52,000 1.14 F SR-111 Hos itali Dr. Cook St. 60 833 Arterial Street 52,000 1.17 F SR-111 Cook St Eldorado Dr. 64,077 Arterial Street 52,000 1.23 F SR-117 Eldorado Dr. Miles Av. 70.426 Arterial Street 52,000 1.35 F Mesa View Dr. SR-74 Portola Av. 3,500 Sewnda Roadwa 32,000 0.11 A Ha-tack Rd. SR-74 Portola Av. 929 Second- Roadwa 32,000 0.03 A 2nd Av. Hovley Ln.E. Cook St, 2.292 Sewnda Roadwa -32,000 0.07 A H.Yley Ln.West Monterey Av. Portola Av. 2,026 Second- Roadwa 32.000 0.06 A 35th Av. Dinah Shore Dr. Unnamed Rd, 15 177 Second- Roadwa 32,000 0.47 A Lucas Wa Dinah Shore Dr. 35th AV. 3,930 Second- Roadwa 32 000 0.12 A Unnamed Rd. Dinah Shore Dr. 351h Av. 6,391 Secondary Roadway- 32,000 0.20 A California Dr. Fred Warin Dr. Warner Tr. 1.197 Collector Street 14,000 0.09 A Warner Tr. AV.of the States Fred Warin D, 8,659 Collector Street 14,000 0.62 8 Bob Hope Dr. 18th AV. 20th Av. 5,869 Secondaty Roadway 32,000 0,18 A 201h Av. 22nd AV- 7,779 Second- Roadway32,000 0.24 A w 1 Bob Hope Dr. 22nd Av. 30th Av. 7,004 Collector Street 14.000 0.50 A Dillon Rd. 18th Av. - Dowell Ln, 1,916 Arterial Street 52,000 0.04 A 201h Av. Bob Ho Pe Dr- Dowell Ln. 2,115 Secondary Roadway 32,000 0.07 A 22nd Av. Bob Hope Dr. Dowell Ln. 119 Second-"Roadway32 000 0.00 A Dowell Ln. 201h AV. 22nd Av. 405 Secondary Roadway 32,000 0.01 q Dillon V. Dow ll Dowell d, 1 937 Arterial Street 52,000 0.04 A - 201h Av. Dowell Ln. Dillon Rd. 1,702 Secondary Roadway 32,00 0.05 A 22nd AV. 10owell Ln. Dillon Rd. 64 Secondary Roadway 32,000 0.00 A Dillon Rd. 20th Av. 22nd Av. 2,629 Arterial Street 52,000 0.05 A Eldorado Dr. Fred Warin Dr. Hovle Ln.E. 1,816 Arterial Street 52,000 0.03 A Dillon Rd. Thousand Palms Can on Rd. n/o Dillon Rd. 1,237 Arterial Street 52.000 0.02 A Thousand Palms Canyon Rd. 26th Av. Dillon Rd. 1,616 Collector Street 14,000 0-11 A Thousand Palms Canyon Rd. 26th Av. s/o 26th Av. 2,757 Collector Street 14,000 0.20 A Yf 26th AV. Thousand Palms Can n Rd. e/o Thousand Palms Canyon Rd. 1,140 Secondaa Roadway 32,000 0.04 q U:\UcJob s1000551Exw11(00055-04.xlsjT3-2 *11111► TABLE 3-3 PALM DESERT CURRENTLY ADOPTED GENERAL PLAN ALTERNATIVE ROADWAY SEGMENTS WITH VOLUME EXCEEDING CAPACITY(LOS"F") FINAL ROADWAY ROADWAY SEGMENT FROM TO FORECAST CLASSIFICATION CAPACITY V/C LOS Montere•Av. 1-10 WB Rams 1-10 EB Rams 52,975 Arteriaf Street 52,000 1,02 F MontereyAv. 1-10 EB Rams Dinah Shore Dr. 63.657 Arterial Street 52,000 1.22 F Monterey Av. SR-111 El Paseo 37,529 Major Thoroughfare 32,000 1.17 F l► Portola Av, Frank Sinatra Dr. Count Club Dr. 37,492 Major Thoroughfare 32,000 1.17 F Cook St. 1-10 EB Rams Gerald Ford Dr. 52.743 Arterial Street 52,000 1.01 F Cook St. - Gerald Ford Dr. Frank Sinatra Dr. 53,333 Arterial Street 52,000 1.03 F Washington St. Av.38 Varner Rd. 62,030 Arterial Street 52,000 1.19 F ashin ton St. Varner Rd. 1-10 EB Rams 69,872 Arterial Street 52.000 1.34 F Washington St. 1-10 EB Rams Count Club Dr. 71,124 Arterial Street - 52,000 1.37 F ll Dinah Shore Dr. MontereyAv. Portola Av. 39,309 Second- Roadwa 32,000 1.23 F I'Vanner Rd. Portola Av. 1-10 WO Ramn at Portola 43,024 Secondary Roadway 32,000 1.34 F Fred Waring Dr. Warner Tr. Washin ton St 53,138 Arterial Street 52,000 1.02 F Fred Waring Dr. Washington St. Jefferson St. 33,937 Major Thoroughfare 32,000 1.06 F w SR-111 Bob Hope Dr. Parkview Dr. 67,247 Arterial Street 52,000 1.29 F SR-111 Parkview Dr. Fred Waring Dr. 59,582 Arterial Street 52,000 1.15 F o ISR-1 11 El Paseo/Cabrillo Av. Deep Canyon Rd. 59,209 Arterial Street 52,000 1.14 F SIR III Deep Canyon Rd. ]Eldorado Hospitality Dr. 59,114 Arterial Street 52,000 1.14 F SR-111 Hospitality Dr. Cook St. 60.833 Arterial Street 52.D00 1.17 F SR-111 Cook St. Dr. 64,077 Arterial Street 52,000 1.23 F SR-111 Eldorado Dr. Miles Av. 70,426 Arterial Street 52,000. 1.35 F �11 U.1UcJob s1000551Excell(00055-04.xls)T3-3 7 Mtn TABLE 3-t PALM DESERT CURRENTLY ADOPTED GENERAL PLAN ALTERNATIVE ROADWAY SEGMENTS WITH LEVEL OF SERVICE"E" FINAL ROADWAY ROADWAY SEGMENT FROM TO IFORECASTJ CLASSIFICATION CAPACITY VEC LOS r Portola Av. 1-10 EB Rams Gerald Ford Dr. 47,256 Arterial Street 52,000 0.91 E Portola Av. Gerald Ford Dr. Frank Sinatra Dr. 29,040 Major Thoroughfare 32,000 0.91 E Portola Av. Count Club Dr. Hovley Ln.E. 29,444 Major Thoroughfare 32,000 0.92 E Varner Rd. Monterey Av. 1-10 WB Ramp at Monterey 30,697 Secondary Roadway 32,000 0.96 E Varner Rd. 1-10 WB Ramp at Portola Chase School Rd. 30,141 Secondary Roadway 32,000 0.94 E Varner Rd. - Chase School Rd. Av.38 30,359 Seconda Roadway32.000VEFred Warin Dr. Dee Can on Rd. Cook St 47,600 Arterial Street 52,000SR-111 - San Pablo Av. San Luis Re Av. 48,066 Arterial Street 52,000SR-111 San Luis Re Av. Potola Av. 50 2 11 Arterial Stree 52,000SR-111Portola Av. EI Paseo/Cabrillo Av. 49,056 Arterial Sheet 52,000 U:AUcJobsV00055\ExceIA[00055-04.xisjT34 r J11 s TABLE 3-5 PALM DESERT CURRENTLY ADOPTED GENERAL PLAN ALTERNATIVE ROADWAY SEGMENTS WITH LEVEL OF SERVICE"D" FINAL ROADWAY ROADWAY SEGMENT FROM TO FORECAST CLASSIFICATION CAPACITY V/C LOS Monterey Av. Varner Rd. 1-10 WB Rams 46,074 Arterial Street 52,000 0.89 E Portola Av. Hovley Ln.E. Magnesia Falls Dr. 27,087 Major Thoroughfare 32,000 0.85 E Cook St. Country Club Dr. Hovley Ln.E. 45.490 Arterial Street 52,000 0.87 E Washington St Hovley Ln.E. Fred Waring Dr. 43,255 Arterial Street 52,000 - 0.83 E Washington St. Fred Waring Dr. SR-111 45.351 Arterial Street. 52,000 0.87 E Ramon Rd. Bob Hope Dr. 1-10 ES Rams 46,585 Arterial Street 52,000 0.90 - E Dinah Shore Dr. Bob Hoe Dr. Monterey Av. 46,791 Arterial Street 52,000 0.90 E Av,38 Varner Rd. Washington St 26,907 Major Thorou hfare 32,000 0.84 E Fred Warin Dr. Cook St. Eldorado Dr, 46,073 Arterial Street 52,000 0.89 E - Fred Warin Dr. Eldorado Or. California Dr. 45,288 Arterial Street 52,000 1 0.87 E Fred Wariinq Dr. lCalifomia Dr. lWarnerTr. 1 44.038 Arterial Street 52,000 0.85 E SR-111 Monterey Av. San Pablo Av. 46.410 Arterial Street 1 52,0001 0,89 E toU:\UcJobs\00055\Excel\[00055-04.xls[T3-5 Fp 0 p\� vno mOeNq 7<n0-5pn �-i m 0 � w0 m 3 O000 - 0 000o.- o o Nm o F,Q o o00� O C.) 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Ion J _ �. WIL W o N cl a m N ^$ s a°�' �N•m � v c4 '3 g 7 N 16 N N Q=Q ..1 F�F K G Yri TABLE 4-2 PALM DESERT PREFERRED ALTERNATIVE VOLUMEXAPACITY SUMMARY FINAL ROADWAY ROADWAY SEGMENT FROM TO FORECAST CLASSIFICATION CAPACITY VIC LOS Desert Crossing north of SR-111 SR-111 1,5t2 Collector Street 14,000 0.11 A Desert Crossing SR-111 south of SR-111 8,600 1 Collector Street 14,0001 0.611 B Town Center W. Fred Waring Dr. SR-iti 8,156 1 Scenic Secondary Roadwa 32,000 0.25 A El Paseo SR-11 t Plaza W 8,946 Other Roadwa 32,000 0.28 A El Paseo SR-111 Portola Av. 11,038 Other Roadway52,000 0.21 A Plaza W. Shopping Center SR-111 4,509 Collector Street 14,000 0.321 A Monterey Av. Varner Rd. 1-10 WB Rams 47,451 Arterial Street 52,000 0.91 E Monterey A, 1-10 WB Rams 1.10 EB Rams 53,765 Arterial Street 52,000 1.03 F Monterey Av. 1-10 EB Rams Dinah Shore Dr. 64,860 Arterial Street 52.000 1.25 F Monterey Av. Dinah Shore Dr. Gerald Ford Dr. 42238 Arterial Street 52,000 0.81 D MontereyAv. Gerald Ford Dr: Frank Sinatra Dr. 32,943 Arterial Street 52,000 0.63 B Monterey Av. Frank Sinatra Dr. Country Club Dr. 33,226 Arterial Street 52,000 0.64 B fiillr Monterey Av. Country Club Dr. Parkview Dr. 38,9631 Arterial Street 52,000 0.75 C Monterey Av. Parkview Or. Fred Waring Dr. 32.388 Arterial Street 52,000 0.62 B Monterey Av. Fred Waring Dr. SR-111 29,738 Arterial Street - 52,000 0.57 A Monterey Av. SR-111 El Paseo 39,068 Major Thoroughfare 32.000 1.22 F College of the Desert north of Fred Warinq Dr. Fred Warin Dr. 4,384 Collector Street 14,000 0.31 A College of the Desert Fred Waring Dr. south of Fred Waring Dr. 1,020 Collector Street 14,000 0.07 A ? San Pablo Av. Magnesia Falls Du Fred Warinq Dr. 10,153 Scenic Seconds Road- 32,000 0.32 A San Pablo Av. Fred Waring Dr. SR-111 12,863 Secondary Roadway 32,000 0.40 A San Pablo Av. SR-111 El Paseo 6,268 Scenic Seconds Roadway32,000 0.20 A San Luis Re Av. SR-i 11 El Paseo 6,810 Collector Street 14.000 0.49 A Portola Av. Varner Rd, 1-10 WB Rams 34,419 Arterial Street 52,000 0.66 B Portola Av. I-10 WB Rams I-10 EB Rams 38,957 Arterial Street 52,000 0.75 C Portola Av. 1.10 EB Rams Gerald Ford Dr. 48,234 Arterial Street 52,000 0.93 E Portola Av. Gerald Ford Dr- Frank Sinatra Dr. 30,948 Major Thoroughfare 32,000 0.97 E Portola Av. Frank Sinatra Dr. Country Club Dr. 39,495 Major Thoroughfare 22,000 1.23 F Portola Av. - Country Club Dr. Hoyley Ln.E. 31,269 Major Thoroughfare 32,000 0.98 E Portola A, Hoyley Ln.E. Magnesia Falls Dr. 28,358 Major Thoroughfare 32.000 0.89 D Portola Av. Magnesia Falls Dr. Fred Waring Dr. 24,266 Major Thoroughfare 32.000 0.76 C Portola Av. Fred Waring Dr. SR-111 24,275 Major Thoroughfare 32.000 0.76 C ow Portola Av. SR-111 El Paseo 12,955 Major Thoroughfare 22,000 0.40 A Orep Canyon Rd. Magnesia Falls Dr. Fred Waring Dr. 19,538 Secondary Roadway 32,000 0.61 8 5eep Canyon Rd. Fred Waring Dr. SR-111 23,350 Secoodwy Roadwa 32,000 0.73 C Deep Canon Rd. SR-1I I Fai-ay Dr, 6,464 Secondary Roadway 32,000 0.26 JD Hos italic Or north of SR-111 SR-111 1,772 Collector Street 14,000 0.13 Hospitality Dr. SR-111 south of SR-111 5,877 Collector Street 14.000 0.42 Chase School Rd, Ramon Rd. Varner Rd. 00,818 Arterial Street 52.000 259 Chase School Rd. Varner Rd. 1-10 WB Rams 46,116 Arterial Street 22,000 0.89 Cook St. 1-10 WB Rams 1-10 EB Rams 51,601 Arterial Street 52.000 0.99 Cook St. 1-10 EB Rams Gerald Ford Dr. 61,962 Arterial Street _52.000 1.19 Cook St. Gerald Ford Dr. Frank Sinatra Dr. 60,648 Arterial Street 52,000 1.17 _ Cook St. Frank Sinatra Dr. Count Club Dr. 46,389 Arterial Street 52,000 0.B9 imp F_ 2E W� O LU a4 s g d caa LU V x W w o W o LU It -a �� s >o o i191i g 5 : 8 gr a g $ $ a o it r z 5 a 2 V S0S 7 �I TABLE 4-2(CONTINUED) PALM DESERT PREFERRED ALTERNATIVE VOLUMEICAPACITY SUMMARY FINAL ROADWAY ROADWAY SEGMENT FROM TO FORECAST CLASSIFICATION CAPACITY VIC LOS Cook St. Country Club Dr. Hovley Ln.E. 51,236 Arterial Street 52,000 0.99 E. Cook St. Hovley Ln.E, Fred Waring Dr. 37,263 Arterial Street 52,000 0.72 C Cook St. Fred Waring Dr. SR-111 35.707 Arterial Street 52,000 0,69 B r> Cook St. SR-111 Fairway Dr, 7,121 Arterial Street 52,000 0.14 A Emerald Desert Dr. Kalahari Desert Dr. Frank Sinatra Dr. 2,132 Collector Street 14,000 0.15 - A Eldorado Dr, Frank Sinatra Dr. Country Club Dr. 3,304 Arterial Street 52,000 0.06 A Eldorado Dr. Country Club Dr. Hoyley Ln.E. 10,884 Arterial Street 52,000 021 A. Via Toscana Hoyley Ln.E. Pisa 2,843 Collector Street 14,000 0.20 A Eldorado Dr. Fred Waring Dr. SR-111 9,651 Arterial Street 52,000 0.19 A Eldorado Dr. SR-111 Fairway Dr. 9,523 Major Thoroughfare 32,000 0.30 A Thousand Palms Canyon Rd. Dillon Rd. Ramon Rd. 4,363 Arterial Street- 52,000 0.08 A- Oasis Club Dr. Cowry Club Dr. Hoviey Ln.E. 6.281 Maor Thoroughfare 32,000 0.20 A Washington St. Ay.38 Varner Rd. - 62,745- Arterial Street 52,000 1.21 F Washington St. Varner Rd. 1-10 EB Rams 72,613 Arterial Street ,52,000 1.40 F Washington St. 1-10 EB Rams Country Club Dr. 74,706 Arterial Street 52,000 1.44 F Washington St. Country Club Dr. Hoyley Ln.E. 43,769 Arterial Street 52,000 0.84 D >' Washington St. Hovley Ln.E. Fred Waring Dr. 45,151 Arterial Street 52.000 0.87 D Washington St. Fred WaringDr, SR-111 46.695 Arterial Street 62.000 1 0.90 D J Dillon Rd. Hot Springs Rd. Thousand Palms Canyon Rd. 3.658 Arterial Street 52,000 0.07 -A Ramon Rd. Bob Hoe Dr. - 1-10 ES Rams 47,053 Arterial Street 52,000 0.90 . D Ramon Rd. 1-10 EB Rams 1-10 WB Rams 28,475 Arterial Street 52 000 0.55 A Ramon Rd. Rams Vamer Rd. 28,475 Arterial Street 52,000 0.55 A Varner Ramon Rd. Varnerer Rd. Monterey Av. 22,888 Arterial Street 52,000 0.44 A Ramon Rd. Monterey A, Chase School Rd. 15,819 Arterial Street 52.000 0.30 A Dinah Shore Dr. Bob Hope Dr. Monterey Av. 46.798 Arterial Street 52.000 0.90 D Dinah Shore Dr. Monterey Ay. Portola Av. 37.127 Secondary Roadway 32,000 1.16 F Gerald Ford Dr. Bob Hoe Dr. - Monterey Av. 39,837 Arterial Street 52,000 0.77 C Gerald Ford Dr. Monterey Av. Portola Av. 43.633 Arterial Street 52.000 0.84 D Gerald Ford Dr. Portola Av. Cook St. 34,428 Arterial Street 52.000 0.66 B Gerald Ford Of. Cook St. Frank Sinatra Dr. 16,215 Secondary Roadway 32,000 0151 A , Frank Sinatra Dr. Bob Hoe Dr. Monterey Ay. 24,918 Major Thoroughfare 32,000 0.78 C Frank Sinatra Dr. MontereyAv. Portola Av. 27,522 Arterial Street 52,000 0.53 A Frank Sinatra Dr. Portola Av. Cook St. 26,142 Arterial Street 52,000 0.50 A Frank Sinatra Dr. Cook St. Gerald Ford Dr. 8,240 Arterial Street 52,000 0.16JE Frank Sinatra Dr. Gerald Ford Dr. Eldorado Dr. 17.432 Arterial Street 52,000 0.34 Av.38 Varner Rd. Washington St. 24,652 Major Thoroughfare 32,000 0.77 Tamarisk Row Dr. Eldorado Dr. Count Club Dr. 14.998 Major Thoroughfare 32 000 0.47 Varner Rd. MontereyAv. 1-10 WB Ram at Monterey29,205 SecondaryRoadwa 32,000 0.91 Varner Rd. 1-10 WB Ram at MontereyPortola AR 17,326 SecondaryRoadwa 32,000 0.54 Varner Rd. Portola Av. 1-10 WB Ram at Portola 44,711 SecondaryRoadway32,000 1.40 Varner Rd. 1-10 WB Ram at Portola Chase School Rd. 32.039 SecondaryRoadwa 32,000 1.00Varner Rd. Chase School Rd. Av.38 37399 Seconda Roadwa 32,000 1.17 Vamer Rd. A,38 1-10 WB On Ram at Washington 6,347 Seconda Roadway 32,000 0.20 A z TABLE 4-2(CONTINUED) `' PALM DESERT PREFERRED ALTERNATIVE VOLUME/CAPACITY SUMMARY FINAL ROADWAY ROADWAY SEGMENT FROM TO FORECAST CLASSIFICATION CAPACITY VIC LOS Varner Rd. 1-10 WB On Ramp at Washington Washin2lon St. 1 14,919 Seconda Roadwa 32 000 0.47 A Varner Rd. Washin ton St. I-10 WB Rams 30,863 Arterial Street 63,000 0.50 A Varner Rd. 1.10 WB Rams Adams St 22,481 Seconda Roadwa 32,000 0.70 B I-10 FreewayW/O Bob Hope Dr. Bob Hope Dr. 211,000 8-lane Freewa 16Q500 1.31 F 1-10 Freeway Ramon Rd. Monterey A, 221,100 8-lane Freeway 160,500 1 1.38 F- 1-10 Freeway Monterey Av. Portola Av. 224,4010 8-lane Freeway 160.500 1.43 F I-10 Freewa Podola Av. Cook St. 234,400 8-lane Freeway160,500 1.46 F I-t0 Freewa Cook SI. Washington St. 227,800 8-lane Freeway 160,500 1.42 F 1-10 Freeway Washington St. E/O Washington St. 204.700 8-lane Freeway 160,500 1.28- F Country Club Dr. Bob Hoe Dr. Monterey Av. 33,380 Arterial Street 52.000 0.64 B Counta Club Dr. Monterey Av. Portola Av. 25,025 Arterial Street 52 D00 0.48 A Count Club Dr. Portola Av. Cook St. 28,421 Arterial Street 52,000 0.55 A Count Club Or. Cook St. Eldorado Dr. 33.705 .Arterial Street 52,000 0.65 B Count Club Dr. Eldorado Dr. Oasis Club Dr. 24.956 Arterial Street 52,000 0.48 A Countfy Club Dr. Oasis Club Dr. Washington St. 39,771 Arterial Street 52,000 0.76-C Count Club Dr. Washington St. Av.42 25,522 Major Thoroughfare 32,000 0.80 C Houle Ln.E. Portola Av. Cook St. 14.200 Seconda Roadway 32,000 1 0.44 A Hovley Ln.E. Cook St. Eldorado Dr. 22,777 Major Thoroughfare 32,000 1 0.71 C ,A Hoyley Ln.E. Eldorado Or. Oasis Club Dr. 27,123 Maor Thoroughfare 32,000 0.85 D ` l Hoyle Ln.E. Oasis Club Dr. Washington St, 184740 Major Thoroughlare 32,000 0.59 A co Av.42 Washington St. Adams St. 25,842 Maor Thoroughfare 32,000 0.81 D Magnesia Falls Dr. Monterey Av. Portola Av. 6,564 Scenic Secondary Roadway 32,000 0.21 A Magnesia Falls Dr. Portola Av. Deep Canyon Rd. 2,881 Scenic Secondary Roadway 22,000 0.09 A Painters Path Fred Waring Dr. SR-111 2,800 Collector Street 14,000 0.20 A Parkview Dr, SR-111 Monterey Av. 9,601 -Secondary Roadwa 32,000 0.36 A Parkview Dr. Monterey Av. Coife a of the Desert 8,277 Secondary Roadway 32,000 0.26 A Fred Waring Dr. SR-1I I Monterey Av. 24.471 Arterial Street 12,000 0.47 A Fred Waring Dr. Monterey Av. College of the Desert 38,979 Arterial Street 52,000 0.751 C Fred Waring Dr. Colle e of the Desert San Pablo Av. 39,258 Arterial Street 52 000 0.T5 C Fred Wari Dr. San Pablo Av. Portola Av. 40,991 Arterial Street 52,000 0.79 C - Fred Warin Dr. Portola Av. Dee Canyon Rd 40,967 Arterial Sheet 52,000 0.79 C Fred Waring Dr. Dee Can on Rd. Cook St. 49.749 Arterial Street 52,000 0.96 E Fred WaringDr. Cook St. Eldorado Dr. 47,399 Arterial Street 52,OD0 0.91 E Fred WaringDr. Eldorado Or. California Dr. 47,022 Arterial Street 52,000 0.90 D Fred WaringDr. California Or. Warner Tr. 45,475 Artedaf Street 52,000 0.87 D Fred Warin Dr. Warner Tr. Washington St. 54,770 Arterial Street 52,000 1.05 F Fred Warin Dr. Washin ton St. Jefferson St. 35.240 Major Thoroughfare 32,000 1.10 F SR-111 Bob Hope Dr. Parkview Dr. 68,587 Arterial Street 52,000 1.32 F SR-111 Parkview D,. Fred Warin Dr. 60,584 Arterial SUeel 52,000 L77 F SR IllFred WaringDr. Desert Crossing 40.966 Arterial Street 1 52,000 0.79 C SR-111 Desert Crossing El Paseo7Town Center W 11.620 Arterial Street 52,000 1 0.80 C SR-111 El Paseo/Town Center W. Plaza W. 37,052 Arterial Street 52.000 1 0.77 C SR-111 Plaza W Monterey A, 39,065 Arterial Streel 52,000 1 015 C TABLE 4-2(CONTINUED) PALM DESERT PREFERRED ALTERNATIVE VOLUMEICAPACITY SUMMARY FINAL ROADWAY ROADWAY SEGMENT FROM TO FORECAST CLASSIFICATION CAPACITY V/C LOs SR-111 Montere Av. San Pablo Av. 47,1;3 Arterial Street 52,000n SR-111 San Pablo Av. San Luis Re Av. 48,670 Arterial Street 52,000SR-111- San Luis Re Av. Portola Av. 52.079 Arterial Street 52,000SR-lil Portola Av. EI Paseo/Cabrillo Av. 49,0rterial Street 52,000SR-111 E(Paseo/Cabrillo Av. Dee Can on Rd. 60,393 Arteieet 52,000 SR-111 Deep Canyon Rd. Hos(tall Dr. 60.212 Arterial Street 52,000 1.11 F SR-11t Hospitality Dr. Cook St. 62,028 Arterial Street 52,000 1.19 F SR-111 Cook St. Eldorado Dr. 65,813 Arterial Street 52,000 1.19 F Me- V Eldorado Dr. Miles aAv.A 72.030 Arterial Street 52.000 1.39 F Mesa View d. SR-74 Portola Av. 3,703 SecondaryRoadway32,000 0.12 A Haystack Rd. SR-74 Portola Av, 964 -Seconda Roadway 32,000 0.03 A 42nd Av. Hovle Ln..E. Cook St. 3,596 Secondary Roadwa 32,000 0.11 A Hovle Ln.West MontereyAv: Portola Av. 2,445 Secondary Roadway 32,Oo0 o.08 A 35th Av. Dinah Shore Dr. Unnamed Rd. 14,089 Seconda Roadway_ 32,000 0.44 A Lucas WayDinah Shore Dr. 35th Av. 3,777 Seconda Roadway 32,000 0,12 A Unnamed Rd. Dinah Shore Dr, 35th Av. 4.560 Secondary Roadway 32,000 0.14 A California Dr, Fred Waring Dr, Warner Tr. 1,454 Collector Street 14,000 0.10 A I Warner Tr. Av,of the States Fred WaringDr. 8,951 Collector Street 14000 0.to A Bob Hope Dr- 18th Av. 20th Av. 6,063 Seconda Roadway ,32,000 0.19 A Bub Hope Dr. 20th Av. 22nd Av. 8,462 Secondary Roadway 32,000 0,26 A Bob Hoe Dr. 22nd Ay TOth Av. 8,194 Collector Street 14.000 0.59 A Dillon Rd. 18th Av. Dowell La 2,450 Arterial Street 52,000 0.05 A Olh Av. Bob Hoe Dr. Dowell Ln- 2,802 Secondary oadway 32,000 0.09 A 22nd Av, Bob Hope Dr. Dowell Ln. 600 Secondary Roadway 32,000 0.02 A Dowell tn. 20th Av. 22nd Av. 658 Secondary Roadway32,000 0.02 A Dillon Rd. ZOth Av. Dowell Ln. - 2,416 Arterial Street 52,000 0.05 -A 201h Av. Dowell Ln. Dillon R, . 2,150 Seconda Roadwa 32.000 0.07 A 22nd Av. Dowell Ln. Dillon Rd. 161 Secondwy Roadway 32,000 0.01 A Dillon Rd. 201h Av. 22nd Av. 3,257 Arterial Sheet 52,000 0.06 A Eldorado Or. Fred Waring Dr. Hovle In E. 2,562 Arterial Street 52,000 0.05 A '^ Dillon Rd. Thousand Palms Can on Rd. n/o Dillon Rd. 1,506 lArterial Street 52,0001 O.031 A Thousand Palms Canyon Rd. 26th Av. Dillon Rd. 2,594 lColleclor Street 14,000 0.19 A Thousand Palms Canyon Rd. 26th Av. s/o Zbth Av, 4,363 lColleGtor Street 14,0001 0.311 A 26th Av. Thousand Palms Can on Rd. e/o Thousand Palms Can on Rd.1 1,319 16econdary Roadway _32.0001 0.04 A U:\UcJobs\000551Excel\(00055-04.xlsIT4-2 f TABLE 4-3 PALM DESERT PREFERRED ALTERNATIVE ROADWAY SEGMENTS WITH VOLUME EXCEEDING CAPACITY(LOS"F") FINAL ROADWAY ROADWAY SEGMENT FROM TO FORECAST CLASSIFICATION CAPACITY V/C LOS Montere Av. I-10 WB Rams I-10 EB Rams 53,765 Anerial Street 52,000 1.03 F Montere Av. 1-10 EB Rams Dinah Shore Dr, 64,860 Arterial Street 52,000 1.25 F Monterey Av. SR-111 El Paseo 39,068 Ma or Thoroughfare 32,000 1.22 F Portola Av, Frank Sinatra Dr.. Country Club Dr. 39.495 Major Thoroughfare 32,000 1.23 F Cook St. 1-10 EB Rams Gerald Ford Dr, 61,962 Arterial Street 52,000 1.19 F tlllf - Cook St. Gerald Ford Dr. Frank Sinatra Dr. 60,648 Arterial Slreet 5-- 1.17 F Washington St. Av. a Varner Rd. 62,745 Arterial Sfreef - 52.000 121 F Washi ton St. Varner Rd. I-10 EB Rams 72,613 Arterial Street 52,000 1.40 F Washi ton St. I-10 EB Rams Count Club Dr. 74,786 Arterial Street 52,000 1.44 F Dinah Shore Dr. Monterey Av. Portola Av. 37.127 Secondary Roadway 32,000 1.16 F Vamer Rd. Portola Av. 1-10 WB Ramp at Portola ".71l Secondary Roadway 32.000 1.40 F M1r amer Rd. 1-10 WB Ramp at Portola Chase School Rd. 32,039 Secondary Roadway 32,000 1.00 E - ,n Vamer Rd. Chase School Rd. Av.38 37.399 Secondary Roadway 32.000 1.17 F Fred Wari Dr. Wamer Tr. Washington St. 54,770 Arterial Street 52,000 1.05 F o Fred Waring Dr. Washington St. Jefferson St. 35,240 Major Thoroughfare 32.000 1.10 F SR-111 Bob Ho a Dr. Parkview Dr. 68.587 Arterial Street 52.000 1.32 F +➢f SR-111 Parkview Dr. Fred Warm Dr. 60,584 Arterial Street 52,000 1.17 F SR-111 San Luis Rey Av. Portola Av. 52,079 1 WAderialreet E52,000 1.00 E SR-111 El Paseo/Cabrillo Av. Dee Can on Rd. 60,393reet 52,000 1.16 F SR-111 Dee Can on Rd. Nos italil Dr. 60,212reet 52 000 116 F SR-111 Hos italil Dr. Cook St. 62,028reet 52,000 1.19 F SR11Cook St. Eldorado Dr. 65,813reet 52,000 1.27 F imp SR-111 EldoradoDr Miles Av. 72,030reet 52.000 1,39 F U:\UcJobs\00055\ExceF(00055-04.xlsJT4-3 Ilrii 11i11' frrr TABLE 4-4 PALM DESERT PREFERRED ALTERNATIVE ROADWAY SEGMENTS WITH LEVEL OF SERVICE"E" FINAL ROADWAY ROADWAY SEGMENT FROM TO FORECAST CLASSIFICATION CAPACITY VIC LOS onterey Av. Varner Rd. 1-10 WB Ramps 47,451 Arterial Street 52,000 0.91 E Portola Av. 1-16 EB Ramps - Gerald Ford Dr. 48,234 Arterial Street 52,000 0.93 E Portola Av. Gerald Ford Dr. Frank Sinatra Dr. 30.948 Major Thoroughfare 32,000 0.97 E Portola Av. Country Club Dr. Hovley Ln.E. 31,269 Major Thoroughfare 32 000 0.98 E Cook St. _ F10 WB Ram 1-10 EB Ramps -51,601 Arterial Street 52,000 0.99 E Cook St. Country Club Dr. Hovley Ln.E. 51,236 Arterial Street 52,000 0.99 E Varner Rd. Monterey Av. 1-10 WB Ramp at Monterey 29,205 Secondary Roadway 32.000 0.91 E Fred Waring Dr. Deep Canyon Rd. - Cook St. 49,749 Arterial Street 52,000 0.96 E Fred Wariag Dr. Cook SL Eldorado Dr. - 47,399- Arterial Street - 52.000 0.91 E SR-111 Monterey AV.. San Pablo Av. 47.173 Arterial Street 52,000 0.91 E SR-111 San Pablo Av. San Luis Rey Av. 48,670 Arterial Street 52,000 0.94 E SR-111 1 Portola Av. El PaseolCabrillo Av. 49,077 Arterial Street 52,000 0.94 E Uc\UcJobs\00055\Excelu00055-04.xisIT4-4 - TABLE 4-5 PALM DESERT PREFERRED ALTERNATIVE ROADWAY SEGMENTS WITH LEVEL OF SERVICE"D" FINAL ROADWAY ROADWAY SEGMENT FROM TO FORECAST CLASSIFICATION CAPACITY VIC LOS Monterey Av. Dinah Shore Dr. Gerald Ford Dr. 42.238 Arterial Street - 52,000 0.81 D Portola Av. - Hovley Ln.E. Magnesia Falls Dr. 28,358 Major Thoroughfare 32,000 D.89 D Chase School Rd. Varner Rd. 1-ID WB Ram .46,116 Arterial Street 52,000 0.89 D Cook St. Frank Sinatra Dr. Country Club Dr. 46.389 Arterial Street 52,000 0.89 D Washington St. Country Club Dr. Hovley Ln.E. 43,769 Arterial Street 52,000 0.84 D Washington St. Hovley Ln.E. Fred Waring Dr. 45,151 Arterial Street 52,000 0.87 D Washington St. Fred Waring Dr. SR-111 46,695 1 Arterial Street 52,000 0.901 D Ramon Rd. Bob Hope Dr. 1-10 EB Rams 47,053 Arterial Street 52,000 0.90 D Dinah Shore Dr. Bob Hope Dr. Monterey Av. 46,798 Arterial Street 52,000 75. .90 -D Gerald Ford.Dr. Monterey Av. Portola Av. 43,633 Arterial Street 52,000 0.84 D Hovley Ln.E. Eldorado Dr. - Oasis Club Dr. 27.123 Major Thoroughfare 32,000 0.85 D Fred Waring Dr. Eldorado Dr. Ca9fomia Dr. 47.022 Arterial Street 52,000 0.90 D Fred Waring Dr. .California Dr. Wamer Tr. 45,475 Arterial Street 52,000 0.87 D a N U:\UcJobs\00055\Excel\(00055-04.xIsIT4-5 4OWM V aYri I_-a• O C X mi w 0 ��m LCg ja uoa L wmn LQ mry L 4 ono p +w fA•7 O� J Y�r s$ 5 J i <^ J 1 rest o_ J 1 r �zl 5 ` VVV59 IT[ W o f �Bt S�L�l}r �^ Etbl�1}r O 0 6 g��J 1 r(O 3 a O 1555� a.^+^n v W on O V LL I W A W= Luo �LL. mo y�^2 co �rc f N mo^L#8 j in'um LSO O mae L a z O m^ S G W 0 J !$$i 5 i J TC 194 < 1 re o �eEsbl i �n L6zt N i 0� o3 °vyylrl' '=a J Yo Jul 6zl x 6g 1 o= =�,t r o W 6`C1 6°m S o zQo�-l l r o N J?6 I t oo s = FIE W H o oLL o r W a C H�o` CBE j Q nrv<D j o�n umi L_C86 O_^ rv:° ee oan LD6 q Ia J 1 J $$ g o J friuz` H ogz� t r o z c� r o lit; °o 90 `��[�l r I o o j :t a� 3 W - v o < E 3 55 No orLo° O L ym o —zc v°oi` 911, a¢a O It °W 9F B tJ��.r ��t� f o LL w o> a 3 tz� .0 o m ^ o a a f —Z- a Aw C� 4.Lu za XW�^ rmy+ o ,3f �c aw w v� J V L�� zt a z `zs�t a o C k t zib W -° occ i f J l (--vt 9EJ-1ro == N H d v LL one O O c E-, v�m'c N 20LU 3°S W 6 o> �L J{ r 01= J{ « $ 'a tab LEbI v� Lpb a m^y� E-bs aj =� z >d sol 4 3x J rt($€� �= J T l rbEB1 W' J 1 t_r e� o lfr � � J'llr :1 sa"—'IIr DZZI i rf d� V ^ F Z :�ae�m �1 'n" 0 Q BOIL oa^ BOL-1 e^ vZLU i K M aL Lu I— W �up n4e [ v t aC rc SS9l m i y""' �y(Z =ac ym+o� E-gEgzDl a in �`g yE <v �w E-`tt j O o Bb O, JQ{L^�OSEJzz{ �56 W LLO `JEEr ~4l u}. 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Eg a 0 5 J �i 1 .illy TABLE 5-2 PALM DESERT LESS INTENSE ALTERNATIVE VOLUMEICAPACITY SUMMARY FINAL ROADWAY 1r1r ROADWAY SEGMENT FROM TO FORECAST CLASSIFICATION CAPACITY V1C LOS Desert Grossing north of SR-111 SR-111 1,513 1 Collector Street 14,000 0.11 A Desert Crossing SR-1I I south of SR-111 8,600 1 Collector Street 14,000 0.61 B Town Center W. Fred Waring Dr. - SR-111 8,088 Scenic Secondary Roadway 32.000 0.25 - A El Paseo SR-111 Plaza W. 8,901 Other Roadway 32,000 0.28 A El Paseo SR-111 Portola Av. 11,011 Other Roadwa 52,000 0.21 q Plaza W Sho pin .Center SR-111 4.517 Collector Street 14,000 0.32dD Montere Av. Varner Rd. 1-10 WB Rams 46,405 Arterial Street 52,000 0.89 MontereyAv. 1-10 WB Rams I-10 E8 Rams 52.526 Arterial Street 52,000 1.01 MontereyAv. I-10 EB Rams Dinah Shore Dr. 62,379. Arterial Street 52,000 1.20 MontereyAv, Dinah Shore Dr. Gerald Ford Dr. 41,872 Arterial Street 52,000 0-81Montere Av. Gerald Ford Dr. Frank Sinatra Dr. 32,339 Arterial Street 52,000 0.62Montere Av. Frank Sinatra Dc Count Club Dr- 32,772 Arterial Street 52.000 0.63Montere Av. Count Club Dr. Parkview Dr, 38,298 Arterial Street 22000 074Montere Av. Parkview Dr. - Fred Wari Dr, 32,561 Arterial Street52,000 063 MontereyAv. Fred WaringDr. SR-111 30,061 Arterial Street 52,000 0-63 A MontereyAv. SR-111 El Paseo 39,340 Major Thoroughfare 32,000 f.23 F College of the Desert north of Fred Waring Dr. Fred Waring Dr, 4,424 Collector Street 14,000 0.32 A Colle a of the Desert- Fred Waring Dr. south of Fred Waring Dr. 1.031 Collector Street 14,000 0.07 A San Pablo AV. Magnesia Falls Dr. Fred Waring Dr. 10,112 Scenic Secondary Roadway32,000 0 San Pablo Av. Fred WaringDr. SR-111 12,711 SecondaryRoadwayA 32,000 0.32.32 A San Pablo Av. SR-111 EI Paseo 6,023 Scenic SecondaryRoadway32,000 0.19 A San Luis Re Av. SR-111 Elf Paseo 6,773 Collector Street 44.000 0.48 A Portola Av. Varner Rd. 1-10 WB Rams 32,848 Arterial Street 52,000 0.63 B Portola Av. I-10 WB Ramps I-10 EB Rams 37,269 Arterial Street 52,000 0.72 C Portola Av. I-10 EB Rams Gerald Ford Dr. 46,379 Arterial Street 22,000 0.89 D Portola Av. Gerald Ford Dr. frank Sinatra Dr. 30,156 Major.Thoroughfare 320000 0.94 E Portola Av. Frank Sinatra Dr. Country Club Dr. 39.040 Major Thoroughfare 32.000 22 - Portola Av. Count Club Dr. Hovle Ln.E. 30 1. F 699 Major Thoroughfare 32,000 .22 E Portola Av. Hovle Ln.E. Magnesia Falls Dr. 27,709 Major Thoroughfare 32,000 096 D Portola Av. Ma nesia Falls Dr. Fred WaringDr. 23,259 Maor Thoroughfare 32,000 0.73 C Portola Av. Fred Waring Dr- SR-111 24,082 -Major Thoroughfare 32,000 0.75 C Deep an SR-111 EI Paseo 33,044 Major Thoroughfare 32.000 0.41 A Dee Canyon Rd. Magnesia Falls Dr. Fred Waring Dr. 19.551 Secondary Roadway 32,000 0.61 B Dee Canyon Rd. Fred Waring Dr. SR-111 23,017 Secondary Roadway 32,000 0.72 Cr Dee Canyon Rd. SR-111 Fairwa Dr. 8,438 Seconda Roadwa 32,000 0.26 A Hos italil Dr. north of SR-111 SR-111 1.667 Collector Street 14,000 0.13 A Hos italil Dr. SR-111 south of SR-111 5,880 Collector Street 14,000 0.42 A Chase School Rd. Ramon Rd. Varner Rd. 22,980 Arterial Street 52,000 0.44 A Chase School.Rd. Varner Rd. 1-10 WB Rams 40,826 Arterial Street 52,000 0.79 C Cook SL 1-10 WS Ramps I-10 LB Rams 47,640 Arterial Street 52,000 0.92 E ow TABLE 5.2(CONTINUED) PALM DESERT LESS INTENSE ALTERNATIVE VOLUME/CAPACITY SUMMARY FINAL tROADWAYDWAYROADWAY SEGMENT FROM TO FORECAST FICATION CAPACITY VIC LOSCook St. 1-10 EB Ram Gerald Ford Dr. 59,470 Arteri52,000 1.14 FCook St. Gerald Ford Dr. Frank Sinatra Dr. 58.645 Arteri52,000 1.13 FCook St. Frank Sinatra Dr. Count Club Dr. 45,936 Arteri 52,000 0.88 DCook St. Count Club Dr. Hovle Ln.E. 50,713 Arteri 52,000 0.98 ECook SI. Hoyle Ln.E. Fred Warin Dr. 38,453 Arteria 52,000 0.74 CCook St. Fred Warin Dr. SR-111 35,597 Arteria52,000 0.68 B Cook St. SR-111 Fairway Dr. 7,132 Arterial Street 52.000 0.14 A Emerald Desert Dr, Kalahari Desert Dr. Frank Sinatra Dr. 2,181 Collector Street 14,000 0.16 A Eldorado Dr. Frank Sinatra Dr. Country Club Dr. 3,216 Arterial Street 52,000 0.06 A Eldorado Dr. Count Club Dr. Hoyle Ln,E. 10,971 Arterial Street 52,000 0.21 A ie Toscana Hovley Ln.E. Pisa 2,829 Collector Street 14,000 0.20 A Eldorado Dr. Fred Waring Dr. SR-111 9,710 Arterial Street 52.000 0.19 A Eldorado Dr. SR-111 Fairway Dr. 9,508 Major Thoroughfare 32,000 0.30 A Thousand Palms Canyon Rd. Dillon Rd. Ramon Rd. 4,146 Arterial Street 52,000 0.08 A Oasis Club Dr. Country Club Dr. - Holey Ln.E. 6,111 Major Thoroughfare 32.000 0.19 A Washington St. Av.3e Varner Rd. 60,455 Arterial Street 52,000 1.16 F Washington St. Varner Rd. 1-10 EB Ramps 70,851 Arterial Street 52,000 1.36 F u' Washington St. 1-10 EB Rams Count Club Dr. 73.625 Arterial Street t 52,000 1.42 F o, Washington St. Country Club Dr. Hovley Ln.E. 42,863 Arterial Street 52,000 0.82 D Washington St. Hoyle Ln.E. Fred WaringDr. 45,099 Arterial Street 52.000 0.87 D Washington St. Fred War! Dr. SR-111 46,319 Arterial Street 52,000 0.89 D Dillon Rd. Hot Springs Rd. Thousand Palms Can on Rd. 3,526 Arterial Sireel 52,000 0.07 A Ramon Rd. Bob Hoe Dr. 1-10 EB Ramps 46,654 Arterial Street 52,000 0.90 D Ramon Rd. 1-10 EB Ram I-10 WB Rams 28,015 Arterial Street 52,000 0.54 A Ramon Rd. 1-10 WB Rams Varner Rd- 28,015 Arterial Street 52,000 0.54 A Ramon Rd. Varner Rd. MontereyAv. 21.710 Arterial Street 52,000 0.42 A Ramon Rd. Montere Av. Chase School Rd. 13,846 Arterial Streel 52,000 0.27 A Dinah Shore Dr. Bob Hoe Dr. MontereyAv. 46,629 Arterial Street 52.000 0.90 D Dinah Shore Dr. Monterey Av. Portola Av. 35,069 Secondary Roadway 32,000 1.10 F Gerald Ford Or, Bob Hoe Dr. Monterey Av. 38,215 Arterial Street 52,000 0.73 C Gerald Ford Dr. Monterey Av- Portola Av. 41,590 Arterial Street 52,000 0.80 C Gerald Ford Dr. Portola Av. Cook St. 34,286 Arterial Street 52,000 0.66 B Gerald Ford D Cook St. Frank Sinatra Dr. 14 836 Secondary Roadway 22,000 0.46 A Frank Sinatra Dr. Bob tLope Dr. Monterey Av. 25,870 Major Thoroughfare 32,000 0. Frank Sinatra Dr. MontereyAv. Portola81 D iAw Av. 27,419 Arterial Street 52,000 0.81 A Frank Sinatra Dr. Portola Av_ Cook St. 25,106 Arterial Street 52,0001 0.48 A Frank Sinatra Dr. Cook St. Gerald Ford Dr. 81527 1 Arterial Street 52,000 0,16 A Frank Sinatra Dr. Gerald Ford Dr. Eldorado Dr. 16,793 Arterial Street 52,000 0.32 A Av.38 Varner Rd. Washi ton St. 22,750 Ma or Thoroughfare 32,000 0.71 C m Taarisk Row Dr. Eldorado Dr. Count Club Dr. 14,541 Ma or Thoro hfare 32,000 0.45 A two TABLE 5.2(CONTINUED) PALM DESERT LESS INTENSE ALTERNATIVE VOLUMEICAPACITY SUMMARY FINAL ROADWAY ROADWAY SEGMENT FROM TO FORECAST CLASSIFICATION CAPACITY VIC LOS Varner Rd. Monterey Av. 1-10 WB Ramp at Monterey 30.379 Secondary Roadway 32,000 0.95 E Varner Rd. 1-10 WB Ramp at Monterey Portola Av. 17,751 Secondary Roadway 32,000 0.55 A Varner Rd. Portola Av. 1-10 WB Ramp at Portola 43,619 Secondary Roadway 32,000 1.36 F Varner Rd. 1-10 WB Ramp at Portola Chase School Rd. 31,455 Secondary Roadway 32,000 0.98 E Varner Rd. Chase School Rd. Av.38 36,358 Secondary Roadway 32,000 1.14 F Varner Rd. Av.38 1-10 WS On Ramp at Washington 6,269 Secondary Roadway 32,000 0.20 A Vamer Rd. 1-10 WB On Ramp at Washington Washington St. 14,845 Secondary Roadway 32,000 0.46 A Varner Rd. Washington St. 1-10 WB Rams 30.493 Arterial Street 62,000 0.49 A Verner Rd. 1-10 WB Rams Adams St. 22,107 Secondary Roadway 32,000 0.69 B I-10 F . W/O Bob Hoe Dr. - Bob Hope Dr. 209,600 8-lane Freeway 160,500 1.31 F 1-10 Fwy. Ramon Rd. Monterey Av. 219,400 8-lane Freeway 160.500 1.37 F I-10 Fwy. Monterey Av. Portola Av. 228.700 &lane Freeway 160,500 1.42 F 1-10 Fwy. Portola Av. Cook St. 233,700 8-lane Freeway 160,500 1.46 F I-10 F Cook St. Washington St. 226,700 8-lane Freeway160,500 1.41 - F I-10 Fw . Washington St. EIO Washington St. 202.800 8-lane Freeway 160,500 1.26 F Country Club Dr. Bob Hope Dr. Monterey Av. 32.328 Arterial Street 52,000 0.62 B Country Club Dr. Monterey Av. Portola Av. 24,567 Arterial Street 52,000 0.47 A I Country Club Dr. Portola Av. Cook St. 28,467 Arterial Street 52,000 0.55 A `r Country Club Dr. Cook St, Eldorado Dr. 34,072 Arterial Street 52,000 0.66 B Country Club Dr. Eldorado Dr. Oasis Club Dr. 25,207 Arterial Street 52,000 0.48 A Country Club Dr. Oasis Club Dr. Washington St- 39,784 Arterial Street 52,000 0.77 C M, Country Club Dr. Washington St. Av.42 25,374 Major Thoroughfare 32,000 0.79 C Havley Ln.E. Portola Av. - Cook St. 14,500 Secondary Roadway 32,000 0.45 A Hovley Ln.E. Cook St. Eldorado Dr. 22,458 Major Thorough re 32,000 0.70 B Hovle y Ln.E. Eldorado Dr. Oasis Club Dr. 26,806 1 Major Thoroughfare 32,000 0.84 D Hovley Ln.E. Oasis Club Dr. Washington St. 19,345 Major Thoroughfare 32,000 0.60 A Av.42 Washington St. Adams St. 25,611 Major Thoroughfare 32.000 1 0.801 C Magnesia Falls Dr. Monterey Av. Portola Av. 6,656 Scenic Secondary Roadway 32,000 0,21 A Magnesia Falls Dr. Portola Av. Deep Canyon Rd. 3,020 Scenic Secondary Roadway 32,000 0.09 A Painters Path Fred Waring Dr. SR-111 2,800 Collector Street 14,000 0.20 A Parkview Dr. SR-111 Monterey Av. 10,230 Secondary Roadway 32,000 0.32 A Parkview Dr. MontereyAv. College of the Desert 8,351 SecondaryRoadway32,000 0.26 A Fred Wari Dr_ SR-111 Monterey Av. 24,223 Arterial Street 52,000 0A7 A Fred Waring Dr. Monterey Av. College of the Desert 39,107 Arterial Street 52.000 0.75 C Fred Waring Dr. College of the Desert San Pablo Av. 39,341 Arterial Street 52,000 0-76 C Fred Waring Dr. San Pablo Av, Portola Av. 40,690 Arterial Street 52,000 0.78 C Fred Waring Dr. Portola Av. Deep Canyon Rd. 40,429 Arterial Street 52,000 0.78 C Fred Waring Dr. Dee Canyon Rd. Cook St. 48,940 Arterial Street 52,000 0.94 E Fred WaringDr. Cook St. Eldorado Dr. 47,664 Arterial Street 52,000 0.92 E _ Fred Waring Or jEldorado Dr. California Dr. 46,942 Arterial Street 52,000 0.90 D TABLE 5-2(CONTINUED) PALM DESERT LESS INTENSE ALTERNATIVE VOLUME/CAPACITY SUMMARY FINAL ROADWAY ROADWAY SEGMENT FROM TO FORECAST CLASSIFICATION CAPACITY VIC LOS Fred Waring Dr. California Dr. Warner Tr. 45,205 Arterial Street 52,000 0.87 D Fred Waring Dr. Warner Tf. Washington St. 53.278 Arterial Street 52,000 1.02 F Fred Waring Dr. Washington St. Jefferson St. 34,773 Major Thoroughfare 32,000 1.09 F SR-111 Bob Hope Dr. Parkview Dr. 69,054 Arterial Street 52,000 1.33 F SR-111 Parkview Dr. Fred Waring Dr. 60,419 Arterial Street 52,000 1.16 F SR-111 Fred Waring Dr. Desert Crossing 40,957 Arterial Street 52,000 0.79 C SR-111 Desert Crossing El Paseofrown Center W. 41,613 Arterial Street 52.000 0.80 C SR-111 El Paseofrown Center W. Plaza W. 37,092 Arterial Street 52,000 0.71 C SR-111 Plaza W. Monterey Av. 39.216 Arterial Street 52.000 0.751 C SR-111 Monterey Av. San Pablo Av. 47.395 Arterial Street 52,000 0.91 E SR-111 San Pablo Av. San Luis Rey Av. 48,979 Arterial Street 52,000 0.94 E SR-111 San Luis Rey Av. Portola Av. 52,238 Arterial Street 52.000 1.00 E SR-111 Portola Av. El Paseo/Cabrillo Av. - 49.111 Arterial Street 52,000 0.94 E SR-111 El Paseo/Cabrillo Av. Deep Canyon Rd. 60,469 Arterial Street 52,000 1.16 F SR-111 Deep Canyon Rd. Hospitality Dr. 60,406 Arterial Street 52,000 1.16 F tr SR-111 Hospitality Dr. Cook St. 62,223 Arterial Street 52,000 1.20 F f SR-111 Cook St. Eldorado Dr. 66.080 Arterial Street 52,000 1.27 F w SR-111 Eldorado Dr. Miles Av. 72,457 Arterial Street 52.000 1.39 F Mesa View Dr. SR-74 Portola Av. 3,715 Secondary Roadway 32.000 0.121 A Haystack Rd. SR-74 Portola Av. 918 Secondary Roadway 32,000 0.031 A 42nd Av. Hovley Ln.E. Cook St. 3,705 Secondary Roadway 32,000 0.12 A Hovle Ln.West Monterey Av. Portola Av. 2.467 Secondary Roadway 32,000 0.08 A 35th Av. Dinah Shore Dr. Unnamed Rd. 12,778 Secondary Roadway 32.000 0.40 A Lucas Way Dinah Shore Dr. 35th Av. 3,198 Secondary Roadway 32,000 0.10 A Unnamed Rd. Dinah Shore Dr. 35th Av. 3,598 Secondary Roadway 32,000 0.11 A California Dr. Fred Waring Dr. Warner Tr. 1,646 Collector Street 14,000 0.12 A Warner Tr. Av.of the States Fred Waring Dr. 8,651 Collector Street 14,000 0.62 8 Bob Hoe Dr. 18th Av. 20th Av. 6,047 Secondary Roadway 32,000 0-19 A Bob Hope Dr. 20th Av. 22nd Av. 8,364 Secondary Roadway 32.000 0.26 A Bob Hope Dr. 22nd Av. 30th Av. 8,093 Collector Street 14,000 0.58 A Dillon Rd. 18th Av. Dowell Ln. 2.352 Arterial Street 52,000 0.05 A 20th Av. Bob Hoe Dr. Dowell Ln. - 2,707 Secondary Roadway 32,0001 0.08 A 22nd Av. Bob Hope Dr. Dowell Ln. 603 Secondary Roadway 32.0001 0.02 A Dowell Ln. 20th Av. 22nd Av. 584 Secondary Roadway 32.0001 0.02 A Dillon Rd. 20th Av. Dowell Ln. 2.281 Arterial Street 52.0001 0.04 A 20th Av. Dowell Ln. Dillon Rd. 2,131 Secondary Roadway 32,000 0.07 A 22nd Av. Dowell Ln. Dillon Rd. 148 Secondary Roadway 32.000 0.00 A Dillon Rd. 20th Av. 22nd Av. 3,133 Arterial Street 52.000 0.06 A Eldorado Or. Fred Waring Dr. Hovle Ln.E. 2.089 Arterial Street 52,000 0.04 A Dillon Rd. Thousand Palms Canyon Rd. n/o Dillon Rd. 1.486 JArterlal Street 52,000 0.03 A F- Lu ct 22 w� W will J 8 N cz W a' W W f W 0 �•. G ^R $ 0 C W .W.� sx� s gsr 66 a < $w 3 Z. 0 f iYlr TABLE 5-2(CONTINUED) PALM DESERT LESS INTENSE ALTERNATIVE VOLUME/CAPACITY SUMMARY FINAL ROADWAY ROADWAY SEGMENT FROM TO FORECAST CLASSIFICATION CAPACITY V/C LOS _ Thousand Palms Can on Rd. 26th Av. Dillon Rd. 2,427 Collector Street 14,000 0.17 A Tlimphousand Palms Can on Rd. 26th AV s/o 261h Av. 4,146 Collector Street 14,000 0.30 A 26th Av, Thousand Palms Canyon Rd. e/o Thousand Palms Can on Rd. 1,286 Seconds Roadwa 32,000 0.04 A U:\UcJobs100055\Excelq00055-04.xisIT5-2 Ypt• N I rllr 00 TABLE 5-3 PALM DESERT LESS INTENSE ALTERNATIVE ROADWAY SEGMENTS WITH VOLUME EXCEEDING CAPACITY(LOS"F) FINAL ROADWAY ROADWAY SEGMENT FROM TO FORECAST CLASSIFICATION CAPACITY V/C.. LOS Monterey Av. 1-10 WB Rams 1-10 EB Rams 52,526 Arterial Street 52.000 1.01 F Monterey Av. I-10 EB Rams Dinah Shore Dr. 62,379 Arterial Street 52.000 1.20 F Monterey Av. SR-111 El Paseo 39,340 Major Thoroughfare 32,00D 1.23 F Portola Av. Frank Sinatra Dr. Country Club Dr. 39,040 Major Thoroughfare 32.000 1.22 F Cook St. 1-10 EB Rams Gerald Ford Dr. 59,470 Arterial Street 52,000 14 F Cook St. Gerald Ford Dr. Frank Sinatra Dr. 58,645 Arterial Street 52,000 1.13 F Washington St. Av.38 Varner Rd. 60,455 Arterial Street 52,000 1.16 F Washington St. Varner Rd. I-10 EB Rams 70,851 Arterial Street 52,000 1.36 F Washington SL 1-10 EB Rams Country Club Dr. 73.625 Arterial Street 52.000 1 1.42 F Dinah Shore Dr. Monterey Av. Portola Av. 35,069 Secondary Roadway 32,000 -1.10 F Varner Rd. Portola Av. 1-10 WB Ramp at Portola 43,619 Secondary Roadway 32,000 1.36 F Varner Rd. Chase School Rd. Av.38 36,358 Secondary Roadway 32,000 1.14 F Fred Waring Dr. Warner Tr. Washington St. 53,278 Arterial Street 52,000 1.02 F Fred Waring Dr. Washington St. Jefferson St. 34,773 Major Thoroughfare 32,000 1.09 F : SR-111 Bob Hope Dr. Parkview Dr. 69,054 Arterial Street 52,000 1.3.1 F SR-111 Parkview Dr. Fred Waring Dr. 60,419 Arterial Street 52,000 1.16 F SR-111 El Paseo/Cabrillo Av. Deep Can on.Rd. 60,469 Arterial Street 52,000 1.16 F SR--111 Deep Canyon Rd. Hospitality Dr. 60,406 jArterlal Street 52,000 1.16 F SR-111 Hospitality Dr. Cook St. 62,223 jArterial Street 52,000 1.20 F SR-111 Cook St. Eldorado Dr. 66,080 jArterial Street 52,000 1.27 F SR-111 Eldorado Dr. Miles Av. 1 72,457 jArterial Street 52,000 1.39 F U.\UcJo bs\00055\Excel\]00055-04.xls]TS-3 TABLE 6-4 PALM DESERT LESS INTENSE ALTERNATIVE ROADWAY SEGMENTS WITH LEVEL OF SERVICE"E" FINAL ROADWAY ROADWAY SEGMENT FROM TO FORECAST CLASSIFICATION CAPACITY WC LOS Portola Av. Gerald Ford Dr. Frank Sinatra Dr.- 30,156 Major Thoroughfare 32.000 0.94 E Portola Av. Country Club Dr. Hovle y Ln.E. 30,699 Major Thoroughfare hfare - 32.000 0.96 E Cook St. 1-10 WB Rams 1-10 EB Rams 47,640 Arterial Street 52,000 0.92 E Cook St. Country Club Dr. Hovley Ln.E. 50,713 Arterial Street52,000 0.98 E Varner Rd. Monterey Av. 1-10 WB Ramp at Monterey 30,379 Secondary Roadway 32.000 0.95 E Varner Rd. 1-10 WB Ramp at Portola Chase School Rd. 31,455 Seconds Roadway32,000 0.98 E Fred WaringDr. Dee Canyon Rd. Cook St. 48,940 Arterial Street 52.000 0.94 E Fred WaringDr. Cook St. Eldorado Dr. 47 664 Arterial Street 52.000 0.92 E SR-111 Montere Av. San Pablo Av. 47,395 Arterial Street 52,000 0.91- E SR-111 San Pablo Av. San Luis Re Av. 48,979 Arterial Street 52,000 0.94 E SR-111 San Luis Re Av. Portola Av. 52,238 Arterial Street 52,000 1.00 E SR-111 Portola Av, EI Paseo/Cabrillo Av. 49,111 Arterial Street 52,000 0.94 E U:\UcJobs\00055\Excell(00055-04.xlsjT5-4 N Y Z m F u- . w .J J- J Q Z O 1-- v Z w n Z_ w O Q a F- �➢1r TABLE 5-5 PALM DESERT LESS INTENSE ALTERNATIVE ROADWAY SEGMENTS WITH LEVEL OF SERVICE"D" NAL ROADWAY 1 ROADWAY SEGMENT FROM TO---IFORECASTI CLASSIFICATION CAPACITY V/C L. Monterey Av. Varner Rd. 1-10 WB Rams 46,405 Arterial Street 52,0001 0.89 D Mont ere YAv. Dinah Shore Dr. Gerald Ford Dr. 41,872 Arterial Street 52,000 0.81 D Portola Av. 1-1DEB Rams Gerald Ford Dr. 46,379 Arterial Street 52,000 O.-8-9T D Portola Av_. Hovle Ln.E. Magnesia Falls Dr. 27,709 Major Thoroughfare 32,000 0.87 5- -Cook It Frank Sinatra Dr. Country Club Dr. 45,936 Arterial Street 52.000 0.88 D Washin ion St. Country Club Dr. HoAey Ln-E. 42,863 Arterial Street 52.000 O.U21 D Washinnton St. Hovley Ln.E. Fred Waring Dr. 46.099 Arterial Street 52,000 0.87 D Washington St. Fred Waring Dr. SR-111 46,319 Arterial Street 52,000 0.891 D Ramon Rd. Bob Hope Dr. 1-10 EB Rams 46,654 Arterial Street 52,000 0.90 D Dinah Shore Dr. Bob Hope Dr. Montere Av. 46,629 Arterial Street 52,000 0.90 D Frank Sinatra Dr. Bob Hoe Dr. Monterey Av. 25.870 Major Thorou hfare 32,000 0.81 D Houle Ln.E. Eldorado Dr. Oasis Club Dr. 26,806 Maor Thorou hfare 32,000 0.84 D u, Fred Warin Dr. Eldorado Dr. California Dr. 46,942 lArterial Street 52,000 0.90 D i Fred Waring Dr. California Dr. Warner Tr. 45,205 Arterial Street 52,000 0.87 D w Iwo U\lJcJobs\00055\Excel\[00055-04.xlsJT5-5 imp �w O N O O 1 m M V O N �11i pQ homZo rn p N o � p amhmo rn w ow�no F� ono o Ha 0000.- o �.Q r•o oo� o �Q �000.- o �- d K ti d W O�M O)O N M N t� O N N m O m m�-- O W O M M h W N m m N m W m ::. Z—QiO TN m U cDmOi tp ' m U NamO m U ow W ct �Q N y rn m W Q m c N w a m N K Wa �a W W W W� �a Wn. p :. 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Z C .0 -O � (U C U W m c 0 O m m N cn (n CO U LL mp U a (0 O a) O Nw O > U NO) w O mC C O C D O_C Lma O (D QN5a n a > mea mo Y o C .co a) a 2' a I_- N a) X X > 7 C a U N ..O N U C a) a) Q U) Q1 O L ( 3 m U m a) _ a > o 5 X W m rn o Y y m ,n ~ c _ 3 E co ' `° i m t rn 6 co v a>' 3 U C aj N (O a)U ca O c9 a3 RS � O � H 'O tD 0 C14 @ M N N _ C U a) Q ~N U C N vi .o T E W a) C a7 'U j, N 0 N 0 •-• U 0 as m Z o U N o U V3 in o x c H > U Q) a) ca .0 a O N C —1 U N m O N W N g `O > E `0) Lo U O J C 41 "T' 3 m CL > 7 a) U O U t m t O o E E a ti m 3 > m (D > (D U CD Q 0 co E E 3 O O coo m an v0i E N N CID ww Xz a w V W � J L16 i a N � W W W16 lil s io e, N & n N 1 G R N 9 airs a e i�+i1Oy' u is nr wn } Y mb Y On1. t7 b yy N tv N '2 fD N � ai co ci m 0 ry Y N iui ecr Q P 3 N TABLE 6-2 PALM DESERT MORE INTENSE ALTERNATIVE VOLUME/CAPACITY SUMMARY FINAL ROADWAY ROADWAY SEGMENT FROM TO FORECAST CLASSIFICATION CAPACITY V/C LOS Desert Crossin north of SR-111 SR-111 1.512 Collector Street 14.000 0,11 A Desert Crossin SR-111 south of SR-111 8,600 Collector Street Town Center W Fred Waring Dr. 14,000 0.61 8 SR-111 8.242 Scenic Seconda Roadwa 32,000 0.26 A El Paseo SR-111 Plaza W 9,079 Other Roadwa El Paseo SR-111 32,000 0.28 A Portola Av. 11,467 Other Roadwa 52,000 0.22 A Plaza W Sho in Center SR-111 4,529 Collector Street 14,000 0.32 A Monterey AV. Varner Rd. 1-_10 WB Ram s 48,163 Arterial Street 52,000 0.93 E Montere Av. I-1D W8 Rams I-10 EB Rams 54.196 Arterial Street 52,000 1.04 F Montere Av. I-10 EB Ram Dinah Shore Dr. 64,576 Arterial Street 52,000 1.24 F Montere Av. Dinah Shore Dr. Gerald Ford Dr. 42,538 Arterial Street 52,000 0.82 D Montere AV. Gerald Ford Dr, Frank Sinatra Dr. 33,578 Aderial Street 52,000 065 B Montere AV.V. Frank Sinatra Dr. Count Club Dr. 34,779 Arterial Street 52,000 0.67 B Montere Av. Count Club-Dr. ParkVlew Dr. 39,589 Arterial Street 52,000 0.67 C Montere Av. Parkview Dr. Fred WaringDr. 32,671 Aderial Street 52,000 0.63 8 Montere AV.V, Fred Waring Or. SR-111 29,774 Arterial Street 52,000 0.57 A Montere Av. SR-itt El Paseo 39,112 Major Thoroughfare 32,000 1.22 F + rn Coll e of the Desert north of Fred Warin Dr. Fred Warin Dr. 4,430 Collector Street Coll e of the Desert Fred Warin Dr. 44,000 0.32 A m south of Fred Warin Dr. 1,033 Collector Street - 14,000 0.07 A San Pablo Av. Fred San Pablo AV. Ma nesia Falls Dr. Fred WaringDr, 16,218 Scenic SecondaryRoadwa 32,000 0.32 A Warin Dr. SR-1 22,903 Seconda Roadwa 32,000 0.40 A San Pablo Av. SR-1 11 El Paseo 6,387 Scenic Secondary Roadw-ay 32,000 0.20 A San Luis Re Av. SR-111 El Paseo 6,665 Collector Street 14,000 0.48 A Portola Av. Varner Rd. I-10 WB Rams 34,462 Arterial Streetimp 52,000 0.66 B Portola AV. h10 WB Rams I-10 EB Rams 3A,942 Arterial Street 52,000 0.75 C Portola Av. 1-10 EB Rams Gerald Ford Dr. 47,889 Arterial Street 52,000 0.92 E Portola Av. Gerald Ford.Dr. Frank Sinatra Dr. 30,731 Major Thorou hfare 32,000 0.96 E Portola Av. Frank Sinatra Dr. - Count Club Dr. 39,3D7 Major Thorou hfare 32,000 1.23 F Portola AV. Country Club Dr. Hovlev Ln.E. 30,971 Ma or Thorou hfare 32,000 0.97 E Portola Av. Hovle Ln.E. Ma nesia Falls Dr. 28,247 Major Thoroughfare 32,000 0 D Portola Av. Magnesia Falls Dr. Fred Waring .88 Dr. 23,873 Major Thoroughfare 32,000 0.75 C Portola Av. Fred WaringD,. SR-111 24,274 Major Thoroughfare 32,000 0.76 C Portola Av. SR-iti El Paseo 12,887 Major Thoroughfare 32,000 0.40 A Dee Can on Rd. Magnesia Falls Dr. Fred Waring Dr- 19,539 Seconda Roadwa 32,000 0.61 B Dee Can on Rd. Fred Warin Dr. SR-111 23,291 Seconda Roadwa 32,000 0.73 C Dee Can on Rd. SR-111 Fairwa Dr. 8,461 Seconda Roadwa 32,000 0.26 A Hos,Hospitalit Dr. north of SR-111 SR-111 1,873 Collector Street 32,000 0.26 A Chase italic Dr. SR-1 i i south of SR-111 5,905 Collector Street 14,wri 0.42 A Chase School Rd. Ramon Rd. Varner Rd. 34,683 Arterial Street 52,000 D.67 B Chase School Rd. Varner Rd. I-10 WB Rams 48,773 Arterial Street 52 rin 0.94 E Cook SL -10 WB Rams 1-10 EB Rams 53,216 Arterial Street 52,000 1.02 F 11 to W G m� ~ =a ga Wz W F fill as g H nQ W o $ f'J o pi C FI �� I� s so rj Y o c O Ifs Z QS C Z O ri1O TABLE 6-2(CONTINUED) - PALM DESERT MORE INTENSE ALTERNATIVE VOLUMEICAPACITY SUMMARY FINAL ROADWAY ROADWAY SEGMENT FROM TO FORECAST CLASSIFICATION CAPACITY V/C LOS Cook St. 1-10 EB Rams Gerald Ford Dr. 62,935 Arterial Street 52,000 1.21 F Cook St. Gerald Ford Dr. Frank Sinatra Dr. 60,737 Arterial Street 52.000 1.17 F Cook St. Frank Sinatra Dr. Country Club Dr, 47,463 Arterial Street 52,000 0.91 E Cook St. Country Club Dr- Hovley Ln.E. 51.490 Arterial Street 52,000 0.99 E 'A a Cook St. Hovley Ln.E. Fred Waring Dr. 37,630 Arterial Street 52,000 0.72 C Cook SL Fred Waring Dr. SR-111 35,919 Arterial Street 52,000 0.69 B Cook St. SR-111 Fairway Dr. 7,162 Arterial Street 52.000 0.141 A Emerald Desert Dr. Kalahari Desert Dr. Frank Sinatra Dr. 2.211 Collector Street 14,000 0.16 A Eldorado Dr. Frank Sinatra Dr. Country Club Dr. 3,367 Arterial Street 52,000 0.06 A - Eldorado Dr. Country Club Dr. Hovtey La E. 11,250 Arterial Street 52,000 0.22 A Via Toscana Hovley Ln.E. Pisa 2,903 Collector Street 14,000 0.21 A Eldorado Dr. Fred Waring Dr. SR-111 9,661 Arterial Street 52,000 0.19 - A Eldorado Dr. SR-111 Fairway Dr. 9,610 Major Thom u hfare 32,000 0.30 A Thousand Palms Can on Rd. Dillon Rd. Ramon Rd. 4,446 Arterial Street 52,000 0.09 A Oasis Club Dr. Country Club Dr. Hovley Ln.E. 6,834 Major Thoroughfare 32,000 0.21 A Washington St. Av.38 Varner Rd. 64,386 Arterial Street 52,000 1.24 F y m Washington St. Varner Rd. 1-10 EB Rams 73,936 Arterial Street 52,000 1.42 F r Washington St. 1-10 EB Rams Country Club Dr. 75,991 Arterial Street 52,000 1.46 F Washington St. Country Club Dr. Hovley Ln.E. 44,565 Arterial Street 52,000 0.86 D Washington St. Hovley Ln.E. - Fred Waring Dr. 45,502 -Arterial Street 52,000 0.88 D Washington St. Fred Waring Dr.- SR-111 47,132 Arterial Street 52,000 0.91 E Dillon Rd. Hot Springs Rd. Thousand Palms Canyon Rd. 3,715 Arterial Street 52,000 0.07 A Ramon Rd. Bob Hope Dr. 1-10 EB Ramps 48.133 Arterial Street 52.000 0.931 E Ramon Rd. 1-10 EB Rams 1-10 WB Ramps 30.010 Arterial Street 52,000 0.58 A Ramon Rd. 1-10 WB Rams Varner Rd. 30,010 Arterial Street 52,000 0.58 A Ramon Rd. Varner Rd. Monterey Av. 25,207 Arterial Street 52.000 0.48 A Ramon Rd. Monterey Av. Chase School Rd. 20,245 Arterial Street 52,000 0.39 A Dinah Shore Dr. Bob Hoe Dr. - Monterey Av. 47,326 Arterial Street 52,000 0.91 E Dinah Shore Dr. Monterey Av. Portola Av. 35,599 Secondary Roadway 32,000. 1.11 F Gerald Ford Dr. Bob Hope Dr. Monterey Av. 39,539 Arterial Street 52,000 0.76 G Gerald Ford Dr. Monterey Av. Portola Av. 42,983 Arterial Street 52,000 0.83 D Gerald Ford Dr. Portola Av. Cook St. 34,280 Arterial Street 52,000r66 B Gerald Ford Dr. Cook SL Frank Sinatra Dr. 16,138 SecondaryRoadway32,000 A Frank Sinatra Dr. Bob Hoe Dr. MontereyAv. 25,636 Major Thoro hfare 32,000 C Frank Sinatra Dr. MontereyAv. Portola Av. 28,370 Arterial Street 52,000 A Frank Sinatra Dr. Portola A, Cook St- 26,785 Arterial Street 52,000 A Frank Sinatra Dr. Cook St. Gerald Ford Dr. 7,465 Arterial Street 52,000 A Frank Sinatra Dr. Gerald Ford Dr. Eldorado Dr. 17,088 Arterial Street 52.000 A Av.38 Vamer Rd. Washington St. 25,175 Major Thoro hfare 32,000 CTamarisk Row Dr. Eldorado Dr. Count Club Dc 14,741 Maor Thorou hfare 32,000 A TABLE 6-2(CONTINUED) PALM DESERT MORE INTENSE ALTERNATIVE VOLUMEICAPACITY SUMMARY FINAL I ROADWAY ROADWAY SEGMENT FROM TO IFORECASTI CLASSIFICATION CAPACITY V/C LOS 31. Varner Rd, Monterey Av. 1-10 WB Ram at onterey 30,974 S-econdary Roadway 32,000 0.97 E Varner Rd. 1-10 WB Ramp at Monterey Portola Av. 17,961 Secondary Roadway 32,000 0.56 A Varner Rd. Portola Av. 1-10 WB Ramp at Portola 44,608 Secondary Roadway 32,000 1.39 F Varner Rd. 1-10 WB Ramp at Portola Chase School Rd. 32,435 Secondary Roadway 32,000 1,01 F Varner Rd, Chase School Rd. Av.38 37,852 Secondary R adway 32,000 1.18 F .` Varner Rd. Av.38 1-10 WB On Ramp at Washington 6,400 Secondary Roadway 32.000 0.20 A Varner Rd. 1-10 WB On Ramp at Washington Washington St. 14,970 Secondary Roadway 32.000 0A7 A Varner Rd. Washington St. 1-10 WB Rams 31.431 Arterial Street 62.000 0.51 A Varner Rd. 1-10 WB Ramps Adams St. 22,919 Secondary Roadway 32,000 0.72 C I-10 F.. W/O Bob Hope Dr. Bob Hope Dr. 210.800 84ane Freeway 160.500 1.31 F 1-10 Fwy. Ramon Rd. Monier Av. 219,700 8-lane Freeway 160,500 1.37 F 1-10 F.Y. Monterey Av. Portola Av. 229,600 8-lane Freeway 160,500 1.43 F 1-10 Fw_ Portola Av. Cook St. 235,300 8-lane Freeway 160,500 1.47 - F 1-10 Fw. Cook St. Washington St. 229.500 8-lane Freeway 160,500 1.43 F 1-10 Fw. Washington St. E/O Washington SL 205.800 8-lane Freeway 160,500 1.28 F o' Country Club Dr. Bob Hope Dr. Monterey Av. 33,449 Arterial Street 52,000 0.64 B m Country Club Dr. Monterey Av. Portola Av. 25,411 Arterial Street 52,000 0.49 A Country Club Dr. Portola Av. Cook st. 29,111 Arterial Street 52,000 0.56 A Country Club Dr. Cook St. Eldorado Dr. 35,329 Arterial Street 52,000 0.68 B Country Club Dr. Eldorado Dr. Oasis Club Dr. 26,659 Arterial Street 52,000 0.51 A Country Club Dr. Oasis Club Dr. Washington St. 40,697 Arterial Street 52,000 0.78 C Country Club Dr. Washington St. Av.42 26,738 Major Thoroughfare 32,000 0.84 D Hovley Ln.E. Portola Av. Cook St. 14,400 Secondary Roadway 32,000 0.45 A Houle Ln.E. Cook St. Eldorado Dr. 22.905 Major Thoroughfare 32,000 0.72 C Houle Ln_E. Eldorado Dr. Oasis Club Dr. 27,286 Major Thoroughfare 32,000 0.85 D jHov1ey Ln E. Oasis Club Dr, Washington St. 18,863 Major Thoroughfare 32,000 0.59 A Av.42 Washington St. Adams St. 26,365 1 Major Thoroughfare 32,000 0.82 D Magnesia Falls Dr. Monterey Av. Portola Av. 6,896 Scenic Secondary Roadway 32.000 0.22 A Magnesia Falls Dr. Portola Av. Deep Canyon Rd. 3,044 Scenic Secondary Roadway 32,000 0.10 A Painters Path Fred Waring Dr. SR-111 2,800 Collector Street 14,000 0.20 A Parkview Dr. SR-111 Monterey Av. 9,849 Secondary Roadway 32,000 0.31 A Parkview Dr. Monterey Av. College of the Desert 8,440 Secondary Roadway 32,000 0.26 A Fred Waring Dr. SR-111 Monterey Av. 24.265 Arterial Street 52,000 0.47 A Fred Waring Of. Monterey Av. College of the Desert 38,627 Arterial Street 52,000 0.74 C Fred Waring Dr. College of the Desert San Pablo Av. 38,884 Arterial Street 52,000 0.75 C Fred Waring Dr. San Pablo Av. Portola Av. 40,384 Arterial Street 52,000 0.78 C Fred Warin Dr. Portola Av. Dee Canyon Rd. 38.398 Arterial Street 52,000 0.74 C Fred Waring Dr. Dee Canyon Rd. Cook St. 48,880 Arterial Streel 52,000 0.94 E Fred Wari Dr. Cook St. Eldorado Dr. 46,187 Arterial Street 52,000 0.89 D D Fred Wari Dr. Eldorado Dr. California Dr. 45,888 Arterial Street 52,000 0,88 TABLE 6-2(CONTINUED) iiYllt PALM DESERT MORE INTENSE ALTERNATIVE VOLUME/CAPACITY SUMMARY FINAL ROADWAY ROADWAY SEGMENT FROM TO FORECAST CLASSIFICATION CAPACITY V/C LOS +tlAw Fred Waring Dr, California Dr. lWarner Tr. 44,448 Arterial Street 52.000 0.85 D Fred Wadn Dr. Warner Tr. Washington St. 53,881 Arterial Street 52,000 1.04 F Fred WaringDr. Washington St. Jefferson St. 34,358 Major Thoroughfare 32,000 -1.07 F SR-111 Bob Ho Dr. Parkview Dr. 69,078 Arterial Street 52,000 1.33 F SR-111 Parkview Dr. Fred WaringDr. - 60,861 Arterial Street 52,000 1.17 F SR-111 _ Fred WaringDr. Desert Crossing41,609 Arterial Street 52,000 0.80 C. SR-111 Desert CrossingEl Paseo/Town Center 42,264 Arterial Street 52.000 0.81 D SR-111 El Paseo/Town Center WY. Plaza W. 37,641 Arterial Street 52,000 N 0.72 C SR-111 - Plaza - Monterey Av. 39,654 Arterial Street 52,000 0.76 C SR-111 Monterey Av. San Pablo Av. 47,948 Arterial Street 52.000 0.92 E SR-111 San Pablo Av. - San Luis Rey Av, 49,561 1 Arterial Street 52,000 0.95 E 1*6 SR-111 San Luis Rey Av. Portola Av. 52.971 Arterial Street 52,000 1.02 F SR-111 Portola Av. El Paseo/Cabrillo Av. 50,009 Arterial Street 52,000 0.96 E SR-111 El Paseo/Cabrillo Av, Deep Canyon Rd. 61,698 Arterial Street 52.000 1.19 F SR-111 Deep Canyon Rd. Hospitality Dr. 61,516 Arterial Street 52,000 1.18 F SR-111 Hospitality Dr. - Cook St. 63,386 Arterial Street 52,000 1.22 F SR-111 Cook St. Eldorado Dr. 66,823 Arterial Street 52,000 1.29 F SR-11-1 Eldorado Dr. Miles Av. 73,274 Arterial Street 52,000 1.41. F Mesa View Dr. SR-74 Portola Av. 3,766 Secondary Roadway 32,000 0.12 A Ha stack Rd. SR-74 Portola Av. 958 Secondary Roadway - 32.000 0.03 A 42nd Av. Hovley Ln.E. Cook St. 3,601 Secondary Roa ay 32,000 0.11 A Hovley Ln.West Monterey Av. Portola Av. 2,365 Secondary Roadway 32,000 0.07 A 35th Av. Dinah Shore Dr. Unnamed Rd. 13,379 Secondary Roadway 32,000 0.42 A Lucas Way Dinah Shore Dr. 351h Av. 3,229 Secondary Roadway 32,000 0,10 A Unnamed Rd. Dinah Shore Dr. 35th Av. 3,665 Secondary Road 32.000 0.11 A California Dr. Fred Waring Dr. Warner Tr. - 1,385 Collector Street 14,000 0.10 A Warner Tr. Av.of the States Fred Waring Dr. 9,242 Collector Street 14,000 0.66 B Bob Hoe Dr. 181h Av. 20th Av. 6,029 Secondary Roadway 32,000 0.19 A Bob Hope Dr. 201h Av. 22nd Av, 8,373 Secondary Roadway32,000 0.26 A Bob Hope Dr. 22nd Av. 30th Av. 8,258 Collector Street 14.000 0.59 A Dillon Rd. 18th Av. Dowell Ln. 2,427 Arterial Street 22.000 0.05 A 20th Av. Bob Hope Dr. Dowell Ln. 2,772 Secondary Roadway 32,000 0.09 A 22nd Av. Bob Hope Dr. Dowell Ln. 763 Secondary Roadway 32,000 0.02 A Dowell Ln. 20th Av. 22nd Av. 661 Secondary Roadway 32,000 0.02 A Dillon Rd. 20th Av. Dowell Ln. 2,375 Arterial Street 52,000 0,05 A 20th Av. Dowell Ln. Dillon Rd. 2,109 Secondary Roadway 32,000 0.07 A 22nd Av. Dowell Ln. Dillon Rd_ 182 Secondary Roadway 32,000 0.01 A Dillon Rd. 20th Av. 22nd Av_ 3,251 Arterial Street 52,000 0.06 A Eldorado Dr. Fred Waring Dr. Ho,ley Ln.E. 2.594 Arterial Street 52,000 0.05 A Dillon Rd Thousand Palms Canyon Rd. n/o Dillon Rd. 1,511 Arterial Street 22,000 0.03 A TABLE 6-2(CONTINUED) PALM DESERT MORE INTENSE ALTERNATIVE VOLUME/CAPACITY SUMMARY FINAL ROADWAY ROADWAY SEGMENT FROM TO FORECAST CLASSIFICATION CAPACITY V/C LOS Thousand Palms Canyon Rd. 26th Av. Dillon Rd. 2,635 Collector Sireel 14,000 0.19 A Thousand Palms Can on Rd. 26th Av. s/o 26th Av. 4,446 Collector Street 1 I'" 0.32 A 26th Av. IThousand Palms Canyon Rd. jeho Thousand Palms Canyon Rd. 1,359 Secondary Roadwa 32,000 0.04 A U:\UcJobs\00055\Exce11(00055-04.x1s JT6-2 rn 0 i Y irr TABLE 6-3 PALM DESERT MORE INTENSE ALTERNATIVE ROADWAY SEGMENTS WITH VOLUME EXCEEDING CAPACITY(LOS"F") FINAL ROADWAY ROADWAY SEGMENT FROM TO FORECAST CLASSIFICATION CAPACITY VIC LOS Monterey Av. 1-10 WB Rams I-10 EB Rams 54,196 Arterial Street 52,000 1.04. F Monterey Av. Rams Dinah Shore Dr. 64,576 Arterial Street 52.000 1.24 F MontereyAv. SR-SR-t11 ii ElPaseo - 39,112 Major Thoroughfare 32,000 1.22 F Portola Av. Frank Sinatra Dr. Country Club Dr. 39,301 Major Thorou hfare 32,000 1.23 F Cook St. 1-10 WB Rams 1-10 EB Ramps - 53,216 Arterial Street 52,000 1.02 F Cook St. 1-10 EB Rams Gerald Ford Dr. 62.935 Arterial Street 52,000 1.21 F Cook St. Gerald Ford Dr. Frank Sinatra Dr. 60,737 Arterial Street 52,000 1.17 F Washington St. - Av.38 Varner Rd. 64,386 Artedal Street 52,000 1.24 F . Washington St. Varner Rd. 1-10 EB Rams 73,936 JArterial Street 52,000 1.42 F Washington St. 1-10 EB Rams Country Club Dr_ 75,991 Arterial Street 52,000 1.46 F Dinah Shore Dr. Monterey Av. Portola Av. 35,599 Secondary Roadway 32,000 1.11 F Varner Rd. Portola Av. 1-10 WB Ramp at Portola 44,608 Seconda Roadway 32,000 1.39 F m Varner Rd. 1-10 WB Ramp at Portola Chase School Rd. - 32,435 Secondary Roadway 32,000 1.01 F arner Rd. Chase School Rd. Av.38 37,852 Secondary Roadway 32,000 1.18 F Fred Waring Dr. Warner Tr. Washington St. 53,881 Arterial Street 52,000 1.04 F Fred Waring Dr. Washington St. Jefferson St. 34,358 Major Thoroughfare 32,0001 1.07 F SR-111 Bob Hoe Dr. Parkview Dr. 69,078 Arterial Street 52,000 1.33 F SR-111 Parkview Dr. Fred Waring Dr. 60,861 JArterial Street - 52,000 1.17 F SR-111 San Luis Rey Av. Portola Av. 52,971 Arterial Street 52.000 1.02 F SR-111 El Paseo/Cabrillo Av. Deep Canyon Rd. 61,698 Arterial Street 52.0001 1.19 F SR-111 Deep Canyon Rd. Hospitality Dr- 61,516 Arterial Street 52,000 1.18 F SR-111 Hospitality Dr. Cook St. 63,386 Arterial Street 52,000 1l22 F SR-111 Cook St. Eldorado Dr. 66.823 Arterial Street 52,000 1.29 F SR-i 11 Eldorado Dr. - Miles Av. 73,274 Arterial Street 1 52.000 1 1.41 F S' U:\UcJobs\00055\Excel\(00055-04.xlsJT6-3 TABLE 6A PALM DESERT MORE INTENSE ALTERNATIVE ROADWAY SEGMENTS WITH LEVEL OF SERVICE"E" FINAL ROADWAY ROADWAY SEGMENT FROM TO FORECAST CLASSIFICATION CAPACITY VIC LOS Monterey Av. Varner Rd. 1-10 WB Rams 48,163 Arterial Street 52,000 0.93 E Portola Av. 1-10 EB Rams Gerald Ford Dr. 47,889 Arterial Street 52.000 0.92 E _ Portola Av. Gerald Ford Dr. Frank Sinatra Dr. 30,731 Major Thoroughfare 32,000 0.96 E Portola Av. Country Club Dr. Hovley Ln.E. 30,971 Major Thoroughfare 32,000 0.97 E Chase School Rd. Varner Rd. 1-10 WB Rams 48,773 Arterial Street 52,000 0.94 E Cook St. Frank Sinatra Dr. Country Club Dr. 47,463 Arterial Street 52,000 0.91 E Cook St. Country Club Dr. Hovley Ln.E. 51,490 JArterial Street 52,000 0.99 E Washington St. Fred Waring Dr. SR-111 47,132 Arterial Street 52,000 0.91 E Ramon Rd. Bob Hope Dr. 1-10 EB Rams 48,133 Arterial Street 52.000 0.93 E Dinah Shore Dr. Bob Hope Dr. Monterey Av. 47,326 Arterial Street 52.000 0.91 E Varner Rd. Monterey Av. 1-10 WB Ramp at Monterey 30,974 Secondary Roadway 32,000 0.97 E Fred Waring Dr. Deep Canyon Rd. Cook St. 48,880 Arterial Street 52,000 0.94 E SR-111 Monterey Av. San Pablo Av. 47,948 Arterial Street 52.000 0.92 E Q' SR-i t t San Pablo Av. San Luis Re Av. 49,561 Arterial Street 52000 0.95 E SR-111 Portola Av. El Paseo/Cabrillo Av. 50,009 Arterial Street 52,,000 0.96 E N U:1Ucdo bs\00055\Excel\[00055-04 xIsJT6-0 Y JIM Z WIN J m 11 L W J J Q Z O Z w _Z W IL F- TABLE 6-5 PALM DESERT MORE INTENSE ALTERNATIVE ROADWAY SEGMENTS WITH LEVEL OF SERVICE"D" FINAL ROADWAY ? ROADWAY SEGMENT FROM TO FORECAST CLASSIFICATION CAPACITY V/C LOS Monterey_Av. Dinah Shore Dr. Gerald Ford Dr. 42,538 Arterial Street 52,000 0.82 D Portola A-v--[Hovfey Ln.E. Ma nesia Falls Dr. 28.247 Ma or Thorou hfare 32,000 0.88 D Washin ton_St. Country Club Dr. Hovle Ln.E. 44,565 Arterial Street 52,000 0.86 D Was-m ton St. Hovle Ln.E. Fred Warin Dr. 45,502 Arterial Street 52.000 0.88 D Gerald Fond Dr. Monterey Av. Portola Av. 42,983 Arterial Street 52,000 0.83 D Count Club Dr. Washin lon St. Av.42 26,738 Maor Thorou hfare 32,000 0.84 D Hovle Ln.E. Eldorado Dr. Oasis Club Dr. 27,286 Ma'or Thorou hfare 32,000 0.85 D Av.42 Washin ton SL Adams St. 26,365 Ma or Thoro hfare 32,000 0.82 D Fred..anny Dr. Cook St. Eldorado Dr. 46,187 Arterial Street 52,000 0.89 D Fred Warin Dr. Eldorado Dr. California Dr. 45,888 Arterial Street 52,000 0.88 D Fred Warin Dr. California Dr. Warner Tr. 44,448 Arterial Street 52,000 0.85 D SR-171 Desert Crossin EI Paseo/Town Center W 42,264 Arterial Street 52,000 0.81 D m j u, U:\UcJobs\000551Excel\[00055-04.xis]T6-5 i + 1TYli Mir LU za MCX =x LU%J C9 LL. wu Li. < LLI ua tu > LU j 0 w 0 0 10 o 0 2 aV Q) U N rn > C) Q) ZE > E to c 0 3 .2 C: W E tz 0 Q) 0 LL c cz 0 'D i:- r :6E > Q m 0 • OOM 76 U) 70 Z o to N C3) 0 0 0) > p N > S IL 2 c E co 'D < < S, 0-C q>) co, 0> =0 ?C: 75 cu C.4 E -c: 2�, >, -2 C: F- 'a 0 2 >, 0 - co L) S. M M -0 -c- �2 cm 0 -, U 0 1 a- " 0 2 �5 > — 0 , -,c E C: CL o -0 ID M r= > MLL 620- n c 0 0 -0 ':5 4) 0 0 2 " 0) �a o E r — 4) CU (D 0 fo Z5 0 P- 8 > :S 2 rm: o' Q) t: 0 0 0 0 6- j �2 o a) o V- 0-2 '0 0 U3 C -,D w -0 0 0 'o & X 0 0 (D Q_ -0 ID 75 ,- — 0� 0 C In - >' 0 -5 cc) (D 0- m CD 0 0 0 0 C13 -0 0 0 (D m uj 0 Q) ow E (D u) -r a) C) CL c LL W co 'E -F- -0 u) 2 0 >, CM, 0 co 0 0) cu c > o co .0) E 7C5 -5 cu x) �?E C -2 0 0 a a) 0 0 > -0 V) n m m cu c o < m OCD > 0 (D 0 w CL CL 0) c cc u PCO 'O cowca. 'r m 0 w E 2 2- a) 0 D 0 >1 CL :3 c 0 cc � cu C: 3: < U) E2mo 3: — U) co a) ') > t 0 0 (D o > -j IM-- =01 >0 > 0 M (n < 0 0 'o - cl CU to 70 0 f a) E a) C m o (D m L I-- _U 0 0 :s 0 -2 E 75 0 LL E 2 L) 0 w =1 LO -0 C: r OL a) a-I U, 0 a) - - c :5 O . -20 a.1 -' f �' �620 E '20 ox = O (D �6EOE 0 E a- U) 5 OL -.L 0 > w LL C u) CL 0 1-- TABLE 7-1 PALM DESERT PREFERRED ALTERNATIVE WITHOUT PORTOLA AVENUE AT 1-10 FREEWAY INTERCHANGE VOLUMEICAPACITY SUMMARY 1 FINAL ROADWAY ROADWAY SEGMENT FROM TO ECASTJ CLASSIFICATION CAPACITY V/C LOS Desert Crossing north of SR-111 SR-111 1,527 Collector Street 14,000 0.17 A Desert Crossi SR-111 south of SR-111 8,600 Collector Street 14,000 0.61 8 Town Center W. Fred WaringOr. SR-111 8,150 Scenic Seconds Roadway32,000 0.25 A El Paseo SR-111 Plaza W. 8,303 Other Roadway32,000 0.26 A - El Paseo SR-111 Portola Av. 10.675 Other Roadway32,000 0.33 A Plaza W. Shopping Center SR-111 4,508 Collector Street 14,000 0.32 A M onterey Av. Varner Rd. I-10 W8 Ramps 55,761 Arterial Street 52 000 1.07 F Monterey Av. I-10 WB Rams 1-10 EB Rams 63,671 Arterial Street 52.000 1.22 F Monterey Av. 1-10 EB Rams Dinah Shore Dr. 83,116 Arterial Street 52.000 1.60 F ntere Av. Dinah Shore Dr. Gerald Ford Dr. 44,879 Arterial Street 52,000 0,86 Dntere A, Gerald Ford Dr. Frank Sinatra Dr. 28,418 Arterial Street 52,000 0.55 A ntere Av. Frank Sinatra Dr. Count Club Dr. 31.233 Arterial Street 52,000 0.60 A ntere Av. Count Club Dr. Parkview Dr. 38,476 Arterial Street 52,000 0.74 Cntere Av. Parkview Dr. Fred Warin Dr. 32,852 Arterial Street 52 000 0.63 B ntere Av. Fred Warin Dr. SR-111 28,781 Arterial Street 52,000 0.55 A ntere Av. SR-111 El Paseo 40,324 Mam Thorou hfare 32.000 1.26 Flle a of the Desert north of Fred Warin Dr. Fred Warin Dr. 4,415 Collector Street 14,000 0.32 A lle a of the Desert Fred Warin Dr. south of Fred Wari Dr. 1,046 Collector Street 14,000 0.07 A n Pablo Av. Ma nesia Falls Dr. Fred Warin Dr. 10,047 Scenic Seconds Roadwa 32,000 0.31 A n Pablo Av. Fred Warin Or. SR-111 /3,291 Seconds Roadwa 32,000 0.42 A n Pablo Av. SR-111 EI Paseo 6,734 Scenic Seconds Roadwa 32,000 0.21 A n Luis Re Av. SR-111 El Paseo 6.288 Collector Street 14,000 0.45 A rtola Av. Varner Rd. 1-10 WS Ram s - Does not Exist - 0.00 Artola Av. 1-10 WB Rams 1-10 EB Ram s - Does not Exist -- 0,00 A rtola Av. 1-10 EB Ram Gerald Ford Dr. - Does not Exist - 0.00 A rtola A, Gerald Ford Dr. Frank Sinatra Dr. 29,566 Maor Thorou hfare 32.000 0.92 E rtola Av. Frank-Sinatra Dr. Coun Club Dr. 36,918 Major Thorou hfare 32,000 1.15 F rtola Av. Count Club Dr. Houle Ln.E. 30,583 Major Thorou hfare 32,000 0,96 E rtola Av. Hovte Ln.E. Ma nesia Falls Dr. 27,458 Ma'or Thorou hfare 32,000 0.86 D rtola Av. Ma nesia Falls Dr. Fred Warin Dr. 22,959 Ma'orThorou hfare 32,000 0.72 C rtola Av. Fred Warin Dr. SR-111 24.622 Ma or Thorou hfare 32 000 0.77 C Av. SR-111 El Paseo 12,932 Major Thoroughfare 32,000 0.40 A Deep Canyon Rd. Magnesia Falls Dr. Fred Warin Dr. 20,002 Secondary Roadway 32,000 1 0.63 8 Deep Canyon Rd. Fred Waring Dr. SR-111 22,344 Secondary Roadway 32,000 1 0.70 B Deep Canyon Rd. SR-111 Fairway Dr. 7.893 Secondary Roadway 32.000 J 0.25 A Hospitality Dr. north of SR-111 SR-111 1,951 Collector Street 14,000 0.14 A Hospitality Dr. SR-111 south of SR-111 5,932 Collector Street 14,000 0.42 A Chase School Rd. Ramon Rd. Varner Rd. 30,335 Arterial Street 52,000 0.58 A Chase School Rd. Varner Rd. 1-10 WB Rams 58,088 Arterial Street 52,000 1.12 F Cook SL 1-10 WB Rams 1-10 EB Rams 67,169 Arterial Street 52,000 1.29 F Cook St 1-10 EB Rams Gerald Ford Dr. 76,335 Arterial Street 52,000 1.47 F Cook St. Gerato Ford Dr. Frank Sinatra Dr. 62.254 Arterial Street 52.000 1.20 F Cook St. Frank Sinatra Dr. CountryClub Dr. 48,048 Arterial Sheet 52,000 0.92 E ,s TABLE 7-1(CONTINUED) PALM DESERT PREFERRED ALTERNATIVE WITHOUT PORTOLA AVENUE AT 1.10 FREEWAY INTERCHANGE VOLUMEICAPACITY SUMMARY FINAL ROADWAY CLASSIFICATION ROADWAY SEGMENT FROM TO FORECAST ASSIFICATION .CAPACITY V/C LOS Cook St. Country Club Dr. Hovley Ln.E. 52,500 Arterial Street 52,000 1.01 F "' Cook St. Hovley Ln.E. Fred Waring Dr. 39,382 Arterial Street 52.000 0.76 C Cook St. Fred Waring Or. SR-111 39,647 Arterial Street 52,000 0.76 C Cook St. SR-111 Fairway Dr. 7A36 Arterial Street 52,000 0.14 A Emerald Desert Dr. Kalahari Desert Dr. Frank Sinatra Dr. 2,191 Collector Street 14,000 0.16 A Eldorado Dr. Frank Sinatra Dr. Country Club Dr. 3,370 Arterial Street 52,000 0.06 A , Eldorado Dr. Country Club Dr. Hovley Ln.E. 10,773 Arterial Street 52,D00 0.21 A Via Toscana Hovley Ln.E. Pisa 2,876 Collector Street 14,000 0.21 A Eldorado Dr. Fred Warin Dr. SR-111 8,962 Arterial Street 52.000 0.17 A Eldorado Dr. SR-i t t Fairway Dr. 9,642 Major Thoroughfare 32,000 1 0.301 A Thousand Palms.Canyon Rd. Dillon Rd. Ramon Rd. 4,322 Arterial Street 52.000 1 0.08 A Oasis Club Dr. Country Club Dr. Hovley Ln.E. 6,859 1 Major Thoroughfare R52 0.21 A Washington St. Av.38 Varner Rd. 62,319 Arterial Street 1.20 F Washington St. Varner Rd. 1-10 EB Rams 73,524 Arterial Street 1.41 F Washington St. 1-10 EB Rams CountryClub Dr. 76,116 Arterial Sheet 1.46 F Washin ton SL Count Club Dr. Houle Ln.E. 43.796 Arterial Street 0.84 D Washington St. Houle Ln.E. Fred WaringDr. 45,583 Arterial Street 0.88 D Washin ton St. Fred Warin Dr. SR-111 44.282 Arterial Street 0.85 DDillon Rd. Hot S rin s Rd. Thousand Pafms Can on Rd. 3,612 Arterial Street 0.07 ARamon Rd. BobHo a Dr. 1-10 EB Rams 48,544 Arterial Street 0.93 E Ramon Rd. 1-10 E8 Rams 1-10 WS Rams 30.384 Arterial Street 52000 0.58 A Ramon Rd. 1-10 W8 Rams Varner Rd. 30,384 Arterial Street 52,000 0.58 A Ramon Rd. Varner Rd. Monterey A, 24,131 Arterial Street 52,000 0.46 A Ramon Rd. Monterey A, Chase School Rd. 15,855 Arterial Street 52,000 0.30 A Dinah Shore Dr. Bob Hoe Dr. Monterey Av. 50,530 Arterial Street 52,000 0.97 E -� Dinah Shore Dr. Monterey Av. Portola Av. 49.588 Secondary Roadway 32,000 1.55 F Gerald Ford Dr. Bob Hoe Dr. Monterey Av. 35,441 Arterial Street 52,000 0.66 B Gerald Ford Dr. Monterey Av. Portola Av. 32,009 Arterial Street 52,000 0.62 8 Gerald Ford Dr. Portola Av, Cook St. 42,193 Arterial Street 52,000 0.81 D Gerald Ford Dr. Cook St. Frank Sinatra Dr. 16,669 Secondary Roadway 32,000 1 0.52 A Frank Sinatra Dr. Bob Hoe Of Monterey Av. 25,540 Ma or Thoroughfare 32,000 1 0.80 C Frank Sinatra Dr. Monterey Av. Portola Av. 28,634 Arterial Street 52000 1 0.55 A Frank Sinatra Dr, Portola Av. Cook St. 33,412 Arterial Street 52,000 1 0.64 B Frank Sinatra Dr. Cook St. Gerald Ford Dr. 8,993 Arterial Street 52,000 0.17 A Frank Sinatra Dr. Gerald Ford D, Eldorado Dr. 16.918 Arterial Street 52,000 0.36 A A,38 Varner Rd. Washington St. 24,738 Major Thoroughfare 32,000 0.771 C Tamarisk Row Dr, Eldorado Dr. Country Club Dr. 16.463 Major Thoroughfare 32,000 0.51 A Varner Rd. Monterey Av. 1-10 WB Ramp at Monterey 41,396 Secondary Roadway 32,000 1.29 F Varner Rd. 1-10 WB Rarnp at Monterey Portola Av. 22,5861 Secondary Roadway 32.000 0.71 C Varner Rd. Portofa Av. 1-10 WB Ram at Portola 22.813 Seconds Roadway32,000 0.71 C Varner Rd. 1.10 WB Rampat Portola Chase School Rd. 22,813 Seconds Roadway32,000 0.71 C Vamer Rd. Chase School Rd. Av.38 36,379 Seconds Roadway32.000 1.14 F Vamer Rd. Av.38 1-10 WB On Ram at Washington 6,326 Seconds Roadway32.000 0.20 A TABLE 7-1(CONTINUED) PALM DESERT PREFERRED ALTERNATIVE WITHOUT PORTOLA AVENUE AT 1-10 FREEWAY INTERCHANGE VOLUME/CAPACITY SUMMARY FINAL ROADWAY f ROADWAY SEGMENT FROM TO FORECAST CLASSIFICATION CAPACITY V/C LOS Varner Rd. 1-10 WB On Ram at Washin ton Washington St. 13,523 Second- Roadwa 32.000 --- A Vamer Rd. Washin ton St. I-10 WB Rams 31,790 Arterial Street 621000 0.51 A Varner Rd I-10 WB Ram s Adams St. 22,499 Se Wdarigoadway 32.000 0.70 B 1-10.F W/O Bob Hope Dr. Bob Ho D 209,500 6-lane Freeway160,500 1.31 F 1-10 F . Ramon Rd. Monlere ;D.r. 218,600 6-lane Freeway - 160,500 1.36 F 1-10 F . Monterey Av. Cook St. 227,200 84ane Freeway 160,500 1.42 F Cook St. Washin on St. 224,100 84ane Freeway160,500 1.40 F I-10 F Washington St. E/O Washington St. 201.100 8-lane Freeway 160,500 1.25 F Country Club Dr. Bob Hoe Dr. Montere A,, 33,659 Arterial Sheet 52.000 065 B Country Club Dr. Monlere Av. Portola Av. 23,647 Arterial Street 52,000 0.45 A Country Club Dr, Portola Av. Cook SL 29.154 Arterial Street 22,000 0.56 A Country Club Dr.. Cook St. Eldorado Dr. 33.897 .Arterial Street 52,000 0.65 B Country Club Dr. Eldorado Dr. Oasis Club Dr. 25,556 Arterial Street 52,000 0.49 A CountryClub Dr. Oasis Club Dr. Washln ton St. 41,730 .Arterial Street 52,000 0.80 C Count Club Dr. Washl ton SL Av.42 25.608 Ma'or Thorou hfare 32,000 0.80 C Houle L Houle Ln.E. St Cook St, 14,200 Second- Roadway 32,000 0.44 A Ln.E. Cook Cook St Eldorado Dr. 24,078 Ma or Thorou hfare 32.000 0.75 C J Hovley Ln.E. Eldorado Dr. Oasis Club Dr, 27,867 Major Thorou hfare 22,000 0.87 D 1 v, Hovley Ln.E. Oasis Club Dr. Washington SL 20,942 Ma'or Thorou hfare 32,000 0.65 e Av.42 Washln ton SL Adams.St. 27,528 Major Thorou hfare 32,000 0.86 D Ma nesla Falls Dr. Montere Av. Portola Av. 5 869 Scenic Second- Roadwa 32,000 0.86 A Ma oasis Falls Dr. Portola Av. Dee Canyon Rd. 3,444 Scenic SecondaryRoadwa 32,000 0.11 A Painters Path Fred Warin Dr. SR-111 2.800 Collector Street 14,000 0,20 A Parkview Dr. SR-111 Montere y Av- 10,977 Secondary Roa dw.y 32,000 0.34 A Parkview Dr. Monterey Av. Cole a of the Desert 8,485 Secondary Roadway 32,000 0.27 A Fred Waring Dr. SR-111 Montere A. 22,732 Arterial Street 52,000 0.44 A Fred WaringDr. Monlere Ave Coll of the Desert 37,443 Arterial Street 52.000 0.72 C Fred WaringDr. Celle a of the Desert San Pablo Av. 37,703 Arterial Street 52,000 0,73 C Fred Waring Dr. San Pablo Av. Portola Av. 38,875 Arterial Street 52,000 0.75 C Fred WaringDr. Portola-A,. Dee Can on Rd. 36,485 Arterial Street 52.000 0.70 B Fred Waring Dr. Deep Canyon Rd. Cook SL 45,349 Arterial Street 52,000 0.8 Fred Waring7 D Dr. Cook St. Eldorado Dr. - 42,346 Arterial Street 52,000 0.8 D Fred WaringDr. Eldorado Dr, California Dr. 43,381 Arterial Street 52,000 0.83 D Fred Wann2 Dr. California Dr. Wamer Tr.. 41,887 Arterial Street 52,000 0.81 D Fred Waring Dr. Warner Tr_ Washington St. 48,530 Arterial Street 52,000 0.93 E Fred Waring Dr. Washin ton St. Jefferson St: 32,123 Major Thoroughfare 22,000 1.00 E SR-111 Bob Ho a Dr- Parkview Dr. 70,00 Arterial Street 52,000 1.35 F SR-111 Parkview Dr. Fred Waring Dr. 60,780 Arterial Street 52,000 1.17 F SR-111 Fred Warin2 Dr. Desert Grossing 42.895 Arterial Street 52,000 0.82 D SR-111 Desert Crossing El Paseo7Town Center W. 43,566 Arterial Street 52,000 0.84 D SR-111 EI Paseo/Town Center W, Plaza W. 39,677 Arterial Street 52,000 0.76 C SR-11t Plaza W. MontereyAv. 41,814 Arterial Street 52,000 0,80 C SR-111 MontereyA, San Pablo Av. 50.520 Arterial Street 52 000 0.97 E TABLE 7-1(CONTINUED) to PALM DESERT PREFERRED ALTERNATIVE WITHOUT PORTOLA AVENUE AT 1.10 FREEWAY INTERCHANGE VOLUME/CAPACITY SUMMARY FINAL ROADWAY ROADWAY SEGMENT FROM TO FORECAST CLASSIFICATION CAPACITY V/C LOS SR-111 San Pablo Av, San Luis Rey Av. 52,540 Arterial Slreel 52,000 1.01 F SR-111 San Luis Re Av. Portola A, 54,937 Arterial Street 52,000 1.06 F SR-111 Portola Av. Ef Paseo/Cabrillo Av. 53,451 Arterial Street 52,000 1 1.03 F SR-111 El Paseo/Cabrillo Av. Deep Canyon Rd. 64,501 Arterial Street 52.000 1.24 F SR-111 Deep Canyon Rd. Hospitality Or. 64,427 Arterial Street 52,000 1.24 F SR-1I t Hospitality Dr. Cook SL 66,499 Arterial Street 52,000 1.28 F SR-111 Cook St. Eldorado Dr. 72.064 Arterial Street 52,000 1.39 F SR-111 Eldorado Dr. Miles Av. 76,466 Arterial Street 52,000 1.47 F Mesa View Dr. SR-74 Portola A, 3,363 Secondary Roadway 32,000 0.11 A Haystack Rd. SR-74 Portola Av. 928 Secondary Roadway 32,D00 0.03 A 42nd Av. Hovley Ln.E. Cook St. 3.594 Secondary Roadway 32,000 0.11 A Hovley Ln.West Monterey Av, Portola Av. 2,358 Secondary Roadway 32,000 0.07 A 351h Av, Dinah Shore Dr. Unnamed Rd. 6,929 Secondary Roadway 32,000 0.22 A Lucas Way Dinah Shore Dr. 351h Av. 4,339 Secondwy Roadway 32,000 0.14 A Unnamed Rd. Dinah Shore Dr. 35th Av. 3,883 Secondary Roadway 32,000 0.12 A California Dr. Fred Waring Dr. Warner Tr. 1,426 Collector Street 14,000 0.10 A Warner Tr. Av,of the Slates Fred Waring Dr. 9,311 Collector Street 14,000 0.67 B Bob Hoe Dr. 181h Av. 20th Av- 6,111 Secondary Roadway 32,000 0.19 A I Bob Hope Dr. 208r Av. 22nd Av. 8,479 Secondary Roadway 32,000 0.26 A o� Bob Hope Dr. 22nd Av. 30th Av. 8,211 Collector Street 14,000 0.59 A Dillon Rd. 181h Av. Dowell Ln. 2,339 Arterial Street 52.000 0.04 A 20th Av, Bob Hoe Dr. Dowell Ln. 2,804 Secondary Roadway 32,000 0.09 A 22nd Av. Bob Hoe Dr. Dowell Ln. 600 Secondary Roadway 32,000 0.02 A Dowell Ln. 201h Av. 22nd Av, 657 Secondary Roadway 32,000 0,02 A Dillon Rd. 201h Av. Dowell Ln. 2,316 Arterial Street 52.000 0.04 A 201h Av. Dowell Ln. Dillon Rd. 2,144 Second- Roadway32,000 0.07 A 22nd Av. Dowell La Dillon Rd. 151 Second- Roadway32,000 0-00 A Dillon Rd. 20th Av. 22nd Av. 3,234 Arterial Street 52,000 0.06 A rEldorado . Fred Warin Dr. Houle Ln.E. 1 561at Street 52000 003 A Thousand Palms Can on Rd. n/o Dillon Rd. 1483 Arterial Street 52,000 0.03 AalmsCaDillon Rd 2560 Collector Street 14,000 018 Aalms Can on Rd. 26th Av. s/o 26th A, 4322 Collector Street 140 00 031 A Thousand Palms Canyon Rd. e/o Thousand Palms Canyon Rd. 1,334 Second- Road wa 32,000 0.04 A U:\UcJobs\00055\Excel\[00055-04.xls[T 7-1 am TABLE 7-2 PALM DESERT PREFERRED ALTERNATIVE VOLUME/CAPACITY COMPARISON ET ITH WITHOUT CHANGE INTERCHANGE ROADWAY ROADWAY SEGMENT - FROM TO CLASSIFICATION CAPACITY LOS Vic LOS Desert Crossing north of SR-111 SR-111 Collector Street 14 000 0.11 A 0.11 A ,,3 Desert Caoesln SR-111 south of SR-1 N Collector Street 14,000 0.61 B 0.61 9 Town Center Fred Waring Dr. SR-111 Scenic Secwtda Roadway 32,0001 0.251 A 0.25 A- ElPaseo SR-iit Plan Wy. Other Roadwa 32,000 0.28 A 0.26 A EI Paseo SR-11 f -Portola Av. Other Roadway 32,000 0.27 A 0.21 A Plan W. Shopping Shoppi.g Center SR-111 Collector Street 14,000 0.32 A 0.32 A Monterey Av. Varner Rd. 1-10 WB Rams Arterial Street 52.000 &911 E 1.07 F Monterey Av. 1-10 WB Rams 1-10 ER Ram s - Arterial Street 52,000 1.03 F 1,22- F Monterey Av. I-10 EB.Ram s - Dinah Shore Dr. Arterial Street 52,000 1.25 F 1.60 - F 1 s4 Monterey Ay. Dinah Shore Dr. Gerald Ford Dr. Arterial Street 52,000 0.81 D 0.66 D Monterey Av, Gerald Ford Dr. Frank Sinatra Dr. Arterial Street 52,000 0.63 B. 0.55 A Monterey Av. Frank Sinatra Dr. Court Club Dr. Arterial Street 52,000 0.64 B 0.60 q MontereyAv. Count Club Dr. Parkview Dr. Arterial Street 52,000 0.75 C 0.74- C Montere Av. Parkview Dr. Fred Wade Dr. Arterial Street 52.000 0.62 B 0.63 B Monterey Av. Fred Waring Dr. SR-111 Arterial Street 52,000 0.57 A -6 5 A Monterey Av. SR-117 E7 Paseo - Major Thorou hfare 32,000 1.22 F 1.26 F I College of the Desert north of Fred Waring Dr. Fred Waring-Dr. Collector Street 14,000 0.31 A 0.32 A 03 College of the Desert Fred WaringDr, south of Fred WaringDr. Collector Street 14,000 0.07 A 0.07 A San Pablo Av. Magnesia Falls Dr. Fred Waring Dr. Scenic Secondary Roadway 32,000 0.32 A 0.31 A San Pablo Av. Fred Warin Dr.. SR.m SecondaryRoadway32,000 0.40 A 0.42 A San Pablo A, SR411 EI Paseo Scenic Secondary Roadway 32,000 0.20 -A 0.21 A San Luis Re Av.. SR-1 11 EI Paseo Collector Street 14,000 0.49 A 0.45 A PoAola Av. Vamer Rd. 1-10 WS Rams Arterial Street 52,000 0.66 B 0.00 WA Portola Av. 1.10 WB Rams 1.10 ES Ram s- Arterial Street 52.000 0.75 C 0.00 N/A Portola Av. 1-10 EB Ramps Gerald Ford Dr. Arterial Street 52.000 0.93 E 0.00 N/A Portola Av. Gerald Ford Dr. Frank Sinatra Or. Maw Thoroughfare 32,000 0.97 E 1 0.92 E Portola A, Frank Sinatra Dr. Country Club Dr. Major Thoroughfare 32,000 1.23 F 1.15 F Portola Av. Coun0y Club Dr. - H-ley Ln.E. Maw Thoroughfare 32,000 0.98 E 0.96 E Portola Av. Hovley Ln.E. Magnesia Falls Dr. Major Thoroughfare 32.000 0.89 D 0.86 D - PortolaAv. Magnesia Falls Dr. Fred Waring Dr. Major Thoroughfare 32,000 0.76 C 0.72 C Portola A, Fred Waring Dr. SR-1 I Major Thoroughfare 32,000 0.76 C 0.77 C Portola Av. SR-111 EI Paseo Ma'or Thorou hfare 32.000 0.40 A 0.40 A. Dee Canyon Rd. Ma nesia Falls Dr. Fred WaringDr. SecondaryRoadway22,000 0.61 B 0.63 B Dee Can on Rd. Fred WaringDr. SR-111 Seconda Roadway32,000 0.73 C 0,70 B Dee Can on Rd. SR-111 FairwayDc Seconda Roadway 32,000 0.26 A 0.25 A Hos italil D, north of SR-111 SR-111 Collector Street 14.000 0.13 A 0.14 A " Hos italil Dr. SR-1I I south of SR-111 Collector Street 44,000 0.42 A 0.42 A Chase School Rd. Ramon Rd. Varnbr Rd. Arterial Street 52.000 0.59 A 0.58 A Chase School Rd. Vamer Rd. I-10 WB Rams Arterial Street 52,000 0.89 D 1.12 F Cook St. 1-10 WB Rams I-10 EB Rams Arterial Street 52 000 0.99 E 1.29 F Cook St, 1-10 EB Rams Gerald Fwd Dr. Arterial Street 52,000 1.1 F 1.47 F Cook St. Gerald Ford Or. lFmnk Sinatra Dr. Arterial Street 52,000 1 1A71 F 1.2 Cook St. Frank Sinatra D, Count Club Dr. All Street 52,000 0.89 D 0.92 E x; Cook St. Count CIUD Dr Hovle Ln.E. Arterial Street 52,000 0.99 E 1.01 F r J m`^ O �m4.1 a ' t` xZ w� y. W V z W ZW 4bw a ai o in C ^ W o .,.. LU 9 R � 0 e e i O 9 i i j V a O Oe R i R N a + e a 4 _ � .aw.e. ; � }� •Cryry 1 0 E LL Q s r a (1 Q { TABLE 7-2(CONTINUED) PALM DESERT PREFERRED ALTERNATIVE VOLUME/CAPACITY COMPARISON WITH WITHOUT INTERCHANGE INTERCHANGE ROADWAY _ROADWAY SEGMENT FROM TO CLASSIFICATION CAPACITY V/C LOS V/C LOS Cook St. Houle Ln.E. Fred Waring Dr. Arterial Street 52,000 0.72 C 0.76 C Cook S. Fred WaringDr. SR-111 Arterial Street 52 000 0.69 B 0.76 C Cook St. SR-111 F.i-y Dr. Arterial Street 52,000 0.14 A 0.14 A Emerald Desert Dr. Kalahari Desert Dr. Fmnk Sinatra Dr. Collector Sueet 44,000 115 A 0.16 A Eldorado Dr. Frank Sinatra Dr. Court Club Dr. Arterial Street 52,000 0.06 A 0.06 A Eldorado Or. Cou Club Dr. Houle Ln.E. Arterial Street 52,000 0.21 A 0.21 A Via Toscana Hovley Ln.E. Pisa Collector Street 14,000 0.20 A 0.21 A Eldorado Dr. Fred Warin Dr. SR-111 Arterial Street 52,000 0.19 A 0.17 A Eldorado Dr. SR•N1 Fairwa Dr. Major Thorou hfare 32,000 0.30 A 0.30 A Thousand.Palms Canyon Rd.Dillon Rd. Ramon Rd. Arterial Street 52.000 0.08 A 0.08 A Oasis Club Or. Country Club Dr. Houle Ln.E. Mabr Thoroughfare 32.000 0.20 A 0.21 A Washington St. Av,38 Varner Rd. Arterial Street 52,000 1.21 F 1.20 F Washin ton St. Varner Rd. 1-10 EB Rams Arterial Street 52,000 1.40 F 1.41 F Washington St. 1-10 EB Rams Count Club D, Arterial Street 52.000 1.44 F 1.46 F Washington St. Count Club Dr. Houle Ln.E. Arterial Street 52,000 0.84 O 0.46 D Washington St. Novle Ln.E. Fred WaringDr. Arterial Street 52.000 0.87 D 0.88 D Washin ton SL Fred Waring Dr. SR-111 Arterial Street 22,000 0.90 D 0.85 D v Dillon Rd. Hot S rin s Rd. Thousand Palms Can on Rd. Arterial Street 52,000 0,07 A 0.07 A two Ramon Rd. Bob Hoe Or. 1-10 EB Ram s Arterial Street 52,000 0.90 D 0.93 E Ramon Rd. 1-10 EB Rams 1-10 WB Rams Arterial Street 52,000 0,55 A 0.58 A Ramon Rd. I-10 WB Rams Varner Rd. Arterial Street 521000 0,55 A 0.58 A Ramon Rd. Vamer Rd. Monterey Ay. Arterial Street 52,000 0.44 A 0.46 A Ramon Rd. Monterey AY. Chase School Rd. Arterial Street 62.000 0.3011 A 0.30 A Dinah Shore Dr. Bob Hope Dr. Monterey Av. Arterial Street 52,000 0.90 D 0.97 E Dinah Shore Dr. Montere Av. Portola Av. Secondary Roadway 32,000 1.16 F 1.55 F t Gerald Ford Dr. Bob Hope Dr. Montere Av. Arterial Street 52,000 0.77 C 0.68 B Gerald Ford Dr. Montere Av. Portola Av. Arterial Street 52,000 0.84 D 0.62 B Gerald Ford Or. Portola Av. Cook SL Arterial Street 52.000 0.66 B 0.81 D Gerald Ford Dr. Cook SL Frank Sinatra Dr. Secondary Roadway 32,000 0.51 A 0.52 A Frank Sinatra D,. Bob Hope Dr. Montere Av. Ma'or thoroughfare 32,000 0.78 C 0.80 C Frank Sinatra Dr. Montere Av, Portola Av. Arterial Slreel 52,000 0,53 A 0,55 A Frank Sinatra Dr. Portola Av. Cook St- Arterial Street 52,000 0.50 A 0.64 B Frank Sinatra Dr. Cook St. Gerald Ford Dr. Arterial Street 521000 0.16 A 0,17 A Frank Sinatra Dr. Gerald Ford Dr. Eldorado Dr. Arterial Street 52,000 0,34 A 0.36 A AV.38 Varner Rd. Washington St. Main,Thoroughfare 32.000 0,77 C 0.77 C 1 amarisk Row Dr. Eldorado D, Cuuntry Club Dr. Major Thorou hfare 32,000 0.47 A 0.51 A Varner Rd. Monterey Av. 1-10 WB Ram at MontereySecondaryRoadway32,000 0.91 E 1.29 F Varner Rd. I-10 WB Ram at Montere Portola AV. Secondary Roadway 22,000 0.54 A 0.71 C Vamer Rd. Portola Av. 1-10 WB Ram at Portola SecondaryRoadway32,000 1.40 F 0.71 C amer Rd. I-10 WB Ram at Ponola Chase School Rd, Secondary Roadway 32,000 1.00 E 0.71 C Vamer Rd. Chase School Rd. AV,38 Secondary Roadway 32,000 1.17 F 1.14 F Vamer Rd. Av.38 1-10 WB On Ram at Washln ton Seconda Roadwa 32,000 0.20 A 0.20 A Vamer Rd. I-10 WB On Ram at Washln ton Washln don SL Seconda Roadwa 32,000 D 47 A 0.42 A Vamer Rd. Washin ton St. I-10 WB Ramps Arterial Sueet 62,000 Q50 A 0.51 A TABLE 7-2(CONTINUED) PALM DESERT PREFERRED ALTERNATIVE VOLUMEICAPACITY COMPARISON WITH WITHOfJT INTERCHANGE INTERCHANGE ROADWAY ROADWAY SEGMENT FROM TO CLASSIFICATION CAPACITY V!C LOS V/C LOS Varner Rd. 1-10 WB Rams Adams St. Secondary Roadwa 32,000 0.70 B 0.70 B 1-10 F . W/O Bob Ho Dr. Bob Ho Dr. 8-lane Freeway 160,500 1 1.311 F 1.31 F 1-10 F.. Ramon Rd. Montere Av. 8-lane Ffe-y 160,500 I 1.38 F 1.36 F 1-10 F Monterey Av. Portola Av. 8-lane Fe...y 160,500 1.43 F 1.42 F 1-10 Fwy. Portola AV- Cook St. 8-lane Freeway 160,5001 1.46 F 1.42 F I-10 F . Cook St. Washington St. 8-lane F,....y 160,5001 1.42 F 1.40 F 1-10 Fwn. Washington St. E/O Washington St. 8-lane Freewa 160,500 1.28 F 1.25 F Count Club Dr. Bob Hoe Dr. MontereyAV. Arterial Street 52,000 0.64 B 0.65 B Count Club Dr. MontereyAv. Portola Av. Arterial Sheet 52,000 0.48 A 0.45 A Country Club Dr. Portola Av. Cook St. Arterial Street 52,000 0.55 A 0.56 A Coun Club Dr, Cook SL Eldorado Dr. Arterial Street 52,000 0.65 B 0.65 B Count Club Dr. Eldorado Dr. Oasis Club Or. Arterial Street 52.000 0.48 A 0.49 A Count Club Or. Oasis Club Or. Washi ton St. Arterial Street 52,000 0.76 C 0.80 C Count Club Dr. Washington St. AV.42 Major Thorou fare 32,000 0.80 C 0080 C Hovley Ln.E. Portola Av. Cook Sl. Second. Roadway 32,000 0.44 A 0.44 A Houle Ln.E. Cook St. Eldorado Dr, Major Thoroughfare 32,000 0.71 C 0.75 C J Houle Lr,E. Eldorado Dr. Oasis Club Dr. Major Thoroughfare 32.000 0.85 D 0.87 D i Houle Ln.E. Oasis Club Or. Washin ton St. Major Thoroughfare 32,000 0.59 A 005 B AV.42 Washington St. Adams St. Major Thoroughfare 32,OOB 1 0.81 D 0.86 D Magnesia Falls Dr. Monterey Av. Portola Av. Scenic Secondary Roaday 32,0001 0.21 A 0.18 A Magnesia Falls Dr. Portola Av. Deep Canyon Rd. Scenic Secondary Roadway 32,000 0.09 A 0.11 A Painters Path Fred WaringDr. SR-111 Collector Street 14.000 0.20 A 0.20 A Parkview Or. SR-111 Montere Av. Seconda Roadway32,000 0.30 A 0.34 A Parkview Dr. MontereyAv. College of the Desert Seconda Roadwa 32,000 0.26 A 0,27 A Fred Waring Dr. SR-111 Monterey AV. Arterial Slreel 52.000 0.47 A 0.44 A Fred WaringDr. MontereyAv. College of the Desert Arterial Street 52.000 0.75 C 0.72 C Fred Warin Dr. College of the Desert San Pablo A, Arterial Street 52,000 0.75 C 0.73 C Fred Wan2q Or. San Pablo Av. Portola AV. Arterial Street 52,000 0.79 C 0.75 C Fred Waring Dr. Portola Av. Deep Canyon Rd. Arterial Street 52.000 0.79 C 0.70 B Fred Waring Dr. Deep Can Rd. Cook St. Arterial Street 52.000 0.96 E 0.87 D Fred Warin Dr. Cook SL Eldorado Dr. Arterial Street 52.000 0.91 E 0.81 D [Fr d Warin Dr. _ Eldorado Dr. California Dr. Arterial Street 52 000 0.90 D 0.83 D ed Wann Dr. California Dr. Warner Tr. Arterial Street 52,000 0.87 D 0.81 D d Wad Or. Wamer Tr, Washin ton St. Arterial Slreel 52.000 1.05 F 093 E d Warin Dr. Washin ton St. Jefferson St. Major Thorou hfare 32.000 110 F 1,00 E -1I I Bob H e Dr. Patkview Or. Arterial Street52.000 1.32 F 135 F -it1 Parkview Dr. Fred Warin Dr. Arterial Street 52,600 IA7 F 1.17 F SR-111 Fred Wnog Dr Desert Crossing Arterial Street 52.000 0.79 C 0.82 D 6R-111 _ Desert Crossing El PaseofTo m Center Wy. Arterial Street 52,000 0.80 C 0.84 0 9 SR-111 El Paseofrmn Center W. Plaza W. Arterial Slreel 52.000 0.71 C 0.76 C ➢w SR-1 t t Plaza W. MontereyAV. Anerial Street 52.000 0.75 C 0.80 C SR-1I I Montere Av. San Pablo AV. Arterial Street 52,000 0.91 E 0.97 E SR- 1 San Luis Re Av. Arterial Street 52,000 0.94 E 1.01 F SR-11111 San Luis Re San Pablo Av.Av. Portola Av. Artedai Street 52.000 1.00 E 1.06 F rn m o Y a) v a) g -0 a) c m 0 U) c U m r °a Y o V V U L E pa > = L Um L L c i✓ o w E Q C. rn rn m m 3 a2-i o N c t � m a) > X L a M O L L CL I. AG m m 3 r a) o m LLi c cto C Y L m cUm vwN g c ) Uti. L) ` �1 o cop 3 c O0)c3O i0L o ? co � m a O 0) a m -0= O c mE '0w mmo a F. 0 c m a) Q .-. O TO LONC° amNG Li �rmn 'w 0Z d HC Lto N Q0? 4 LW D>.. LLN-. _UZ W W'�N O O a) c c ° m O a) C.: ta °o L 2 3 m 2 W-0 mWmm o a) m L a) o E L o p O c n o a) -c ma a > Z � 0LL O m m O -p m 1 Q a _1 O O L Z O _ Q (D 3 > a c Qaam) mcfD c O E m E a) UU) m °m m oN o m m m t3 ° EE �T E 0 c • . a5 O o ° 3 C7 N a°i % a`> a�i c d c 3 00 E n E o n c a) m a)zg 3 m E m E o > > m (0 to C Q) d a) C N N -O 2 N a) O r O m m .N c O > O N > U Q ° E E m w .D � cv to o a Q E N Q a) E O O > O m C 1= N 2 (Q E m tT O m ° j T E a) CL > m a) '0 U fipq >a) L_ Zp ` 10 O 3 a ti a_m -0 L ' L_ m 3 TABLE 7.21CONTINUED) PALM DESERT PREFERRED ALTERNATIVE VOLUMEXAPACITY COMPARISON WITH WITHOUT INTERCHANGE INTERCHANGE ROADWAY ROADWAY SEGMENT FROM TO CLASSIFICATION CAPACITY VIC LOS VIC LOS SR-111 Portola Ay. El PaseolCabrft Av. Arterial Street 52,000 0.94 E 1.03 F SR-111 El Paseo/Cabdilo Av. Deep Canyon Rd. Arterial Sheet 52,000 1.16 F 1.24 F SR-111 Deep Canyon Rd. Hospitality Dr. Arterial Street 52,000 1.16 F 1.24 F SR-111 Hos ital' Dc Cook St. Aderial Street 52,000 i.i9 F 1.28 F 4_ SR-111 Cook St. Eldorado Dr. Arterial Street 52,000 1.27 F 1.39 F SR-111 Eldorado Dr. Miles A, Arterial Street 52,000 1.39 F 1 1.47 F Mesa View Dr. SR-74 Portola Av. Secondary Roadway 32,000 0.12 A 0.11 A MLA'.Rd. SR-74 Portola Av. Second; Roadway32,000 0.03 A 0.03- A 42nd Ay. Hoyle Ln.E. Cook St. Second; Roadway 32,000 0.11 A 0.11 A Hoyley Ln.West Monterey Av. Portola Av. Secondary Roadway 32,000 0.08 A 0.07 A 35th Av. Dinah Shore Dr. Unnamed Rd. -§Oconday Roadway 32,000 0.44 A 0.22 A Lucas Wa Dinah Shore Dr. 35th A, Second; Roadwa 32 000 0.12 A 0.14 A Unnamed Rd Dinah Shore Dr. 35M Av. Second; Roadwa 32,000 0.14 A 0.12 A California Dr. Fred Waring Dr. Warner Tr. Collector Street 14,000 0.10 A 0.10 A Warner Tr. Ay.of the Stales Fred Waring Dr. Collector Street 4.000 0.64 'B 0.67 B Bob Ho Dr. 18th Av. 20th Av. Secondary Roadway 32,000 0.1 A 0.19 - A J Bob Ho Dr. 200,A, 22nd Av. Secondary Ro dway 32 0.26 A 0.26 A Bob Hope Dr. 22nd Av. 30lh Av. Collector Street 14 0.59 A 0.59 A Dillon Rd. 16th Av, Dowell Ln. Arterial Street 52,000 0.05 A 0.04 A 20th Av. Bob Hope Dr, Dowell LA- Secondary Roadway 32,000 0.09 A 0.09 A 22nd Ay, Bob Hoe Dr, Dowell Ln. Secondary Roadwa 32, 0.02 A 0.02 A Dowell Ln. 20th A, 22nd Ay. SecondaryRoadwa 32,0 0.02 A 0.02 A. Dillon Rd. 20th Av. Dowell Ln. Arterial Street 52,000 0.05 A 0.04 A 20th A, Dowell Ln. Dillon Rd. Secondary Roadway 32,000 0.07 A 0.07 A 22nd Av. Dowell Ln, Dillon Rd. Secondary Roadway 32.000 0.01 A 0.00 A Dillon Rd. 20th A, 22nd Av. Arterial Street 52 0.06 A 0.06 A Eldorado Dr. Fred Waring Dr. Houle Ln.E. Arterial Street 52,000 0.05 A 0.03 A Dillon Rd. Thousand Palms Canyon Rd. InIo Dillon Rd. Arterial Street 52,000 0.03 A 0.03 A Thousand Palms Can on Rd.261h Ay. Dillon Rd. Collector Street 14,000 0.19 A 0.18 A Thousan kn s Can d Pa on Rd.26th Av, s/o 261h A, Collector Street 1 14,000 0.31 A 0.31 A 261h Av. Thousand Palms Canyon Rd. jelo Thousand Palms Can m Rd.Semndary Roadway32,000 0.04 A 0:04 A U.\U W obs\00055t&cefq00055-04.xlsjT7-2 o�W � maa w V V se C•psam W W is Noo: N CS� moo• _-, o T , Q � Z = W o 1 6'LL 8'Li W > -_ '3AV VIOIHOd ul a V {J 1 W o '�1pry LU Q to O p Q ^ �•9 AM sYJnI IM i s W N S 4"s SLE L'49 j_g'�Y�4f5_ilM E_ps E 6E ry N o m'3AV A3H31NOW L'Eb M � o YQ O O to OC W CC � a m _A �g E Oz � 90 a o 6 BE TIE � 3dOH 808 W 3 � F iD O a2` d U W Za itm a N tw V a z v ILW W "IS MOOD Ilf Z Q � z S W O 9's� a 1 Z£ 8'6Z '3Atl VIOlHOd W o V YID / J c W W ' i> r H bIQ leO? �1= N 1� r W e i v, ii"N Tob b's TIE £B6 0 '3AV A3H31NOW l'94 A DIY o � c� t 0 cc M G Z o 0 tj� LL OC m fg 9 E 0. o . O s'LE 9'8E u � O v 'HO 3dOH 809 No 9 ~ T O w f a ° w E p U LL U m m U U U m U LL U m U p U , O U a J � W a. f/) g U ro n N N � ` W H ZW 7o E N q o U In J - w N. 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