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FINAL ENVIRONMENTAL IMPACT STATEMENT/REPORT

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VOLUME I

Summary	838 kb
Table of Contents	70 kb
List of Exhibits	89 kb
Chapter One: Purpose and Need

Chapter Two: Project Alternatives

Chapter Three: Affected Environment, Environmental Consequences, and Avoidance, Minimization and Mitigation Measures

Chapter Four: California Environmental Quality Act (CEQA) Evaluation

Chapter Five: Cumulative Impacts Analysis

Chapter Six: Public and Agency Involvement Process/Native American Tribal Coordination

Chapter Seven: Final Section 4(F)

Chapter Eight: Distribution List	94 kb
Chapter Nine: References	212 kb
Chapter Ten: List of Preparers	106 kb
Index	44 kb

VOLUME II - Appendices A-K

A - Title VI	81 kb
B - Alternative Plan Sheets	26 MB
C - Visual Impact Assessment	1.4 MB
D - Cultural Resources: Potential Impacts within the APE	448 kb
E - Public Activities, Meetings and Summary of Public Comments	591 kb
F - List of Acronyms and Abbreviations	78 kb
G - Glossary of Terms	113 kb
H - Notices and Letters	562 kb
I - Section 106 Programmatic Agreement and Coordination Letters	1.5 MB
J - Summary of Relocation Benefits	75 kb
K - Minimization and Mitigation Summary	6.3 MB

VOLUME III - Appendix L

L - Comments on DEIS/R and Responses


Technical Studies and Addenda
Final Air Quality Study November 2004	19 MB
Final Community Impact Assessment August 2005	14 MB
- Addendum September 2006	14 MB
Final Preliminary Geotechnical Report October 2004	21 MB
Final Preliminary Site Investigation October 2004	33 MB
Final Hydrology and Water Resources Technical Report October 2004	9.3 MB
Final Natural Environmental Study July 2005	17 MB
Final Noise and Vibration Study December 2004	36 MB
- Addendum September 2006	1.4 MB
Final Parking Impact Analysis September 2004	18 MB
- Addendum October 2006	364 kb
Final Preliminary Tunnel Systems Report October 2004	10 MB
Final Traffic and Transit Operations Report December 2004	18 MB
- Addendum October 2006	893 kb
Final Visual Impact Assessment September 2004	17 MB
Final Finding of Effect December 2005	65 MB

- Addendum April 2007

14.0 MB

LIST OF EXHIBITS
View List of Exhibits

1-1 Regional Context of Doyle Drive

1-2 Doyle Drive and the Presidio

1-3 Need for this Project

1-4 Main Doyle Drive Structures

1-5 Location of Doyle Drive Viaducts and other Key Features

1-6 Current and Projected Presidio Users

1-7 State of California Transportation Funding Programs

1-8 Proposed and Committed Funding Sources and Levels ($ in millions)

2-1 Doyle Drive Project Area and Potential Construction Limits

2-2 Evaluation Criteria Used to Identify Alternatives

2-3 Evaluation Process Flowchart

2-4 Example of Context Sensitive Design/Solutions and the Doyle Drive Project

2-5 Retrofit without Widening

2-6 Retrofit with Widening Alternative

2-7 Transit Exclusive Alternative

2-8 Veterans Boulevard (Highway 1) Alternative

2-9 Doyle Drive Boulevard Alternative

2-10 Lombard to Lincoln Alternative

2-11 North of Corridor Alternative

2-12 In Corridor – Phased Construction Alternative: Elevated

2-13 In Corridor – Phased Construction Alternative: At-Grade

2-14 In Corridor – Phased Construction Alternative: Depressed

2-15 In Corridor – Phased Construction Alternative: Tunnel

2-16 In Corridor – Detour Construction Alternative: Elevated

2-17 In Corridor – Detour Construction Alternative: At-Grade

2-18 In Corridor – Detour Construction Alternative: Depressed

2-19 In Corridor – Detour Construction Alternative: Tunnel

2-20 Access Options Considered

2-21 Comparison of Construction Costs (in 2005 dollars)

2-22 Alternative 1: No-Build

2-23 Alternative 1, No-Build: Plan

2-24 Alternative 1, No-Build: Typical Cross Section

2-25 Alternative 2: Replace and Widen

2-26 Alternative 2, Replace and Widen: Plan

2-27 Alternative 2, Replace and Widen: Cross Section

2-28 Alternative 5: Presidio Parkway

2-29 Alternative 5, Presidio Parkway: Plan

2-30 Alternative 5, Presidio Parkway: Cross Section

2-31 Preferred Alternative: Refined Presidio Parkway

2-32 Preferred Alternative: Refined Presidio Parkway: Plan

2-33 Preferred Alternative: Refined Presidio Parkway: Cross Section

2-34 Alternative 5: Presidio Parkway – 1.2m High Tide Criteria

2-35 Alternative 5: Presidio Parkway – 3.4m Tsunami Criteria

2-36 Preferred Alternative – 3.4m Tsunami Criteria

2-37 Comparison of Alternatives: Earthwork/Excavation

2-38 Estimated Construction Costs of Project Alternatives (in year of expenditure dollars)

2-39 Alternative 2, Replace and Widen – No Detour: Construction Staging Plan

2-40 Alternative 2, Replace and Widen – With Detour: Construction Staging Plan

2-41 Alternative 5, Presidio Parkway Construction Staging Plan

2-42 Short-Term Roadway Closures During Construction : Low Traffic Volume Hours

2-43 Potential Long-Term Roadway Closures

2-44 Construction Staging Areas – Preferred Alternative

2-45 Construction Duration – Preferred Alternative

2-46 Preferred Alternative Construction Staging – Stage One, Phase One and Two

2-47 Preferred Alternative Construction Staging – Stage One Transition, Full Weekend Closure

2-48 Preferred Alternative Construction Staging – Stage Two

2-49 Preferred Alternative Construction Staging – Stage Two Transition, Full Weekend Closure

2-50 Preferred Alternative Construction Staging – Stage Three

2-51 Short-Term Roadway Closures During Construction: Low Traffic Volume Hours

2-52 Long-Term Roadway Closures

3-1 Environmental and Community Resources

3-2 Presidio Planning Areas

3-3 Existing Land Use

3-4 No-Build Alternative – Area Available for Marsh Restoration

3-5 Replace and Widen Alternative – No-Detour Option – Area Available for Marsh Restoration

3-6 Presidio Parkway Alternative – Area Available for Marsh Restoration

3-7 Preferred Alternative – Area Available for Marsh Restoration

3-8 Recreational Features in the Presidio

3-9 Census Tract Study Area

3-10 Potential Project Construction Employment

3-11 Employees Permanently Displaced

3-12 Employees Permanently Displaced by Alternative

3-13 Parking Study Areas

3-14 Existing Parking Conditions (Year 2006)

3-15 Temporary Parking Impacts (Year 2010)

3-16 Permanent Parking Impacts (Year 2030)

3-17 Buildings Temporarily Removed and Returned or Permanently Removed by Alternative

3-18 Population and Race Characteristics 2000

3-19 Poverty Status 2000

3-20 Level of Service Criteria

3-21 Intersection Level of Service for Existing Conditions

3-22 Peak Hour Highway Segment Level of Service of Existing Conditions

3-23 Peak Hour Urban Street Segment Level of Service for Existing Condition

3-24 Weaving Segment Level of Service for Existing Condition

3-25 AM Peak Hour Intersection Level of Service Results by Alternative

3-26 PM Peak Hour Intersection Level of Service Results by Alternative

3-27 Weekend Peak Hour Intersection Level of Service Results by Alternative

3-28 Highway Segment Level of Service – AM Peak Hour

3-29 Highway Segment Level of Service – PM Peak Hour

3-30 Highway Segment Level of Service – Weekend Peak Hour

3-31 Urban Street Segment Level of Service – AM Peak Hour

3-32 Urban Street Segment Level of Service – PM Peak Hour

3-33 Urban Street Segment Level of Service – Weekend Peak Hour

3-34 Weaving Analysis

3-35 Urban Street Segment Level of Service – Preferred Alternative AM Condition

3-36 Urban Street Segment Level of Service – Preferred Alternative PM Condition

3-37 Additional AM Peak Hour Intersection Level of Service Results by Alternative

3-38 Additional PM Peak Hour Intersection Level of Service Results by Alternative

3-39 Summary of Effects on Visual Quality by Viewpoint

3-40 General Location of Viewpoints

3-41 Viewpoint 2: Richardson Avenue at Bay Street

3-42 Viewpoint 6: Mason Street East

3-43 Viewpoint 14: Halleck Northwest

3-44 Viewpoint 15: Girard Road

3-45 Viewpoint 17: Calvary Stables West

3-46 Doyle Drive Project Area of Potential Effect (APE)

3-47 Tennessee Hollow Watershed

3-48 Main Post Tunnel

3-49 Geologic Cross-Section Showing Groundwater Flow Conditions in the Vicinity of the Bluffs

3-50 General Location of Topographic Features

3-51 General Location of Project Stations

3-52 Potential Areas of Soil Liquefaction

3-53 Summary of Disturbance of Native Sol and Rock

3-54 Hazardous Material Sites within the Study Area

3-55 Summary of Monitoring Data for San Francisco (Arkansas Street Monitoring Station), 2000-2003

3-56 Estimated Vehicle Miles Traveled at Peak Times

3-57 Everyday Noise Levels

3-58 Activity Categories and Noise Abatement Criteria

3-59 Long-Term Noise Measurements

3-60 Short-Term Noise Measurements for Selected Areas

3-61 Long-Term Monitoring Locations, 2002

3-62 Short-Term Noise Measurement Locations, 2004

3-63 Noise Receptor Predictor Locations

3-64 Typical Noise Levels of Construction Equipment

3-65 Predicted Traffic Noise Levels During the Temporary Construction Detour (TCD) Phase

3-66 Predicted Traffic Noise Levels

3-67 Alternative 2 – Predicted Traffic Noise Levels Receptors that will Approach, Equal, or Exceed NAC

3-68 Alternative 5 (Diamond Option) – Predicted Traffic Noise Levels Receptors that will Approach, Equal, or Exceed NAC

3-69 Predicted Traffic Noise Levels during operation of Preferred Alternative (PA)

3-70 Noise Barrier Preliminary Reasonableness Determination

3-71 Effects of Continuous Vibration on People and Buildings

3-72 Measurement Locations Descriptions

3-73 Vibration Source Levels for Construction Equipment

3-74 Existing and Future AM and PM Peak Hour Traffic Volumes on Doyle Drive

3-75 Energy Consumption Rates

3-76 Estimates of Annual Indirect Energy Consumption in Year 2030

3-77 Estimates of Annual Direct Energy Consumption in Year 2030

3-78 Existing Plant Communities in Project Study Area and Doyle Drive Construction Corridor

3-79 Native Vegetation

3-80 Direct Temporary Impacts to Plant Communities other than Wetlands

3-81 Direct Permanent Impacts to Plant Communities other than Wetlands

3-82 Water-Associated Features

3-83 Summary of USACE Jurisdictional Waters of the U.S. and NPS/Trust Cowardin Wetlands in the Project Study Area

3-84 Temporary Wetland Impacts in the Doyle Drive Construction Corridor by Alternative

3-85 Permanent Wetland Impacts by Alternative

3-86 Special-Status Species in the Doyle Drive Project Study Area

3-87 Special Status Plants

3-88 Non-Native Introduced Forest and Ornamental Wildlife Habitat

3-89 Common Bird Species in the Presidio

3-90 Common Mammals Observed or Likely to be in the Presidio

4-1 Determination of the Level of Significance for Environmental Impacts of the Doyle Drive Project under CEQA

5-1 Summary of Cumulative Effects

6-1 Invited Members: CAC Subcommittee

6-2 Invited Members: Agency Working Group

6-3 Ohlone Outreach Activities

6-4 Listing of Public Outreach Meetings

6-5 Number of Comments by Subject/Resource Area

6-6 Summary of Public Comments by Project Alternatives

7-1 Doyle Drive Project Location Map

7-2 Section 4(f) Resources

7-3 Trails and Bicycle Connections in the Presidio

7-4 Presidio NHLD Contributing Buildings, Structures, and Objects within the Doyle Drive Corridor

7-5 Building 670

7-6 Mason Street Warehouses

7-7 Main Post, Vicinity of Halleck Street, Building 201

7-8 Main Post, Vicinity of Halleck Street, Building 204

7-9 Main Post, Vicinity of Halleck Street, Building 228

7-10 Main Post, Vicinity of Halleck Street, Building 230

7-11 Buildings 1151 and 1152

7-12 Halleck Street

7-13 Presidio Viaduct

7-14 Marina Viaduct

7-15 The Marina Green

7-16 Land Required for Permanent Right-of-Way for Project Alternatives

7-17 Trail and Bikeway Connections

7-18 Use of Building 1151 with Presidio Parkway Alternative – Circle Drive Option

7-19 Actions Causing Section 4(f) Use of NHLD Resources

7-20 Temporary Use of Buildings 1182-1185 with Replace and Widen Alternative – No Detour Option

7-21 Use of Building 201 with Presidio Parkway Alternative

7-22 Use of Building 204 with Presidio Parkway Alternative

7-23 Use of Building 230 with Presidio Parkway Alternative

7-24 Use of Building 670 with Presidio Parkway Alternative

7-25 Use of Building 201 with Preferred Alternative

7-26 Use of Building 204 with Preferred Alternative

7-27 Use of Building 230 with Preferred Alternative

7-28 Use of Building 670 with Preferred Alternative