Toll Gate Creek Flood Warning Plan Toll Gate Creek Flood Warning Plan

Total Page:16

File Type:pdf, Size:1020Kb

Toll Gate Creek Flood Warning Plan Toll Gate Creek Flood Warning Plan TOLL GATE CREEK FLOOD WARNING PLAN TOLL GATE CREEK FLOOD WARNING PLAN TABLE OF CONTENTS I. INTRODUCTION ........................................................................................................................................... I-1 II. THE DRAINAGE BASIN............................................................................................................................. II-1 DRAINAGE BASIN DESCRIPTION ............................................................................................................................. II-1 EXISTING FLOOD CONTROL FACILITIES ................................................................................................................... II-5 FLOOD HISTORY .................................................................................................................................................... II-6 FLOOD HYDROLOGY .............................................................................................................................................. II-7 FLOODING EXTENT (100-YEAR FLOODPLAIN) ..................................................................................................... II-24 III. DECISION AIDS ..................................................................................................................................... III-1 GENERAL ............................................................................................................................................................. III-1 THE DECISION MAKING PROCESS ........................................................................................................................ III-3 PROBLEM AREAS & RUNOFF RESPONSE TIMING .................................................................................................. III-7 IV. REQUIRED ELEMENTS OF THE WARNING PLAN ...................................................................... IV-1 DETECTION AND EVALUATION OF THE FLOOD THREAT ....................................................................................... IV-1 DISSEMINATION OF WARNINGS, WATCHES AND ADVISORIES TO THE PUBLIC ...................................................... IV-3 RESPONSE OF THE PUBLIC TO THE WARNING ....................................................................................................... IV-5 V. COMMUNICATIONS .................................................................................................................................. V-1 VI. METEOROLOGICAL SUPPORT ........................................................................................................ VI-1 VII. FLOOD THREAT RECOGNITION AND WARNING PROCESS ................................................. VII-1 DETECTION AND EVALUATION OF THE FLOOD THREAT ...................................................................................... VII-1 DISSEMINATION OF THE WARNING ...................................................................................................................... VII-1 STEP-BY-STEP PROCEDURE ................................................................................................................................ VII-2 VIII. PROCEDURES AND GENERAL RESPONSIBILITIES ................................................................ VIII-1 NATIONAL WEATHER SERVICE AND PRIVATE METEOROLOGICAL SERVICE ...................................................... VIII-1 CITY OF AURORA .............................................................................................................................................. VIII-3 MULTI-AGENCY COORDINATING SYSTEM (MACS) .......................................................................................... VIII-9 FLOOD MODES ................................................................................................................................................ VIII-10 IX. PUBLIC DISSEMINATION .................................................................................................................. IX-1 X. MEDIA CONTACTS .................................................................................................................................... X-1 XI. ANNUAL REVISIONS AND PRACTICES .......................................................................................... XI-1 Toll Gate Creek Flood Warning Plan.doc ii (April 2009) TOLL GATE CREEK FLOOD WARNING PLAN LIST OF FIGURES FIGURE II-1 TOLL GATE CREEK WATERSHED ........................................................................................................ II-4 FIGURE II-2 EAST TOLL GATE CREEK PEAK DISCHARGE (EXISTING CONDITIONS) ................................................ II-8 FIGURE II-3 WEST TOLL GATE CREEK PEAK DISCHARGE (EXISTING CONDITIONS) ............................................... II-9 FIGURE II-4 EAST TOLL GATE CREEK PEAK DISCHARGE (FUTURE CONDITIONS)................................................. II-10 FIGURE II-5 WEST TOLL GATE CREEK PEAK DISCHARGE (FUTURE CONDITIONS) ............................................... II-11 FIGURE II-6 TOLL GATE CREEK WATERSHED – MODELED PEAK FLOWS (CFS) .................................................... II-12 FIGURE II-7 LOWER TOLL GATE CREEK HYDROGRAPHS (EXISTING AND FUTURE CONDITIONS) .......................... II-13 FIGURE II-8 LOWER TOLL GATE CREEK HYDROGRAPHS (CONT.) ........................................................................ II-14 FIGURE II-9 WEST TOLL GATE CREEK HYDROGRAPHS (EXISTING AND FUTURE CONDITIONS) ............................ II-15 FIGURE II-10 WEST TOLL GATE CREEK HYDROGRAPHS (CONT.) ...................................................................... II-16 FIGURE II-11 WEST TOLL GATE CREEK HYDROGRAPHS (CONT.) ...................................................................... II-17 FIGURE II-12 WEST TOLL GATE CREEK HYDROGRAPHS (CONT.) ...................................................................... II-18 FIGURE II-13 EAST TOLL GATE CREEK HYDROGRAPHS (EXISTING AND FUTURE CONDITIONS) ........................ II-19 FIGURE II-14 EAST TOLL GATE CREEK HYDROGRAPHS (CONT.) ....................................................................... II-20 FIGURE II-15 EAST TOLL GATE CREEK HYDROGRAPHS (CONT.) ....................................................................... II-21 FIGURE II-16 EAST TOLL GATE CREEK HYDROGRAPHS (CONT.) ....................................................................... II-22 FIGURE II-17 GRANBY DRAINAGEWAY HYDROGRAPHS (EXISTING AND FUTURE CONDITIONS) ........................ II-23 FIGURE II-18 TOLL GATE AT 6TH AVENUE ......................................................................................................... II-25 FIGURE II-19 WEST TOLL GATE AT MEXICO AVENUE ....................................................................................... II-26 FIGURE II-20 WEST TOLL GATE AT CONFLUENCE POND ................................................................................... II-27 FIGURE II-21 NO NAME TRIBUTARY AT QUINCY AVENUE ................................................................................ II-28 FIGURE II-22 SABLE DITCH AT 18TH AVENUE ................................................................................................... II-29 FIGURE II-23 GRANBY DITCH AT 6TH AVENUE ................................................................................................. II-30 FIGURE II-24 EAST TOLL GATE AT BUCKLEY ROAD .......................................................................................... II-31 FIGURE III-1 ALERT FLOOD DETECTION NETWORK ........................................................................................ III-4 FIGURE III-2 HYDROLOGIC FORECAST POINT GUIDANCE ................................................................................. III-6 FIGURE III-3 APPROXIMATE LOCATION OF FLOOD HAZARD AREAS ................................................................. III-8 FIGURE III-4 TYPICAL ALERT STREAM GAGE GRAPHICS .............................................................................. III-17 FIGURE III-5 STORM DRAINAGE OPERATIONS RESPONSE AREAS (AUGUST 1992) .......................................... III-18 FIGURE III-6 STORM DRAINAGE OPERATIONS PLAN (AUGUST 1992) ............................................................. III-19 FIGURE V-1 INTERNAL COMMUNICATIONS FLOW CHART...................................................................................... V-3 FIGURE VIII-1 EXCERPT: AURORA – EOP - FLASH FLOOD ANNEX (AUGUST 1992) ......................................... VIII-4 Toll Gate Creek Flood Warning Plan.doc iii (April 2009) LIST OF TABLES TABLE II-1 DESIGN RAINFALL (TOTAL DEPTHS IN INCHES) .................................................................................... II-3 TABLE II-2 QUINCY RESERVOIR FLOOD DETENTION RATING CURVE ................................................................... II-5 TABLE II-3 HISTORIC FLOODING/HIGH WATER MEASUREMENTS ......................................................................... II-7 TABLE III-1 TOLL GATE CREEK ALERT FLOOD DETECTION NETWORK .............................................................. III-5 TABLE III-2 URBAN FLASH FLOOD GUIDANCE ..................................................................................................... III-5 TABLE III-3 CONVECTIVE STORM CHARACTERISTICS (ALL DEPTHS IN INCHES) ................................................... III-5 TABLE III-4 HYDROLOGIC FORECAST POINT LOCATION DESCRIPTIONS ............................................................... III-7
Recommended publications
  • CODE of COLORADO REGULATIONS 8 CCR 1507-25 Division of State Patrol
    DEPARTMENT OF PUBLIC SAFETY Division of State Patrol RULES AND REGULATIONS CONCERNING THE PERMITTING, ROUTING & TRANSPORTATION OF HAZARDOUS AND NUCLEAR MATERIALS AND THE INTRASTATE TRANSPORTATION OF AGRICULTURAL PRODUCTS IN THE STATE OF COLORADO 8 CCR 1507-25 [Editor’s Notes follow the text of the rules at the end of this CCR Document.] _________________________________________________________________________ AUTHORITY The Chief of the Colorado State Patrol (CSP) is authorized by §42-20-108 (1) and (2) and §§42-20-403, 504, and 508, CRS, to promulgate rules and regulations for the permitting, routing and safe transportation of hazardous and nuclear materials by motor vehicle within the state of Colorado, both in interstate and intrastate transportation. Pursuant to §42-20-108.5, CRS, the Chief of the CSP is authorized to adopt rules and regulations which exempt agricultural products from the hazardous materials rules. APPLICABILITY These rules and regulations shall apply to all persons who transport, ship or cause to be transported or shipped, a hazardous material by motor vehicle over the public roads of this state. COMPLIANCE WITH 8 CCR 1507-1 All commercial vehicles that transport hazardous and/or nuclear materials shall comply with the rules and regulations found at 8 CCR 1507-1, Concerning the Minimum Standards for the Operation of Commercial Vehicles. GENERAL DEFINITIONS Unless otherwise specified, definitions of general applicability throughout these rules are: Enforcement Official: As identified within §42-20-103 (2), CRS, the definition of enforcement official is limited to a peace officer who is an officer of the CSP as described in §§16-2.5-101 and 114, CRS; a certified peace officer who is a certified Port of Entry (POE) officer as described in §§16-2.5-101 and 115, CRS; a peace officer who is an investigating official of the Public Utilities Commission (PUC) transportation section as described in §§16-2.5-101 and 143, CRS; or any peace officer as described in §16-2.5-101, CRS.
    [Show full text]
  • Dayton Valley Development Guidelines Final Draft
    FINAL DRAFT Dayton Valley Development Guidelines Supplement to the Dayton Valley Area Drainage Master Plan prepared for August Lyon County | Storey County | 2019 Carson Water Subconservancy District i FINAL DRAFT Table of Contents 1 Introduction .......................................................................................................................................... 1 1.1 Background and Rationale ............................................................................................................ 3 1.1.1 More Frequent Flooding ....................................................................................................... 3 1.1.2 Larger Flood Peaks ................................................................................................................ 3 1.1.3 Scour and Erosion ................................................................................................................. 3 1.1.4 Flow Diversion ....................................................................................................................... 3 1.1.5 Flow Concentration ............................................................................................................... 3 1.1.6 Expanded Floodplains ........................................................................................................... 3 1.1.7 Reduced Surface Storage ...................................................................................................... 3 1.1.8 Decreased Ground Water Recharge ....................................................................................
    [Show full text]
  • Residence Inn Hotel Aurora, CO Traffic Impact Study
    Residence Inn Hotel Aurora, CO Traffic Impact Study Prepared For: Shiva Investments LLC 800 S. Abilene Street Aurora, CO 80012 City of Aurora Public Works Department 15151 E. Alameda Parkway, Suite 3200 Aurora, CO 80012 Prepared By: JR Engineering, LLC 7200 S. Alton Way, C400 Centennial, CO 80112 Contact: Eli Farney, PE, PTOE August 24, 2018 Residence Inn Hotel Aurora, CO Table of Contents Section 1: Introduction ........................................................................................................ 1 Section 2: Existing Conditions............................................................................................ 1 Proposed Zoning ............................................................................................................. 2 Study Area Boundaries ................................................................................................... 4 Existing Roadway and Transportation Network Description ......................................... 4 Data Collection ............................................................................................................... 5 Section 3: Proposed Conditions .......................................................................................... 7 Trip Generation ............................................................................................................... 7 Project Trip Distribution ................................................................................................. 7 Project Trip Assignment ................................................................................................
    [Show full text]
  • Concept of Operations Draft V04: 9/2015 I-70 East Tolled Express Lanes
    Concept of Operations Draft V04: 9/2015 I-70 East Tolled Express Lanes VERSION CONTROL DATE VERSION AUTHOR COMMENTS (INCLUDING REVIEW HISTORY) M. Moradi, A. Skinner, K. DePinto, D. Sprague, D. June 2015 Draft V0.1 R. Harb Liddle August 2015 Draft V0.3 M. Moradi Comments September Draft V0.4 R. Harb Comments reviews 2015 Concept of Operations i Draft V0.4 ACRONYMS ACRONYM DESCRIPTION AASHTO American Association of State Highway and Transportation Officials AET All Electronic Tolling ALPR Automatic License Plate Recognition ATM Active Traffic Management ATMS Advanced Traffic Management System ATR Automatic Traffic Recorder AVI Automatic Vehicle Identification AVC Automatic Vehicle Classification BOS Back Office System CCTV Closed-Circuit Television CDOT Colorado Department of Transportation CSC Customer Service Center CSP Colorado State Patrol CTMC Colorado Transportation Management Center CTMS Colorado Transportation Management System DMV Department of Motor Vehicles DRCOG Denver Regional Council of Governments DWL Double White Line Crossing E-470 E-470 Public Highway Authority ELOM Express Lanes Operations Manager ETC Electronic Toll Collection ETTM Electronic Tolling and Traffic Management FHWA Federal Highway Administration Free Flow Traffic moving freely without significant oscillation in average speed GP lanes General-Purpose Lanes HOT High Occupancy Toll HOV High Occupancy Vehicle HOV 2+ Two-or-more Person Carpool HOV 3+ Three-or-more Person Carpool HPTE High Performance Transportation Enterprise ICD Interface Control Document ILEV
    [Show full text]
  • Upper Susquehanna River Basin Flood Damage Reduction Study
    Final Fish and Wildlife Coordination Act Report Upper Susquehanna Comprehensive Flood Damage Reduction Study Prepared For: U.S. Army Corps of Engineers Prepared By: Department of the Interior U.S. Fish and Wildlife Service New York Field Office Cortland, New York Preparers: Anne Secord & Andy Lowell New York Field Office Supervisor: David Stilwell February 2019 EXECUTIVE SUMMARY Flooding in the Upper Susquehanna watershed of New York State frequently causes damage to infrastructure that has been built within flood-prone areas. This report identifies a suite of watershed activities, such as urban development, wetland elimination, stream alterations, and certain agricultural practices that have contributed to flooding of developed areas. Structural flood control measures, such as dams, levees, and floodwalls have been constructed, but are insufficient to address all floodwater-human conflicts. The U.S. Army Corps of Engineers (USACE) is evaluating a number of new structural and non-structural measures to reduce flood damages in the watershed. The New York State Department of Environmental Conservation (NYSDEC) is the “local sponsor” for this study and provides half of the study funding. New structural flood control measures that USACE is evaluating for the watershed largely consist of new levees/floodwalls, rebuilding levees/floodwalls, snagging and clearing of woody material from rivers and removing riverine shoals. Non-structural measures being evaluated include elevating structures, acquisition of structures and property, relocating at-risk structures, developing land use plans and flood proofing. Some of the proposed structural measures, if implemented as proposed, have the potential to adversely impact riparian habitat, wetlands, and riverine aquatic habitat. In addition to the alternatives currently being considered by the USACE, the U.S.
    [Show full text]
  • I-25 Central Planning and Environmental Linkages (PEL) Study
    Existing Conditions Assessment I-25 Central Planning and Environmental Linkages (PEL) Study 2829 W. Howard Pl. Denver, CO 80204 [email protected] i25centralpel.codot.us This page intentionally left blank. Existing Conditions Assessment Contents Introduction .......................................................................................................................................... 1 Study Location and Description ........................................................................................................ 1 Public and Stakeholder Engagement ............................................................................................... 3 Feedback Received To-Date ...................................................................................................... 5 Transportation Planning Context ....................................................................................................... 7 The History of I-25 Central ............................................................................................................... 7 Existing Land Use Context ............................................................................................................... 7 Section 1: 20th Street to Colfax Avenue ..................................................................................... 8 Section 2: Colfax Avenue to US 6/6th Avenue ............................................................................ 8 Section 3: US 6/6th Avenue to Santa Fe Drive/US 85 .............................................................
    [Show full text]
  • Code of Colorado Regulations
    AUTHORITY The Chief of the Colorado State Patrol is authorized by the provisions of §42-20-108(1) and (2) and §42- 20-403, 42-20-504 and 42-20-508 C.R.S., to promulgate rules and regulations for the permitting, routing, and safe transportation of hazardous and nuclear materials by motor vehicle within the State of Colorado, both in interstate and intrastate transportation. Pursuant to §42-20-108.5 C.R.S., the Chief is authorized to adopt rules and regulations which exempt agricultural products from the hazardous materials rules. APPLICABILITY These rules and regulations shall apply to all individuals, corporations, government or governmental subdivisions or agencies, partnerships or associations, or other legal entities who transports, ships or causes to be transported or shipped, a hazardous material as defined in 49 C.F.R., Part 171.8 by motor vehicle over the public roads of this state. NOTE: All commercial vehicles that transport hazardous and/or nuclear materials shall first comply with the rules and regulations found at 8 CCR 1507-1, Minimum Standards for the Operation of Commercial Vehicles. I HAZARDOUS MATERIALS TRANSPORTATION HMT 1 APPLICATION OF TITLE 49. C.F.R. A. Any person, as defined in §42-20-103(6), C.R.S., transporting hazardous materials by motor vehicle must comply with the provisions of Title 49, C.F.R., Parts 107, 171,172,173,177,178,180,387, and 397, as revised October 1,2003, which parts are hereby adopted by reference. B. All references to federal agencies and authorized personnel contained in Title 49, C.F.R., and adopted by reference herein, shall also be construed to mean the officials and their agencies identified in the definition of “Enforcement Official” contained in Title 42, Article 20, C.R.S.
    [Show full text]
  • Stop Log Flood Barriers
    PRODUCT STOP LOG FLOOD BARRIERS Flood Control International Incorporated offers removable stop log barriers that are engineered to provide similar levels of protection to permanent flood defenses, but with the distinct advantage of being fully removable when not required. They comprise aluminum panels that are inserted into steel channels. Custom made clamps compress specialist gaskets to create a reliable barrier against flood water. These stop log barriers can be supplied for virtually any configuration including arcs, closed rectangles or circles and straight runs of any length. The system can be used on slopes up to 20° and can be stepped for steeper gradients. USES Each system is load calculated based on application and the prevailing flood • Single building openings. conditions and can be configured for flood depths up to 13 feet. A four-sided • Openings in flood walls. detail is available for openings that may become fully submerged. • Stainless / aluminum system for marine environments. To facilitate installation in new builds, we can supply preformed ground plates • Fully removable perimeter defense to with integral anchors for the demountable supports. The systems can be buildings. also retrospectively fitted to suitable existing foundations in which case load • A ‘usually stored’ system for erection certified, chemically fixed sleeve anchors are used to attach the demountable when flood warnings received. supports. This leaves only stainless steel bolt blanks at each post BENEFITS location. Due to the strength of our beams, this can • Low cost system. be at 10 feet spacing. • Lightweight - sections allow safe lifting of 10ft beams by one person for rapid Purpose designed gaskets that resist silt clogging and reform even after deployment.
    [Show full text]
  • Umbrella Empr: Flood Control and Drainage
    I. COVERSHEET FOR ENVIRONMENTAL MITIGATION PLAN & REPORT (UMBRELLA EMPR: FLOOD CONTROL AND DRAINAGE) USAID MISSION SO # and Title: __________________________________ Title of IP Activity: __________________________________________________ IP Name: __ __________________________________________________ Funding Period: FY______ - FY______ Resource Levels (US$): ______________________ Report Prepared by: Name:__________________________ Date: ____________ Date of Previous EMPR: _________________ (if any) Status of Fulfilling Mitigation Measures and Monitoring: _____ Initial EMPR describing mitigation plan is attached (Yes or No). _____ Annual EMPR describing status of mitigation measures is established and attached (Yes or No). _____ Certain mitigation conditions could not be satisfied and remedial action has been provided within the EMPR (Yes or No). USAID Mission Clearance of EMPR: Contracting Officer’s Technical Representative:__________ Date: ______________ Mission Environmental Officer: _______________________ Date: ______________ ( ) Regional Environmental Advisor: _______________________ Date: ______________ ( ) List of CHF Haiti projects covered in this UEMPR (Flood Control and Drainage) 1 2 1. Background, Rationale and Outputs/Results Expected: According to Richard Haggerty’s country study on Haiti from 1989, in 1925, 60% of Haiti’s original forests covered the country. Since then, the population has cut down all but an estimated 2% of its original forest cover. The fact that many of Haiti’s hillsides have been deforested has caused several flooding problems for cities and other communities located in critical watershed and flood-plain areas during recent hurricane seasons. The 2008 hurricane season was particularly devastating for Haiti, where over 800 people were killed by four consecutive tropical storms or hurricanes (Fay, Gustav, Hanna, and Ike) which also destroyed infrastructure and caused severe crop losses. In 2004, tropical storm Jeanne killed an estimated 3,000 people, most in Gonaives.
    [Show full text]
  • Use Water to Fight Water
    Use Water to Fight Water QUALITY IS REMEMBERED LONG AFTER PRICE IS FORGOTTEN... www.internationalfloodcontrol.com | www.usfloodcontrol.com THE TIGER DAMTM SYSTEM Due to an ever increasing demand for an innovative alternative to sandbags, U.S. Flood Control Corp. developed a simple rapid deployment system designed to act as a temporary emergency diversion dam suitable for use in a wide variety of situations. The Tiger Dam™ is the only engineered flood control solution on the market. The Tiger Dam™ is the ONLY system that is patented to join together to form a dam of any length and is the ONLY system that is stackable, from 19” to 32’ in height. The Tiger Dam™ can be filled in minutes, with minimal man power and no heavy equipment. The Tiger Dam™ System is a UV rated re-usable system that leaves NO environmental foot print behind. The Tiger Dam™ is used to create temporary dykes, protect critical infrastructure, divert river flow, keep roads open and protect essential utilities…..among a host of other applications. The rapid deployment system is both labor and energy efficient You will find, as have other Emergency Managers that the as well as environmentally friendly when compared Tiger Dam™ of any size will be a valuable tool to your teams to sandbags. flood fighting efforts and as part of your long term mitigation planning. In all Government and independent engineering Thanks to applying the principle “water against water”, it is no tests, when anchored with our patented anchoring system, the longer necessary to build sandbag dams. The Tiger Dam™ can Tiger Dam™ proved to be the most stable product in the flood be a great help for all rescue units as they may be deployed control business.
    [Show full text]
  • River Island Park to Manville Dam – Beginner Tour, Rhode Island
    BLACKSTONE RIVER & CANAL GUIDE River Island Park to Manville Dam – Beginner Tour, Rhode Island [Map: USGS Pawtucket] Level . Beginner Start . River Island Park, Woonsocket, RI R iv End . Manville Dam, Cumberland, RI e r River Miles . 4.2 one way S t r Social St Time . 1-2 hours e reet e Ro t ute Description. Flatwater, Class I-II rapids 104 Commission Scenery. Urban, Forested Offices Thundermist Portages . None treet Dam in S !CAUTION! BVTC Tour Ma Rapids R o Boat Dock u A trip past historic mills and wooded banks. C t o e ur 1 Market t S 2 This is probably the most challenging of our beginner tours. t 6 Square 0 miles R ou This segment travels through the heart of downtown Woonsocket in the B te Woonsocket e 1 r 2 first half, and then through forested city-owned land in the western part of n 2 High School River Island o River n the city. After putting in at River Island Park, go under the Bernon Street Park S Access t Bridge and you enter a section of the river lined with historic mills on both Ha mlet Ave sides. On the right just after the bridge is the Bernon Mills complex. The oldest building in the complex, the 1827 stone mill in the center, is the earliest known example of slow-burning mill construction in America that used noncombustible walls, heavy timber posts and beams and double plank floors to resist burning if it caught fire. d a Starting before the Court Street truss bridge (1895) is a stretch of about o r l WOONSOCKET i 1000 feet of Class I and II rapids, with plenty of rocks that require skillful a R 6 maneuvering.
    [Show full text]
  • Table of Contents
    TABLE OF CONTENTS Page EXECUTIVE SUMMARY -------------------------------------------------------------------------------------- ES-1 ES.1 Introduction ------------------------------------------------------------------------------------ ES-1 ES.2 Purpose and Need --------------------------------------------------------------------------- ES-3 ES.3 Alternatives Considered -------------------------------------------------------------------- ES-3 ES.4 Affected Environment, Impact Evaluation, and Mitigation Measures ----------ES-16 ES.5 Transportation Systems -------------------------------------------------------------------ES-20 ES.6 Public Involvement and Agency Coordination ---------------------------------------ES-24 ES.7 Impact and Mitigation Summary ---------------------------------------------------------ES-27 September 2009 EXECUTIVE SUMMARY Page ES-i LIST OF FIGURES Page Figure ES.1 Project Location------------------------------------------------------------------------------- ES-1 Figure ES.2 Alternative Development and Screening Process------------------------------------ ES-4 Figure ES.3 Alternatives Considered -------------------------------------------------------------------- ES-6 Figure ES.4 Preferred Alternative------------------------------------------------------------------------ES-10 Figure ES.5 Iliff Station -------------------------------------------------------------------------------------ES-11 Figure ES.6 Florida Station--------------------------------------------------------------------------------ES-11 Figure ES.7
    [Show full text]