Table of Contents. 0.0 Executive Summary Potable Water Demand Projection Introduction... 35

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Table of Contents 0.0 Executive Summary... 1 1.0 Potable Water Demand Projection... 6 1.1 Introduction... 6 1.2 Service Area... 7 1.2.1 Service Area Development... 7 1.2.2 Service Area Population... 7 1.3 Permanent Population... 8 1.4 Transient Population... 10 1.5 Non Transient Population... 13 1.5.1 Day Skiers... 13 1.5.2 Commuters... 15 1.6 Bulk Water Usage Values... 15 1.7 Population Growth Rate Projections... 16 1.8 Potable Water Demand... 18 1.8.1 Historic Treatment Plant Production... 18 1.8.2 Per Capita Usage... 20 1.8.3 Metered Usage... 22 1.9 Potable Water Population Based Demand Projections... 23 1.10 Projections Using Breckenridge Historical SFE Approach... 25 1.10.1 Alternate Approaches to Unit Demands... 27 1.10.2 Growth Rate of SFEs in the Town... 28 1.11 Conclusion and Recommendations... 33 2.0 Plant Size and Treatment Process... 35 2.1 Introduction... 35 2.2 Existing Water Treatment Plant Capacity... 35 2.3 Second Plant Capacity... 35 2.4 Water Quality Data... 38 2.5 Treatment Process... 43 2.5.1 Treatment Requirements... 44 2.5.2 Rapid Mixing... 44 2.5.3 Iron and Manganese Removal... 45 i

2.5.4 Flocculation... 45 2.5.5 Settling... 45 2.5.6 Disinfection... 49 2.6 Treatment Options... 49 2.7 Waste Stream Management... 56 2.8 Manpower Requirements... 59 2.9 Treatment Recommendation... 59 3.0 Plant Site Analysis... 60 4.0 Distribution System Improvements... 60 4.1 Existing Distribution System... 60 4.2 Proposed Distribution System... 61 4.2.1 Storage Improvements... 61 4.2.2 Pump Station Improvements... 71 4.2.3 PRV Improvements... 71 4.2.4 Pipeline Improvements... 73 4.3 Sequencing of Projects... 74 4.3.1 Sites 1 and 2... 74 4.3.2 Sites 3 and 4... 74 4.3.3 Site 5... 75 4.4 Future Modeling Recommendations... 76 5.0 Estimated Costs, Implementation Schedule and Recommendations... 77 5.1 Costs Included in Plant Site Evaluation... 77 5.1.1 Cost Alternative for 1.5 MGD WTP... 78 5.2 Cost of Distribution System Improvements... 79 5.3 Site Comparison and Recommendation... 81 5.4 Schedule... 84 5.5 Recommendations... 86 6.0 Financing... 87 6.1 Introduction... 87 6.2 Financing Sources... 87 6.2.1 Colorado Authority DWSRF Low Interest Loans... 87 6.2.2 Rural Development Funding (RD)... 90 6.2.3 State and Tribal Assistance Grants (STAG Grants)... 90 6.2.4 Water Infrastructure Finance and Innovation (WIFIA) Act of 2013... 92 ii

6.2.5 Municipal Revenue Bond Funding... 93 6.2.6 Plant Investment Fees (PIF)... 93 6.2.7 Utility Rates... 93 6.2.8 Summary of the Financing Options... 94 6.3 Affordability... 95 6.4 Conclusion and Recommendations... 95 7.0 Wildfire Impacts and Utility Response... 97 7.1 Introduction... 97 7.2 Review of Fire Impacts... 97 7.2.1 Erosion... 98 7.2.2 Runoff Rates... 100 7.2.3 Water Quality Changes... 100 7.2.4 Risk of Fire Occurrence... 105 7.3 Expected Impacts to Breckenridge s Source Water from Fire... 106 7.3.1 Debris... 107 7.3.2 Water Quality Changes... 107 7.4 Impacts to Treatment and Regulatory Issues... 110 7.5 Operational Plan for Treatment after Fire... 113 7.5.1 Fire Emergency Response... 113 7.5.2 Managing Inflow to the Tarn... 114 7.5.3 Treatment of Fire Impacted Raw Water... 115 7.5.4 Alternatives for Providing Water after Wildfire... 118 7.6 Conclusions... 119 7.7 References... 119 8.0 Appendices... 122 Appendix A: Alternative Equipment Information... A Appendix D: TM on UBSD Impacts from New WTP Intake.. D iii

List of Figures Figure 1 1: Water Service Areas for the Town of Breckenridge (provided by the Town)... 9 Figure 1 2: Permanent Population Annual Growth Rate... 10 Figure 1 3: Permanent versus Transient Population Growth Trends from the Joint Upper Blue Master Plan (JUBMP)... 12 Figure 1 4: Transient Population Annual Growth Trends... 13 Figure 1 5: Number of Breckenridge Skiers per Season from the 2011 Town Overview... 14 Figure 1 6: Wholesale Water Use... 16 Figure 1 7: Seasonal Historic Peak Day Water Treatment Plant Production 2008 2012... 19 Figure 1 8: Historic Treatment Plant Production and Peak/Average Demand Ratio20 Figure 1 9: 2010 Potable Water Usage... 22 Figure 1 10: Peak Day Demand Projections (Populations)... 25 Figure 1 11: Peak Day Demand Projections (SFE)... 31 Figure 1 12: Comparison of Two Approaches for Predicting Potable Water Demand... 34 Figure 2 1: Map of Water Quality Sample Sites in Breckenridge... 40 Figure 2 2: Algae and Diatom Counts at Goose Pasture Tarn and the UBSD Diversion... 43 Figure 2 3: Typical Paddle Flocculator... 45 Figure 2 4: Typical installation of plate settlers... 46 Figure 2 5: Typical installation of DAF (Ref: Leopold)... 47 Figure 2 6: Relative size ranges of membrane types (Ref: Osmonics)... 48 Figure 2 7: Schematic Diagram of Treatment Option 1... 52 Figure 2 8: Schematic Diagram of Treatment Option 2... 53 Figure 2 9: New Plant Footprint... 54 Figure 2 10: Waste Management Footprint Using Drying Beds... 55 Figure 2 11: Screw Press... 57 Figure 2 12: Schematic Layout of Mechanical Dewatering System... 58 Figure 4 1: Existing Distribution System... 63 Figure 4 2: Existing Distribution System Hydraulic Profile... 64 Figure 4 3: Proposed System Extensions Distribution System Improvements... 65 Figure 4 4: Proposed Distribution System Hydraulic Profile (South Section)... 66 Figure 4 5: Proposed Distribution System Hydraulic Profile (North Section)... 67 Figure 4 6: Storage Components (from Public Water System Handbook)... 68 Figure 7 1: High Park Fire watershed after 2012 fire (USGS photo)... 98 Figure 7 2: Debris in Strontia Springs Reservoir (Denver Water) after the Hayman Fire in 2002... 99 Figure 7 3: Stream discharge at 5 minute intervals and selected water quality characteristics in 2010 2011 measured in Fourmile Creek, Colorado (USGS, 2012)... 104 Figure 7 4: Fire Danger Risk in January 2013 (NFS web site: http://www.wfas.net/ )... 105 iv

Figure 7 5: Map of fuel moisture for large (1000 hour) fuels on February 3, 2013 (from NFS web site: http://www.wfas.net/.... 106 Figure 7 6: First Flush Water Samples after Wildfire from (a) Durango, CO Intake on Florida River in July 2002 and (b) Greeley Bellevue WTP Intake on Poudre River in July 2012... 109 Figure 7 7: Cache La Poudre River near Greeley Bellevue WTP Intake, July 2012.. 109 Figure 7 8: Ash deposits in Cache La Poudre River above Bellevue WTP, early September 2012... 110 Figure 7 9: Bench testing coagulant doses to treat fire impacted water from Durango WTP intake... 111 Figure 7 10: Chlorine decay curve for Durango s fire impacted bench treated water... 112 Figure 7 11: Reservoir topography and estimated thickness of sediment in Goose Pasture Tarn with proposed baffles (Red Lines) for sediment and debris retainage (Bathymetry from Elliott, et al., 2007)... 115 Figure 7 12: Schematic of recommended treatment for fire impacted water... 116 Figure 7 13: Hooking up two Pall mobile treatment units for temporary treatment at Estes Park, CO, in 2009.... 117 List of Tables Table 0 1: Summary of Estimated Costs for a 3 MGD Water Treatment Plant at Various Sites in Breckenridge... 4 Table 0 2: Summary of Estimated Costs for Distribution System Improvements in Breckenridge... 5 Table 1 1: Permanent Population Summary... 8 Table 1 2: Transient Population Summary... 11 Table 1 3: Estimated Number of Skiers per Year... 14 Table 1 4: Non Transient Growth Rates... 15 Table 1 5: Wholesale Water Demand as a Percent of Total Yearly Production... 16 Table 1 6: Summary of Projected Population Growth Rates... 17 Table 1 7: Historic Potable Water Production (2008 2012)... 20 Table 1 8: Seasonal Population... 21 Table 1 9: Per Capita Demands... 21 Table 1 10: Summary of Parameters Used in Monte Carlo Simulation... 24 Table 1 11: Water User Classes for Town of Breckenridge... 26 Table 1 12: Unit Demands from Water Model... 27 Table 1 13: Historical Unit Demand per SFE... 28 Table 1 14: Recent and Projected SFEs Based on Low, Medium and High Build Growth Rates... 29 Table 1 15: SFE Growth Rates... 30 Table 1 16: Build out SFE projections... 31 Table 1 17: Build out Demand from SFE Predications... 32 Table 2 1: Capacity Needs at Second WTP... 36 Table 2 2: Added Plant Capacity and SFE s... 36 v

Table 2 3: Source Water Parameters at Several Locations in Breckenridge... 41 Table 2 4: Source Water Quality at Upper Blue Sanitation District Diversion... 42 Table 2 5: Town of Breckenridge Treatment Objectives... 44 Table 2 6: Design Criteria for Option 1... 56 Table 4 1 Fire Flows and Storage by Building Type... 69 Table 4 2 Summary of Recommended Storage Improvements... 70 Table 4 3 Summary of Recommended Pump Station Improvements... 71 Table 4 4 Summary of Recommended PRV Station Improvements... 73 Table 4 5 Summary of Recommended Pipeline Improvements... 73 Table 5 1: Summary of Costs for a 3 MGD Water Treatment Plant at Five Potential Treatment Plant Sites... 80 Table 5 2: Cost Summary for Distribution System Improvements... 81 Table 5 3: Site Comparison Matrix for Non Economic Factors... 83 Table 5 4: Estimated Project Schedule... 85 Table 6 1: Comparison of Potential Debt Financing Opportunities... 94 Table 7 1: Raw Water Characteristics of Pre and Post Fire Runoff at Durango WTP Stream Intake... 101 Table 7 2: Raw Water Characteristics of Pre and Post Fire Runoff at Salt River... 102 Table 7 3: Raw Water Characteristics of Post fire Runoff at Santa Barbara, CA... 102 Table 7 4: Water Quality Constituent Levels during the First Year after Forest Fire... 108 Table 7 5: Budget Level Cost Estimate for Treatment of Fire Impacted Water at Breckenridge... 118 vi

List of Abbreviations Ac Acre AACE American Association for Cost Estimating BAER Burned Area Emergency Response CDPHE Colorado Department of Public Health and Environment cm centimeter DBP Disinfection byproduct DBPFP Disinfection byproduct formation potential DOC Dissolved organic carbon FKRF Famers Korner Reclamation Facility Fe Iron FEMA Federal Emergency Agency FIRM Flood Insurance Rate Maps GAC Granular activated carbon gal Gallon gal/day Gallons per Day GIS Geographic Information System gpcpd Gallons per capita per day gpm Gallons per Minute HAA5 Haloacetic acids (five compounds) IHRF Iowa Hill Reclamation Facility JUBMP Joint Upper Blue Master Plan m meter MCL Maximum contaminant level MGD Million Gallons per Day mg/l Milligrams per liter Mn Manganese NTU Nephelometric turbidity units NWCRCOG Northwest Colorado Regional Council of Governments PUD Planned Urban Development SU Standard units THM Triahlomethanes TM Technical Memorandum TN Total nitrogen TOC Total organic carbon TP Total phosphorus USGS United States Geological Survey UBB Upper Blue Basin UBSD Upper Blue River Sanitation District WTP Water treatment plant vii