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HomeMy WebLinkAboutCampbell Ridge Fire Flow ReportWATER SYSTEM ANALYSIS      Campbell Ridge  Harnett County, North Carolina          November 8, 2021                         Prepared By:  The Nau Company, PLLC  PO Box 810  Rolesville, North Carolina, 27571  (919) 630‐2552  darnold@thenauco.com  NCBELS License # P‐0751   Water System Analysis November 8, 2021  Campbell Ridge          1  INTRODUCTION    This report presents information for the proposed water system for the proposed Campbell Ridge  subdivision located on Old Stage Road in Harnett County, North Carolina.       BACKGROUND    At full build‐out the proposed subdivision will consist of 28 single‐family lots with public infrastructure to  support the development      REQUIREMENTS   The water distribution system extensions shall provide water pressures and fire flows at a  standard acceptable value for the applicable zoning requirements   The water distribution system should maintain a minimum residual pressure of 20 psi   Based on the current Harnett County Requirements the fire flow requirement for this project is  500 GPM    METHODOLOGY  Peak Domestic Demand  Peak domestic flows for the project were taken from 15A NCAC 18C .0801.  Based on 28 service  connections a peak domestic flow was determined to be approximately 75 GPM.  A copy of the chart  used to determine this flow is included as an appendix to this report.      Fire Flow and Peak Domestic Demand in the Water Model  The demand for each fire hydrant node in the water model was set at 500 GPM.  The fire flow was set  for only one hydrant at a time.  The domestic demand was distributed proportionally to some nodes in  the water model to represent the actual demand in the system during a fire as closely as possible.  The  full peak domestic demand was present in the system model as each hydrant was checked for fire flow  capacity.      Calculations  EPANET Version 2.2 was used to calculate the pressures resulting from the required peak domestic flow  and fire flow.  The results for this project were calculated in EPANET using the Hazen‐Williams formula.      RESULTS  Based on the results of this analysis, we believe that the Harnett County requirements will be met  for the proposed development.  Additional details can be found in the Appendix.             APPENDICES    Appendix A  Model System Layout  Appendix B  Peak Domestic Demand Calculation  Appendix C  Fire Flow Test Results  Appendix D EPANET Calculation Output             APPENDIX A  MODEL SYSTEM LAYOUT         APPENDIX B  PEAK DOMESTIC DEMAND CALCULATION     PEAK DEMAND FOR RESIDENTIAL COMMUNITY WATER SYSTEMS (Number of Connections vs Gallons per Minute) 260 240 200 180 120 80 40 300 200 100 80 10 60 20 40 30 Number of Connections Gallons Per Minute     APPENDIX C  FIRE FLOW TEST RESULTS         APPENDIX D  EPANET CALCULATION OUTPUT      Page 1                                           11/8/2021 11:48:40 AM   **********************************************************************   *                             E P A N E T                            *   *                     Hydraulic and Water Quality                    *   *                     Analysis for Pipe Networks                     *   *                           Version 2.2                              *   **********************************************************************      Input File: CampbellRidge.net            Link ‐ Node Table:   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   Link           Start          End                Length  Diameter   ID             Node           Node                   ft        in   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   1              2              3                   61.15         6   2              3              5                  365.19         6   3              5              7                   25.30         6   4              7              FH‐6               469.23         6   5              5              FH‐2                11.05         6   6              3              FH‐1                38.01         6   7              7              9                  432.38         6   8              FH‐3           9                   10.15         6   9              9              11                 366.82         6   10             FH‐4           11                   9.41         6   11             11             FH‐5               492.41         6   12             2              FLOWHYDRANT        255.72         6   14             1              FLOWHYDRANT          #N/A      #N/A Pump      Energy Usage:   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐                     Usage   Avg.     Kw‐hr      Avg.      Peak      Cost   Pump             Factor Effic.     /Mgal        Kw        Kw      /day   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   14               100.00  75.00    341.89     11.80     11.80      0.00   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐                                                 Demand Charge:      0.00                                                 Total Cost:         0.00      Node Results:   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   Node                Demand      Head  Pressure   Quality   ID                     GPM        ft       psi             ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   2                     0.00    362.73     31.95      0.00   3                    18.75    361.31     30.46      0.00   FH‐1                500.00    360.63     30.17      0.00   5                     0.00    361.19     34.75      0.00   FH‐2                  0.00    361.19     35.18      0.00   7                    18.75    361.18     34.74      0.00   9                    18.75    361.12     37.97      0.00   FH‐3                  0.00    361.12     37.97      0.00   Page 2                                                                   Node Results: (continued)   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   Node                Demand      Head  Pressure   Quality   ID                     GPM        ft       psi             ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   11                   18.75    361.11     44.68      0.00   FH‐4                  0.00    361.11     44.68      0.00   FH‐5                  0.00    361.11     52.91      0.00   FH‐6                  0.00    361.18     39.08      0.00   FLOWHYDRANT           0.00    370.62     35.37      0.00   1                  ‐575.00    289.00      0.00      0.00 Reservoir      Link Results:   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   Link                  Flow  VelocityUnit Headloss    Status   ID                     GPM       fps    ft/Kft   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   1                   575.00      6.52     23.20      Open   2                    56.25      0.64      0.31      Open   3                    56.25      0.64      0.31      Open   4                     0.00      0.00      0.00      Open   5                     0.00      0.00      0.00      Open   6                   500.00      5.67     17.91      Open   7                    37.50      0.43      0.15      Open   8                     0.00      0.00      0.00      Open   9                    18.75      0.21      0.04      Open   10                    0.00      0.00      0.00      Open   11                    0.00      0.00      0.00      Open   12                 ‐575.00      6.52     30.87      Open   14                  575.00      0.00    ‐81.62      Open Pump      Page 1                                           11/8/2021 11:50:54 AM   **********************************************************************   *                             E P A N E T                            *   *                     Hydraulic and Water Quality                    *   *                     Analysis for Pipe Networks                     *   *                           Version 2.2                              *   **********************************************************************      Input File: CampbellRidge.net            Link ‐ Node Table:   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   Link           Start          End                Length  Diameter   ID             Node           Node                   ft        in   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   1              2              3                   61.15         6   2              3              5                  365.19         6   3              5              7                   25.30         6   4              7              FH‐6               469.23         6   5              5              FH‐2                11.05         6   6              3              FH‐1                38.01         6   7              7              9                  432.38         6   8              FH‐3           9                   10.15         6   9              9              11                 366.82         6   10             FH‐4           11                   9.41         6   11             11             FH‐5               492.41         6   12             2              FLOWHYDRANT        255.72         6   14             1              FLOWHYDRANT          #N/A      #N/A Pump      Energy Usage:   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐                     Usage   Avg.     Kw‐hr      Avg.      Peak      Cost   Pump             Factor Effic.     /Mgal        Kw        Kw      /day   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   14               100.00  75.00    341.89     11.80     11.80      0.00   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐                                                 Demand Charge:      0.00                                                 Total Cost:         0.00      Node Results:   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   Node                Demand      Head  Pressure   Quality   ID                     GPM        ft       psi             ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   2                     0.00    362.73     31.95      0.00   3                    18.75    361.31     30.46      0.00   FH‐1                  0.00    361.31     30.46      0.00   5                     0.00    353.34     31.34      0.00   FH‐2                500.00    353.14     31.69      0.00   7                    18.75    353.33     31.34      0.00   9                    18.75    353.27     34.56      0.00   FH‐3                  0.00    353.27     34.56      0.00   Page 2                                                                   Node Results: (continued)   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   Node                Demand      Head  Pressure   Quality   ID                     GPM        ft       psi             ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   11                   18.75    353.25     41.27      0.00   FH‐4                  0.00    353.25     41.27      0.00   FH‐5                  0.00    353.25     49.51      0.00   FH‐6                  0.00    353.33     35.67      0.00   FLOWHYDRANT           0.00    370.62     35.37      0.00   1                  ‐575.00    289.00      0.00      0.00 Reservoir      Link Results:   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   Link                  Flow  VelocityUnit Headloss    Status   ID                     GPM       fps    ft/Kft   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   1                   575.00      6.52     23.20      Open   2                   556.25      6.31     21.82      Open   3                    56.25      0.64      0.31      Open   4                     0.00      0.00      0.00      Open   5                   500.00      5.67     17.91      Open   6                     0.00      0.00      0.00      Open   7                    37.50      0.43      0.15      Open   8                     0.00      0.00      0.00      Open   9                    18.75      0.21      0.04      Open   10                    0.00      0.00      0.00      Open   11                    0.00      0.00      0.00      Open   12                 ‐575.00      6.52     30.87      Open   14                  575.00      0.00    ‐81.62      Open Pump      Page 1                                           11/8/2021 11:51:31 AM   **********************************************************************   *                             E P A N E T                            *   *                     Hydraulic and Water Quality                    *   *                     Analysis for Pipe Networks                     *   *                           Version 2.2                              *   **********************************************************************      Input File: CampbellRidge.net            Link ‐ Node Table:   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   Link           Start          End                Length  Diameter   ID             Node           Node                   ft        in   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   1              2              3                   61.15         6   2              3              5                  365.19         6   3              5              7                   25.30         6   4              7              FH‐6               469.23         6   5              5              FH‐2                11.05         6   6              3              FH‐1                38.01         6   7              7              9                  432.38         6   8              FH‐3           9                   10.15         6   9              9              11                 366.82         6   10             FH‐4           11                   9.41         6   11             11             FH‐5               492.41         6   12             2              FLOWHYDRANT        255.72         6   14             1              FLOWHYDRANT          #N/A      #N/A Pump      Energy Usage:   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐                     Usage   Avg.     Kw‐hr      Avg.      Peak      Cost   Pump             Factor Effic.     /Mgal        Kw        Kw      /day   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   14               100.00  75.00    341.89     11.80     11.80      0.00   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐                                                 Demand Charge:      0.00                                                 Total Cost:         0.00      Node Results:   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   Node                Demand      Head  Pressure   Quality   ID                     GPM        ft       psi             ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   2                     0.00    362.73     31.95      0.00   3                    18.75    361.31     30.46      0.00   FH‐1                  0.00    361.31     30.46      0.00   5                     0.00    353.34     31.34      0.00   FH‐2                  0.00    353.34     31.78      0.00   7                    18.75    352.79     31.11      0.00   9                    18.75    343.93     30.52      0.00   FH‐3                500.00    343.75     30.44      0.00   Page 2                                                                   Node Results: (continued)   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   Node                Demand      Head  Pressure   Quality   ID                     GPM        ft       psi             ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   11                   18.75    343.92     37.23      0.00   FH‐4                  0.00    343.92     37.23      0.00   FH‐5                  0.00    343.92     45.46      0.00   FH‐6                  0.00    352.79     35.44      0.00   FLOWHYDRANT           0.00    370.62     35.37      0.00   1                  ‐575.00    289.00      0.00      0.00 Reservoir      Link Results:   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   Link                  Flow  VelocityUnit Headloss    Status   ID                     GPM       fps    ft/Kft   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   1                   575.00      6.52     23.20      Open   2                   556.25      6.31     21.82      Open   3                   556.25      6.31     21.82      Open   4                     0.00      0.00      0.00      Open   5                     0.00      0.00      0.00      Open   6                     0.00      0.00      0.00      Open   7                   537.50      6.10     20.48      Open   8                  ‐500.00      5.67     17.91      Open   9                    18.75      0.21      0.04      Open   10                    0.00      0.00      0.00      Open   11                    0.00      0.00      0.00      Open   12                 ‐575.00      6.52     30.87      Open   14                  575.00      0.00    ‐81.62      Open Pump      Page 1                                           11/8/2021 11:51:58 AM   **********************************************************************   *                             E P A N E T                            *   *                     Hydraulic and Water Quality                    *   *                     Analysis for Pipe Networks                     *   *                           Version 2.2                              *   **********************************************************************      Input File: CampbellRidge.net            Link ‐ Node Table:   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   Link           Start          End                Length  Diameter   ID             Node           Node                   ft        in   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   1              2              3                   61.15         6   2              3              5                  365.19         6   3              5              7                   25.30         6   4              7              FH‐6               469.23         6   5              5              FH‐2                11.05         6   6              3              FH‐1                38.01         6   7              7              9                  432.38         6   8              FH‐3           9                   10.15         6   9              9              11                 366.82         6   10             FH‐4           11                   9.41         6   11             11             FH‐5               492.41         6   12             2              FLOWHYDRANT        255.72         6   14             1              FLOWHYDRANT          #N/A      #N/A Pump      Energy Usage:   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐                     Usage   Avg.     Kw‐hr      Avg.      Peak      Cost   Pump             Factor Effic.     /Mgal        Kw        Kw      /day   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   14               100.00  75.00    341.89     11.80     11.80      0.00   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐                                                 Demand Charge:      0.00                                                 Total Cost:         0.00      Node Results:   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   Node                Demand      Head  Pressure   Quality   ID                     GPM        ft       psi             ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   2                     0.00    362.73     31.95      0.00   3                    18.75    361.31     30.46      0.00   FH‐1                  0.00    361.31     30.46      0.00   5                     0.00    353.34     31.34      0.00   FH‐2                  0.00    353.34     31.78      0.00   7                    18.75    352.79     31.11      0.00   9                    18.75    343.93     30.52      0.00   FH‐3                  0.00    343.93     30.52      0.00   Page 2                                                                   Node Results: (continued)   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   Node                Demand      Head  Pressure   Quality   ID                     GPM        ft       psi             ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   11                   18.75    336.90     34.19      0.00   FH‐4                500.00    336.73     34.11      0.00   FH‐5                  0.00    336.90     42.42      0.00   FH‐6                  0.00    352.79     35.44      0.00   FLOWHYDRANT           0.00    370.62     35.37      0.00   1                  ‐575.00    289.00      0.00      0.00 Reservoir      Link Results:   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   Link                  Flow  VelocityUnit Headloss    Status   ID                     GPM       fps    ft/Kft   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   1                   575.00      6.52     23.20      Open   2                   556.25      6.31     21.82      Open   3                   556.25      6.31     21.82      Open   4                     0.00      0.00      0.00      Open   5                     0.00      0.00      0.00      Open   6                     0.00      0.00      0.00      Open   7                   537.50      6.10     20.48      Open   8                     0.00      0.00      0.00      Open   9                   518.75      5.89     19.17      Open   10                 ‐500.00      5.67     17.91      Open   11                    0.00      0.00      0.00      Open   12                 ‐575.00      6.52     30.87      Open   14                  575.00      0.00    ‐81.62      Open Pump      Page 1                                           11/8/2021 11:52:20 AM   **********************************************************************   *                             E P A N E T                            *   *                     Hydraulic and Water Quality                    *   *                     Analysis for Pipe Networks                     *   *                           Version 2.2                              *   **********************************************************************      Input File: CampbellRidge.net            Link ‐ Node Table:   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   Link           Start          End                Length  Diameter   ID             Node           Node                   ft        in   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   1              2              3                   61.15         6   2              3              5                  365.19         6   3              5              7                   25.30         6   4              7              FH‐6               469.23         6   5              5              FH‐2                11.05         6   6              3              FH‐1                38.01         6   7              7              9                  432.38         6   8              FH‐3           9                   10.15         6   9              9              11                 366.82         6   10             FH‐4           11                   9.41         6   11             11             FH‐5               492.41         6   12             2              FLOWHYDRANT        255.72         6   14             1              FLOWHYDRANT          #N/A      #N/A Pump      Energy Usage:   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐                     Usage   Avg.     Kw‐hr      Avg.      Peak      Cost   Pump             Factor Effic.     /Mgal        Kw        Kw      /day   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   14               100.00  75.00    341.89     11.80     11.80      0.00   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐                                                 Demand Charge:      0.00                                                 Total Cost:         0.00      Node Results:   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   Node                Demand      Head  Pressure   Quality   ID                     GPM        ft       psi             ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   2                     0.00    362.73     31.95      0.00   3                    18.75    361.31     30.46      0.00   FH‐1                  0.00    361.31     30.46      0.00   5                     0.00    353.34     31.34      0.00   FH‐2                  0.00    353.34     31.78      0.00   7                    18.75    352.79     31.11      0.00   9                    18.75    343.93     30.52      0.00   FH‐3                  0.00    343.93     30.52      0.00   Page 2                                                                   Node Results: (continued)   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   Node                Demand      Head  Pressure   Quality   ID                     GPM        ft       psi             ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   11                   18.75    336.90     34.19      0.00   FH‐4                  0.00    336.90     34.19      0.00   FH‐5                500.00    328.08     38.60      0.00   FH‐6                  0.00    352.79     35.44      0.00   FLOWHYDRANT           0.00    370.62     35.37      0.00   1                  ‐575.00    289.00      0.00      0.00 Reservoir      Link Results:   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   Link                  Flow  VelocityUnit Headloss    Status   ID                     GPM       fps    ft/Kft   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   1                   575.00      6.52     23.20      Open   2                   556.25      6.31     21.82      Open   3                   556.25      6.31     21.82      Open   4                     0.00      0.00      0.00      Open   5                     0.00      0.00      0.00      Open   6                     0.00      0.00      0.00      Open   7                   537.50      6.10     20.48      Open   8                     0.00      0.00      0.00      Open   9                   518.75      5.89     19.17      Open   10                    0.00      0.00      0.00      Open   11                  500.00      5.67     17.91      Open   12                 ‐575.00      6.52     30.87      Open   14                  575.00      0.00    ‐81.62      Open Pump      Page 1                                           11/8/2021 11:52:38 AM   **********************************************************************   *                             E P A N E T                            *   *                     Hydraulic and Water Quality                    *   *                     Analysis for Pipe Networks                     *   *                           Version 2.2                              *   **********************************************************************      Input File: CampbellRidge.net            Link ‐ Node Table:   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   Link           Start          End                Length  Diameter   ID             Node           Node                   ft        in   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   1              2              3                   61.15         6   2              3              5                  365.19         6   3              5              7                   25.30         6   4              7              FH‐6               469.23         6   5              5              FH‐2                11.05         6   6              3              FH‐1                38.01         6   7              7              9                  432.38         6   8              FH‐3           9                   10.15         6   9              9              11                 366.82         6   10             FH‐4           11                   9.41         6   11             11             FH‐5               492.41         6   12             2              FLOWHYDRANT        255.72         6   14             1              FLOWHYDRANT          #N/A      #N/A Pump      Energy Usage:   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐                     Usage   Avg.     Kw‐hr      Avg.      Peak      Cost   Pump             Factor Effic.     /Mgal        Kw        Kw      /day   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   14               100.00  75.00    341.89     11.80     11.80      0.00   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐                                                 Demand Charge:      0.00                                                 Total Cost:         0.00      Node Results:   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   Node                Demand      Head  Pressure   Quality   ID                     GPM        ft       psi             ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   2                     0.00    362.73     31.95      0.00   3                    18.75    361.31     30.46      0.00   FH‐1                  0.00    361.31     30.46      0.00   5                     0.00    353.34     31.34      0.00   FH‐2                  0.00    353.34     31.78      0.00   7                    18.75    352.79     31.11      0.00   9                    18.75    352.72     34.33      0.00   FH‐3                  0.00    352.72     34.33      0.00   Page 2                                                                   Node Results: (continued)   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   Node                Demand      Head  Pressure   Quality   ID                     GPM        ft       psi             ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   11                   18.75    352.71     41.04      0.00   FH‐4                  0.00    352.71     41.04      0.00   FH‐5                  0.00    352.71     49.27      0.00   FH‐6                500.00    344.38     31.80      0.00   FLOWHYDRANT           0.00    370.62     35.37      0.00   1                  ‐575.00    289.00      0.00      0.00 Reservoir      Link Results:   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   Link                  Flow  VelocityUnit Headloss    Status   ID                     GPM       fps    ft/Kft   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   1                   575.00      6.52     23.20      Open   2                   556.25      6.31     21.82      Open   3                   556.25      6.31     21.82      Open   4                   500.00      5.67     17.91      Open   5                     0.00      0.00      0.00      Open   6                     0.00      0.00      0.00      Open   7                    37.50      0.43      0.15      Open   8                     0.00      0.00      0.00      Open   9                    18.75      0.21      0.04      Open   10                    0.00      0.00      0.00      Open   11                    0.00      0.00      0.00      Open   12                 ‐575.00      6.52     30.87      Open   14                  575.00      0.00    ‐81.62      Open Pump