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HomeMy WebLinkAbout17 - Design Report - Lakes at Valley West Ph 4 - Water Supplemental NV` Morrison Maier le memo engineers-surveyors•planners•scientists TO: Shawn Kohtz, P.E. City of Bozeman FROM: James A. Ullman DATE: March 24, 2017 JOB NO.: 5352.008 RE: The Lakes at Valley West, Phase 4 Supplemental to the Design Report for the Water Distribution System CC: Greg Stratton ❑Urgent ®For Review ❑Please Comment ❑Please Reply ❑For Your Use This memorandum is to provide a supplemental WaterCAD analyses to the Lakes at Valley West Subdivision PUD Design Report for the Water Distribution System, dated November 24, 2014. This analysis was developed to confirm the proposed water distribution system is adequate to provide water for Phase 4 including the following scenarios; Average Day, Max Day with Fire Flows and Peak Hour. This supplemental data includes the proposed water distribution system to be installed with Phase 4. The same analysis software of WaterCAD along with the same methodology as described in the original Lakes at Valley West Subdivision PUD Design Report for the Water Distribution System was used. The water distribution system proposed for Phase 4 will be adequate to meet the requirements of City of Bozeman Design Standards. An additional 8-inch connection to the existing 12-inch main located in Durston Road was added in Phase 3 at the north end of Arnhem Way. The WaterCAD model was updated to reflect this change. Temporary blow-offs will be provided at all water main dead ends until such time the main is extended to serve future phases. Please review and contact me with questions and/or comments. Page 1 AVERAGE DAILY DEMAND THE LAKES AT VALLEY WEST PHASE 4 Average Day: Junction Table ID label Elevation Demand Hydraulic Grade Pressure (ft) (9pm) (ft) (psi) 611.00 J-274 4744.00 0 4,960.82 94 657 3-296 4,744.80 0.00 4,960.82 93 828 J-379 4,746.50 0.00 4,960.82 93 830 J-380 4,747.00 0.00 4,960.82 93 832 J-381 4,747.50 0.00 4,960.82 92 834 3-382 4,748.00 0.00 4,960.82 92 868 J-396 4,743.70 0.00 4,960.82 94 871 J-4001 4,766.70 0.25 4,960.82 84 873 3-398 4,743.70 0.00 4,960.82 94 876 J-4002 4,766.70 0.25 4,960.82 84 878 J-400 4,744.56 0.00 4,960.82 94 881 3-4003 4,766.90 0.25 4,960.82 84 883 J-402 4,744.20 0.00 4,960.82 94 886 J-4004 4,767.20 0.25 4,960.82 84 888 3-404 4,744.50 0.00 4,960.82 94 891 J-4005 4,767.50 0.25 4,960.82 84 893 3-406 4,744.50 0.00 4,960.82 94 896 J-4007 4,767.50 0.25 4,960.82 84 898 J-408 4,744.50 0.00 4,960.82 94 901 J-4008 4,767.90 0.25 4,960.82 83 903 3-4009 4,767.90 0.25 4,960.82 83 905 J-411 4,745.30 0.00 4,960,82 93 908 J-4011 4,768.30 0.25 4,960.82 83 910 3-4010 4,768.30 0.25 4,960.82 83 912 J-414 4,745.60 0.00 4,960.82 93 915 J-4012 4,768.60 0.25 4,960.82 83 917 J-4013 4,768.60 0.25 4,960.82 83 919 1-417 4,746.00 0.00 4,960.82 93 922 J-4014 4,769.00 0.25 4,960.82 83 Avers a Day: Junction Table Cont. ID Label Elevation Demand Hydraulic Grade Pressure (ft) (gpm) (ft) (psi) 924 3-4015 4,769.00 0.25 4,960.82 83 926 J-420 4,744.60 0.00 4,960.82 94 929 1 3-4016 4,767.60 0,25 4,960.82 84 932 3-423 4,745.22 0.00 4,960.82 93 935 J-4017 4,767.90 0.25 4,960.82 83 942 3-427 4,745.60 0.00 4,960.82 93 945 3-4018 4,768.20 0.25 4,960.82 83 948 3-430 4,745.40 0.00 4,960.82 93 951 J-4019 4,768.40 0.25 4,960.82 83 953 J-432 4,745.70 0.00 4,960.82 93 956 J-4020 4,768.70 0.25 4,960.82 83 958 3-434 4,746.00 0.00 4,960.82 93 961 1-4021 4,769.00 0.25 4,960.82 83 963 J-436 4,746.33 0.00 4,960,82 93 966 3-4022 4,769.10 0.25 4,960.82 83 968 3-438 4,746.70 0.00 4,960.82 93 971 1-4023 4,769.60 0.25 4,960.82 83 973 3-4024 4,769.50 0.25 4,960.82 83 975 3-441 4,747.11 0.00 4,960.82 92 978 3-4026 4,747.00 0.25 4,960.82 93 980 3-4025 4,747.00 0.25 4,960.82 93 985 J-444 4,746.12 0.00 4,960.82 93 998 3-448 1 4,768.00 1 0.00 4,960.82 83 1005 J-449 4,747.33 0.00 4,960.82 92 1008 3-450 4,772.00 0.00 4,960.82 82 Bentley WaterCAD CONNECT Bentley Systems,Inc. Haestad Methods Solution Edition VW-LAKES-WaterCAD-PH4.wtg Center [10.00.00.50] 3/23/2017 27 Siemon Company Drive Suite 200 W Page 2 of 2 Watertown,CT 06795 USA +1-203-755-1666 THE LAKES AT VELLEY WEST PHASE 4 Average Day: Pipe Table ID Label Length Start Node Stop Node Diameter Material Hazen- `Flow Velocity`'; (Scaled) (in) Williams (gpm) (ft/s) (ft) C 831 P-400 26 J-379 J-380 8.00 Ductile Iron 130.0 0.00 0.00 835 P-402 43 J-381 3-382 8.00 Ductile Iron 130.0 1 0.00 0.00 869 P-422 57 J-274 J-396 8.00 Ductile Iron 130.0 1 3.62 0.02 872 P-424 80 3-396 J-4001 1.00 Ductile Iron 130.0 0.25 0.10 874 P-425 15 J-396 J-398 8.00 Ductile Iron 130.0 3.37 0.02 877 P-427 67 J-398 J-4002 1.00 Copper 135.0 0,25 0.10 879 P-428 27 J-398 J-400 8.00 Ductile Iron 130.0 3.12 0.02 882 P-430 80 3-400 J-4003 1.00 Copper 135.0 1 0.25 0.10 884 P-431 30 J-400 J-402 8.00 Ductile Iron 130.0 2.87 0.02 887 P-433 77 J-402 J-4004 1.00 Copper 135.0 0.25 0.10 889 P-434 36 J-402 J-404 8.00 Ductile Iron 130.0 2.62 0.02 892 P-436 67 J-404 J-4005 1.00 Copper 135.0 0.25 0.10 894 P-437 16 J-404 J-406 8.00 Ductile Iron 130.0 2.37 0.02 897 P-439 82 J-406 J-4007 1.00 Copper 135.0 0.25 0.10 899 P-440 56 J-406 J-408 8.00 Ductile Iron 130.0 2.12 0.01 902 1 P-442 66 3-408 3-4008 1.00 Copper 135.0 0.25 0.10 904 P-443 82 J-408 J-4009 1.00 Copper 135.0 0.25 0.10 906 P-444 53 J-408 J-411 8.00 Ductile Iron 130.0 1.62 0.01 909 P-446 82 3-411 J-4011 1.00 Copper 135.0 0.25 0.10 911 P-447 66 J-411 J-4010 1.00 Copper 135.0 0.25 0.10 913 P-448 53 3-411 J-414 8.00 Ductile Iron 130.0 1.12 0.01 916 P-450 66 J-414 J-4012 1.00 Copper 135.0 0.25 0.10 918 P-451 82 J-414 3-4013 1.00 Copper 135.0 0.25 0.10 920 P-452 55 J-414 J-417 8.00 Ductile Iron 130.0 1 0.62 0.00 923 P-454 66 J-417 J-4014 1.00 Copper 135.0 0,25 0.10 925 P-455 82 J-417 J-4015 1.00 Copper 135.0 0.25 0.10 927 P-456 37 J-296 3-420 8.00 Ductile Iron 130.0 2.65 1 0.02 Average Day: Pipe Table cont. ID Label Length Start Node Stop Node Diameter Material Hazen- Flow Velocity (Scaled) (in) Williams (gpm) (ft/s) 930 P-458 55 3-420 3-4016 1.00 Copper 135.0 0.25 0.10 933 P-459 12 3-420 3-423 8.00 Ductile Iron 130.0 2.40 0.02 936 P-461 57 J-423 J-4017 1.00 Copper 135.0 0.25 0.10 946 P-466 60 3-427 J-4018 1.00 Copper 135.0 0.25 0.10 949 P-467 50 J-423 3-430 8.00 Ductile Iron 130.0 2.15 0.01 952 P-469 54 3-430 3-4019 1.00 Copper 135.0 0.25 0.10 954 P-470 42 3-427 3-432 8.00 Ductile Iron 130.0 1.65 0.01 957 P-472 60 3-432 3-4020 1.00 Copper 135.0 0.25 0.10 959 P-473 23 J-432 3-434 8.00 Ductile Iron 130.0 1.40 0.01 962 P-475 54 J-434 3-4021 1.00 Copper 135.0 0.25 0.10 964 P-476 19 3-434 3-436 8.00 Ductile Iron 130.0 1.15 0.01 967 P-478 60 3-436 3-4022 1.00 Copper 135.0 0.25 0.10 969 P-479 43 3-436 3-438 8.00 Ductile Iron 130.0 0.90 0.01 972 P-481 55 3-438 3-4023 1.00 Copper 135.0 0.25 0.10 974 P-482 60 J-438 3-4024 1.00 Copper 135.0 0.25 0.10 976 P-483 48 3-438 3-441 8.00 Ductile Iron 130.0 0.40 0.00 979 P-485 60 3-441 J-4026 1.00 Copper 135.0 0.25 0.10 981 P-486 55 J-441 1-4025 1.00 Copper 135.0 0.25 0.10 982 P-487 253 3-381 3-379 8.00 Ductile Iron 130.0 -0.11 0.00 986 P-488 192 3-417 3-444 8.00 Ductile Iron 130.0 0.12 0.00 987 P-489 242 3-444 3-379 8.00 Ductile Iron 130.0 0,12 0.00 999 P-493 13 3-444 3-448 6.00 Ductile Iron 130.0 1 0.00 0.00 1006 P-494 26 J-441 3-449 8.00 Ductile Iron 130.0 -0.10 0.00 1007 P-495 20 J-449 J-381 8.00 Ductile Iron 130.0 -0.11 0.00 1009 P-496 9 J-449 J-450 6.00 1 Ductile Iron 130.0 0.00 0.00 Bentley WaterCAD CONNECT Bentley Systems,Inc. Haestad Methods Edition VW-LAKES-WaterCAD-PH4.wtg Solution Center [10.00.00.50) 3/23/2017 27 Siemon Company Drive Suite 200 W Page 2 of 2 Watertown,CT 06795 USA +1-203-755-1666 THE LAKES AT VALLEY WEST PHASE 4 Average Day: Reservoir Table ID Label Elevation Flow(Out Hydraulic Grade (ft) net) (ft) (9pm) 511 R-1 4,748.86 154.6 4,748.86 Average Day: Pump Table ID Label Elevation Pump,Definition Status Hydraulic Grade Hydraulic Flow(Total) Pump Head {ft) (Initial) (Suction) ; Grade (gpm) (ft) (ft) (Discharge) (ft) 512 PMP-1 4,741.86 Durston Rd#1721 On 4,748.86 4,960.92 154.6 212.06 Bentley Systems,Inc. Haestad VW-LAKES-WaterCAD-PH4.wtg Methods Solution Center Bentley WaterCAD CONNECT 3/23/2017 27 Siemon Company Drive Suite Edition 200 W Watertown,CT 06795 USA +1-203-755-1666 [10.00.00.50] MAX DAILY DEMAND INCLUDING FIRE FLOW THE LAKES AT VALLEY WEST PHASE 4 Max Day: Junction Table ID Label Elevation Demand Hydraulic Grade Pressure (ft) (9pm) (ft) (psi) 611 J-274 4,744.00 0.00 4,958.77 93 657 3-296 4,744.80 0.00 4,958.77 93 828 J-379 4,746.50 0.00 4,958.77 92 830 3-380 4,747.00 0.00 4,958.77 92 832 3-381 4,747.50 0.00 4,958.77 91 834 3-382 4,748.00 0.00 4,958.77 91 868 3-396 4,743.70 0.00 4,958.77 93 871 3-4001 4,766.70 0.58 4,958.73 83 873 J-398 4,743.70 0.00 4,958.77 93 876 3-4002 4,766.70 0.58 4,958.74 83 878 3-400 4,744.56 0.00 4,958.77 93 881 1 3-4003 4,766.90 0.58 4,958.74 83 883 1-402 4,744.20 0.00 4,958.77 93 886 1-4004 4,767.20 0.58 4,958.74 83 888 3-404 4,744.50 0.00 4,958.77 93 891 3-4005 4,767.50 0.58 4,958.74 83 893 1 3-406 4,744.50 0.00 4,958.77 93 896 3-4007 4,767.50 0.58 4,958.74 83 898 3-408 4,744.50 0.00 4,958.77 93 901 3-4008 4,767.90 0.58 4,958.74 83 903 J-4009 4,767.90 0.58 4,958.74 83 905 1 3-411 4,745.30 0.00 4,958.77 92 908 3-4011 4,768.30 0.58 4,958.74 82 910 3-4010 4,768.30 0.58 4,958.74 82 912 3-414 4,745.60 0.00 4,958.77 92 915 3-4012 4,768.60 0.58 4,958.74 82 917 1 3-4013 4,768.60 0.58 1 4,958.74 1 82 919 3-417 4,746.00 0.00 4,958.77 92 922 1 3-4014 4,769.00 0.58 4,958.74 82 Max Da : Junction Table cont. ID Label Elevation Demand Hydraulic Grade Pressure (ft) (9Pm) (ft) (Psi) 924 3-4015 4,769.00 0.58 4,958.74 82 926 3-420 4,744.60 0.00 4,958.77 93 929 3-4016 4,767.60 0.58 4,958.75 83 932 3-423 4,745.22 0.00 4,958.77 92 935 3-4017 4,767.90 0.58 4,958.75 83 942 3-427 4,745.60 0.00 4,958.77 92 945 3-4018 4,768.20 0.58 4,958.74 82 948 3-430 4,745.40 0.00 4,958.77 92 951 3-4019 4,768.40 0.58 4,958.75 82 953 J-432 4,745.70 0.00 4,958.77 92 956 3-4020 4,768.70 0.58 4,958.74 82 958 J-434 4,746.00 0.00 4,958.77 92 961 3-4021 4,769.00 0.58 4,958.75 82 963 3-436 4,746.33 0.00 4,958.77 92 966 3-4022 4,769.10 0.58 4,958.74 82 968 J-438 4,746.70 0.00 4,958.77 92 971 3-4023 4,769.60 0.58 4,958.75 82 973 J-4024 4,769.50 0.58 4,958.74 82 975 J-441 4,747.11 0,00 4,958.77 92 978 3-4026 1 4,747.00 0.58 4,958,74 92 980 3-4025 4,747.00 0.58 4,958.75 92 985 3-444 4,746.12 0.00 4,958.77 92 998 3-448 4,768.00 0.00 4,958.77 83 1005 J-449 4,747.33 0.00 4,958.77 91 1008 1-450 4,772.00 0.00 4,958.77 81 Bentley W aterCAD CONNECT Edition VW-LAKES-WaterCAD-PH4.wtg Bentley Systems,Inc. Haestad Methods Solution Center [10.00.00.50] 3/23/2017 27 Siemon Company Drive Suite 200 W Watertown,CT 067, Page 2 of 2 THE LAKES AT VALLEY WEST PHASE 4 Max Day: Pipe Table ID Label Length Start Node Stop Node Diameter Material Hazen- Flow Velocity (Scaled) (in) Williams C (gpm) (ft/s) (ft) 831 P-400 26 3-379 J-380 8.00 Ductile Iron 130.0 0.00 0.00 835 P-402 43 J-381 3-382 8.00 Ductile Iron 1 130.0 0.00 0.00 869 P-422 57 3-274 3-396 8.00 Ductile Iron 130.0 8.38 0.05 872 P-424 80 J-396 3-4001 1.00 Ductile Iron 130.0 0.58 0.24 874 P-425 15 3-396 3-398 8.00 Ductile Iron 130.0 7.80 0.05 877 P-427 67 3-398 J-4002 1.00 Copper 135.0 0.58 0.24 879 P-428 27 3-398 J-400 8.00 Ductile Iron 130.0 7.22 0.05 882 P-430 80 3-400 1-4003 1.00 Copper 135.0 0.58 0.24 884 P-431 30 3-400 J-402 8.00 Ductile Iron 130.0 6.64 0.04 887 P-433 77 1-402 3-4004 1.00 Copper 135.0 0.58 0.24 889 P-434 36 J-402 3-404 8.00 Ductile Iron 130.0 6.06 0.04 892 P-436 67 3-404 J-4005 1.00 Copper 135.0 0.58 0.24 894 P-437 16 3-404 J-406 8.00 Ductile Iron 130.0 5.48 0.03 897 P-439 82 3-406 J-4007 1.00 Copper 135.0 0.58 0.24 899 P-440 56 3-406 J-408 8.00 Ductile Iron 130.0 4.90 0.03 902 P-442 66 3-408 J-4008 1.00 Copper 135.0 0.58 0.24 904 P-443 82 J-408 3-4009 1.00 Copper 135.0 0.58 0.24 906 P-444 53 J-408 J-411 8.00 Ductile Iron 130.0 3.74 0.02 909 P-446 82 J-411 3-4011 1.00 Copper 135.0 0.58 0.24 911 P-447 66 3-411 3-4010 1.00 Copper 135.0 0.58 0.24 913 P-448 53 3-411 J-414 8.00 Ductile Iron 130.0 2.58 0.02 916 P-450 66 3-414 3-4012 1.00 Copper 135.0 0.58 0.24 918 P-451 82 J-414 J-4013 1.00 Copper 135.0 0.58 0.24 920 P-452 55 3-414 J-417 8.00 Ductile Iron 130.0 1.42 0.01 923 P-454 66 J-417 3-4014 1.00 Copper 135.0 0.58 0.24 925 P-455 82 3-417 J-4015 1.00 Copper 1 135.0 0.58 0.24 927 P-456 37 3-296 J-420 8.00 Ductile Iron 130.0 6.12 0.04 930 P-458 1 55 1 3-420 1 3-4016 1 1.00 Copper 135.0 1 0.58 0.24 Max Day: Pi a Tabie cont. ID Label Length Start Node Stop Node Diameter Material Hazen- Flow Velocity (Scaled) (in) Williams C (gpm) (ft/s) 933 P-459 12 3-420 3-423 8.00 Ductile Iron 130.0 5.54 0.04 936 P-461 57 3-423 J-4017 1.00 Copper 1 135.0 0.58 0.24 946 P-466 60 1 3-427 3-4018 1.00 Copper 135.0 0.58 0.24 949 P-467 50 J-423 1-430 8.00 Ductile Iron 130.0 4.96 0.03 952 P-469 54 J-430 J-4019 1.00 Copper 135.0 0.58 0.24 954 P-470 42 3-427 J-432 8.00 Ductile Iron 130.0 3.80 0.02 957 P-472 60 3-432 J-4020 1.00 Copper 1 135.0 0.58 0.24 959 P-473 23 1 3-432 3-434 8.00 Ductile Iron 130.0 3.22 0.02 962 P-475 54 J-434 J-4021 1.00 Copper 135.0 0.58 0.24 964 P-476 19 3-434 J-436 8.00 Ductile Iron 130.0 2.64 0.02 967 P-478 60 3-436 J-4022 1.00 Copper 135.0 0.58 0.24 969 P-479 43 3-436 3-438 8.00 Ductile Iron 1 130.0 2.06 0.01 972 P-481 55 1 3-438 3-4023 1.00 Copper 135.0 0.58 0.24 974 P-482 60 3-438 3-4024 1.00 Copper 135.0 0.58 0.24 976 P-483 48 J-438 J-441 8.00 Ductile Iron 130.0 0.90 0.01 979 P-485 60 J-441 J-4026 1.00 Copper 135.0 0.58 0.24 981 P-486 55 J-441 3-4025 1.00 Copper 1 135.0 0.58 0.24 982 P-487 253 J-381 3-379 8.00 Ductile Iron 130.0 -0.26 0.00 986 P-488 192 J-417 J-444 8.00 Ductile Iron 130.0 0.26 0.00 987 P-489 242 J-444 J-379 8.00 Ductile Iron 130.0 0.26 0.00 999 P-493 13 3-444 J-448 6.00 Ductile Iron 130.0 0.00 0.00 1006 P-494 26 J-441 3-449 8.00 Ductile Iron 130.0 -0.26 0.00 1007 P-495 20 3-449 3-381 8.00 1 Ductile Iron 130.0 -0.26 1 0.00 1009 P-496 9 J-449 3-450 6.00 1 Ductile Iron 130.0 0.00 1 0.00 Bentley WaterCAD CONNECT Edition VW-LAKES-WaterCAD-PH4.wtg Bentley Systems,Inc. Haestad Methods Solution Center [10.00.00.50] 3/22/2017 27 Siemon Company Drive Suite 200 W Watertown,CT Page 2 of 2 06795 USA +1-203-755-1666 THE LAKES AT VALLEY WEST PHASE 4 Max Day: Reservoir Table ID Label Elevation Flow(Out net) Hydraulic Grade (ft) (gpm) (ft) 511 R-1 4,748.86 356.06 4,748.86 Max Day: Pump Table ID Label Elevation Pump Definition Status(Initial) Hydraulic Hydraulic Grade Flow(Total) Pump Head (ft) Grade (Discharge) (gpm) (ft) (Suction) (ft) {ft) 512 PMP-1 4,741.86 Durston Rd On 4,748.85 4,959.23 356.06 210.38 #1721 VW-LAKES-WaterCAD-PH4.wtg Bentley Systems,Inc. Haestad Methods Solution Center Bentley WaterCAD CONNECT Edition[10.00.00.50) 3/22/2017 27 Siemon Company Drive Suite 200 W Watertown,CT 06795 USA -Page 1 of 1 THE LAKES AT VALLEY WEST 4 . Phase 1- Phase 4 Max Day: Fire Flow Report Label Satisfies Fire Fire Flow Flow(Total Flow(Total Pressure Pressure Pressure Pressure Junction Pressure Junction w/ Flow (Available) Needed) Available) (Residual(Calculated (Zone (Calculated w/ (Calculated Minimum Constraints? (gpm) (gpm) (gpm) Lower Residual) Lower Zone Minimum System Pressure Limit) (psi) Limit) Lower Pressure Lower (System) (psi) (psi) Limit) (Zone) Limit) 3-130 True 2,685.05 1,500.00 2,685.05 20 25 20 20 3-150 20 3-150 Existing Phases 3-131 True 2,769.77 1,500.00 2,769.77 20 26 20 20 3-171 20 3-450 Existing Phases 3-132 True 2,705.92 1,500.00 2,705.92 20 26 20 20 3-179 20 3-179 Existing Phases 1-252 True 2,722.03 1,500.00 2,722.03 20 28 20 20 3-163 20 1-163 Existing Phases 3-266 True 2,733.00 1,500.00 2,733.00 20 26 20 20 3-193 20 3-193 Existing Phases 3-321 True 2,696.76 1,500.00 2,696.76 20 25 20 20 3-371 19 J-450 Existing Phases 3-324 True 2,656.33 1,500.00 2,656.33 20 25 20 20 3-332 1 19 J-450 Existing Phases 3-325 True 2,507.56 1,500.00 2,507.56 20 23 20 20 3-339 20 3-450 Existing Phases 3-448 True 12,311.05 1,500.00 2,311.05 20 20 20 24 3-4015 24 3-4015 Proposed Phase 4 3-450 True 12,297.921 1,500.00 2,297.92 20 20 20 32 3-449 23 3-4023 1 Proposed Phase 4 Bentley WaterCAD CONNECT Edition VWLAKES-WaterCAD-PH4.wtg Bentley Systems,Inc. Haestad Methods Solution Center [10.00.00.501 3/22/2017 27 Siemon Company Drive Suite 200 W Watertown,CT Page 1 of 1 06795 USA+1-203-755.1666 PEAK HOURLY DEMAND THE LAKES AT VALLEY WEST PHASE 4 Peak Hour: Junction Table ID Label Elevation Demand Hydraulic Grade Pressure M (9pm) M (psi) 611 3-274 4,744.00 0.00 4,957.13 92 657 3-296 4,744.80 0.00 4,957.13 92 828 3-379 4,746.50 0.00 4,957.13 91 830 3-380 4,747.00 0.00 4,957.13 91 832 3-381 4,747.50 0.00 4,957.13 91 834 3-382 4,748.00 0.00 4,957.13 90 868 3-396 4,743.70 0.00 4,957.13 92 871 3-4001 4,766.70 0.75 4,957.07 82 873 3-398 4,743.70 0.00 4,957.13 92 876 3-4002 4,766.70 0.75 4,957.08 82 878 3-400 4,744.56 0.00 4,957.13 92 881 J-4003 4,766.90 0.75 4,957.07 82 883 3-402 4,744.20 0.00 4,957.13 92 886 3-4004 4,767.20 0.75 4,957.07 82 888 3-404 4,744.50 0.00 4,957.13 92 891 1 3-4005 4,767.50 0.75 4,957.08 82 893 3-406 4,744.50 0.00 4,957.13 92 896 3-4007 4,767.50 0.75 4,957.07 82 898 3-408 4,744.50 0.00 4,957.13 92 901 3-4008 4,767.90 0.75 4,957.08 82 903 3-4009 4,767.90 0.75 4,957.07 82 905 3-411 4,745.30 0.00 4,957.13 92 908 1-4011 4,768.30 0.75 4,957.07 82 910 3-4010 4,768.30 0.75 4,957.08 82 912 3-414 4,745.60 0.00 4,957.13 92 915 3-4012 4,768.60 0.75 4,957.08 82 917 3-4013 4,768.60 0.75 4,957.07 82 919 3-417 4,746.00 0.00 4,957.13 91 922 3-4014 4,769.00 0.75 4,957.08 81 Peak Hour: Junction Table cont. ID label Elevation Demand Hydraulic Grade Pressure (ft) (gpm) (ft) (psi) 924 3-4015 4,769.00 0.75 4,957.07 81 926 3-420 4,744.60 0.00 4,957.13 92 929 J-4016 4,767.60 0.75 4,957.09 82 932 3-423 4,745.22 0.00 4,957.13 92 935 J-4017 4,767.90 0.75 4,957.09 82 942 J-427 4,745.60 0.00 4,957.13 92 945 J-4018 4,768.20 0.75 4,957.09 82 948 J-430 4,745.40 0.00 4,957.13 92 951 J-4019 4,768.40 0.75 4,957.09 82 953 J-432 4,745,70 0,00 4,957.13 91 956 J-4020 4,768.70 0.75 4,957.09 82 958 J-434 4,746.00 0.00 4,957.13 91 961 J-4021 4,769.00 0.75 4,957.09 81 963 J-436 4,746.33 0.00 4,957.13 91 966 3-4022 4,769.10 0.75 4,957.09 81 968 J-438 4,746.70 0.00 4,957.13 91 971 J-4023 4,769.60 0.75 4,957.09 81 973 3-4024 4,769.50 0.75 4,957.09 81 975 3-441 4,747.11 0.00 4,957.13 91 978 1 3-4026 4,747.00 0.75 4,957.09 91 980 J-4025 4,747.00 0.75 4,957.09 91 985 3-444 4,746.12 0.00 4,957.13 91 998 J-448 4,768.00 0.00 4,957.13 82 1005 3-449 4,747.33 0.00 4,957.13 91 1008 1 3-450 4,772.00 0.00 4,957.13 80 CONNECT Edition VW-LAKES-WaterCAD-PH4.wtg Bentley Systems,Inc. Haestad Methods Solution Center [10.00.00.50] 3/23/2017 27 Siemon Company Drive Suite 200 W Watertown,CT 06795 USA +1- Page 2 of 2 203-755-1666 THE LAKES AT VALLEY WEST PHASE 4 Peak Hour: Pipe Table ID Label Length Start Node Stop Node Diameter Material Hazen-Williams Flow Velocity (Scaled) (in) C (gpm) (ft/s) (ft) 831 P-400 26 3-379 3-380 8.00 Ductile Iron 130.0 0.00 0.00 835 P-402 1 43 3-381 3-382 8.00 Ductile Iron 130.0 0.00 0.00 869 P-422 57 3-274 3-396 8.00 Ductile Iron 130.0 10.83 0.07 872 P-424 80 3-396 3-4001 1.00 Ductile Iron 130.0 0.75 0.31 874 P-425 15 3-396 3-398 8.00 Ductile Iron 130.0 10.08 0.06 877 P-427 67 3-398 3-4002 1.00 Copper 135.0 0.75 0.31 879 P-428 27 3-398 3-400 8.00 Ductile Iron 130.0 9.33 0.06 882 P-430 80 3-400 3-4003 1.00 Copper 135.0 0.75 0.31 884 P-431 30 J-400 3-402 8.00 Ductile Iron 130.0 8.58 0.05 887 P-433 77 3-402 3-4004 1.00 Copper 135.0 0.75 0.31 889 P-434 36 3-402 3-404 8.00 Ductile Iron 130.0 7.83 0.05 892 P-436 67 3-404 3-4005 1.00 Copper 135.0 0.75 0.31 894 P-437 16 3-404 3-406 8.00 Ductile Iron 130.0 7.08 0.05 897 P-439 82 3-406 3-4007 1.00 Copper 135.0 0.75 0.31 899 P-440 56 3-406 3-408 8.00 Ductile Iron 130.0 6.33 0.04 902 P-442 66 3-408 3-4008 1.00 Copper 135.0 0.75 0.31 904 P-443 82 3-408 3-4009 1.00 Copper 135.0 0.75 0.31 906 P-444 53 3-408 3-411 8.00 Ductile Iron 130.0 4.83 0.03 909 P-446 82 3-411 3-4011 1.00 Copper 135.0 0.75 0.31 911 P-447 66 3-411 3-4010 1.00 Copper 135.0 0.75 0.31 913 P-448 53 3-411 3-414 1 8.00 Ductile Iron 130.0 3.33 0.02 916 P-450 66 3-414 3-4012 1.00 Copper 135.0 0.75 0.31 918 P-451 82 3-414 3-4013 1.00 Copper 135.0 0.75 0.31 920 P-452 55 3-414 3-417 8.00 Ductile Iron 130.0 1.83 0.01 923 P-454 66 3-417 3-4014 1.00 Copper 135.0 0.75 0.31 925 P-455 82 3-417 3-4015 1.00 Copper 135.0 0.75 0.31 927 P-456 37 J 296 3-420 8.00 1 Ductile Iron 130.0 7.92 0.05 Peak Hour: Pipe Table (cont.) ID Label Length Start Node Stop Node Diameter Material Hazen-Williams Flow Velocity (Scaled) (in) C (gpm) (ft/s) (ft) 930 P-458 55 3-420 J-4016 1.00 Copper 135.0 0.75 0.31 933 P-459 12 J-420 J-423 8.00 Ductile Iron 130.0 7.17 0.05 936 P-461 57 J-423 J-4017 1.00 Copper 135.0 0.75 0.31 946 P-466 60 J-427 1-4018 1.00 Copper 135.0 0.75 0.31 949 P-467 50 J-423 3-430 8.00 Ductile Iron 130.0 6.42 0.04 952 P-469 54 J-430 3-4019 1.00 Copper 135.0 0.75 0.31 954 P-470 42 3-427 3-432 8.00 Ductile Iron 130.0 4.92 1 0.03 957 P-472 60 J-432 J-4020 1.00 Copper 135.0 0.75 0.31 959 P-473 23 J-432 3-434 8,00 Ductile Iron 130.0 4.17 0.03 962 P-475 54 J-434 J-4021 1.00 Copper 135.0 0.75 0.31 964 P-476 19 J-434 J-436 8.00 Ductile Iron 130.0 3.42 0.02 967 P-478 60 3-436 J-4022 1.00 Copper 135.0 0.75 0.31 969 P-479 43 J-436 J-438 8.00 Ductile Iron 130.0 2.67 0.02 972 P-481 55 J-438 3-4023 1.00 Copper 135.0 0.75 0.31 974 P-482 60 3-438 J-4024 1.00 Copper 135.0 0.75 0.31 976 P-483 48 J-438 J-441 8.00 Ductile Iron 130.0 1.17 0.01 979 P-485 60 J-441 3-4026 1.00 Copper 135.0 0.75 0.31 981 P-486 55 3-441 J-4025 1.00 Copper 135.0 0.75 0.31 982 P-487 253 3-381 1-379 8.00 Ductile Iron 130.0 -0.33 0.00 986 P-488 192 3-417 J-444 8.00 Ductile Iron 130.0 0.33 0.00 987 P-489 242 3-444 3-379 8.00 Ductile Iron 130.0 0.33 1 0.00 999 P-493 13 3-444 J-448 6.00 Ductile Iron 130.0 0.00 0.00 1006 P-494 26 3-441 J-449 8.00 Ductile Iron 130.0 -0.33 0.00 1007 P-495 20 J-449 J-381 8.00 Ductile Iron 130.0 ]-0.33 0.00 1009 P-496 9 3-449 J-450 6.00 Ductile Iron 130.0 0.00 0.00 Bentley Systems,Inc. Haestad Methods Solution Bentley WaterCAD CONNECT Edition VW-LAKES-WaterCAD-PH4.wtg Center [10.00.00.501 3/22/2017 27 Siemon Company Drive Suite 200 W Watertown, Page 2 of 2 CT 06795 USA +1-203-755-1666 THE LAKES AT VALLEY WEST PHASE 4 Peak Hour: Reservoir Table ID Label Elevation Flow(Out -Hydraulic Grade (ft} net) (ft) (Qpm) 511 R-1 4,748.86 463,51 4,748.86 Peak Hour: Pump Table ID Label Elevation Pump Definition Status Hydraulic Grade Hydraulic Flow(Total) Pump Head (ft) (Initial) (Suction) Grade (gpm) (ft) (ft) (Discharge) 512 PMP-1 4,741.86 Durston Rd#1721 On 4,748.85 4,957.88 463.51 209.03 Bentley WaterCAD CONNECT Bentley Systems,Inc. Haestad Edition VW-LAKES-WaterCAD-PH4.wtg Methods Solution Center [10.00.00.50] 3/23/2017 27 Siemon Company Drive Suite 200 Page 1 of 1 W Watertown,CT 06795 USA +1- 203-755-1666 WATERCAD MODEL i Ap Ah J-275 P-288 _- _ . 9 IRV — l iPs� J-336 \ ' / J4001 to 2 _ \\ u) ----- `I — J-337 �tk ba J-339 J-338 I Q�`P5 9 J-4003 Color Coding Legend :`"' J-39 3p Pipe: Diameter(in) 0.75 J 4002 0 <= 1.00 <= 6.00 J 4 2 Fy433 J-4004 I 1 <= 8.00 12.00 1 CY) 1 I Other a 1II I I � 1 I I I I \ 58 J-4016 J-40 �-4 I P 461 J 4005 J-40 , 39 J-4007 I Color Coding Legend J-4017 J MV Junction:Pressure(psi) I a i • <= 20 4�4 C — 30 J 66 J-4018 3 <= 50 J-4019 469 J-4 \ -4 J-40 443 J-4009 • <= 70 J-4008 I • <= 90 • 100 11 1 • — 120 • Other J F�472 J-4020 I �75 J P-ij 7 J-41 46 J-4011 J-4021 J 4010 \ I I � J P`78 J-4022 It\I I I I I I I I I I w J-4012 J�1 �451 J-4013 II 1 I 1 J4023 481 = -482 g1h J-4024 Mw 1 IMw I I J-4 I I 486 J I 48 5 — J-4026 J-4014 J 4 -455 J 4015 I I J-4025 w _ I I P 9 � i --------- / I 4 I I J450 ----�� J 1 OSTEND LANE P-487 I J- 9 ------------------ __ --- / HORIZ.SCALE a- 0 30 15 0 30 60 J-3 2 ��0`PS •J IN FEET `r- Fv� I I ll`I,i 'Al DRAWNBY:CPK PROJECT NUMBER VERIFY SCALP REVISIONS ='ila a� THE LAKES AT VALLEY WEST SUBDIVISION 5352.008 NO. DESCRIPTION DATE BY 2080 Technology Blvd West = �' DSGN,BY:CPK PHASE 4 SHEET NUMBER THESE REDUCED. INE EL DE Morrison REDUCER.NTS MAL BE ® Bozeman,MT 59718 JAAlES A �:, APPR.BY:JRN BOZEMAN MONTANA 1 MEASURES ONE NON ULLMAN Wi ORIGINAL DRAWING. ■. 10539 PE DATE:03/2017 W; DRAWING NUMBER M a i e r I e Phone:(406)587-0721 ?= O.C.REVIEW WATER DISTRIBUTION SYSTEM Fax:(406)922.6702 1 TENS a BY: ANALYSIS FIG. 1 MOOIFY SCALE ACCORDINGLYI y II NA�,,.`�`� DATE: engineers•surveyors•planners•scientists COPYRIGHT S MORRI`SONJ. cm.:.WC.,2011 Iluii,u I.1.