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Home My WebLink AboutMONTAVA - PHASE E - TOWN CENTER RESIDENTIAL - BDR220003 - MONTAVA SUBMITTAL DOCUMENTS - ROUND 2 - OTHER WATER AND OR SANITATION DISTRICTS (3)Potable Water Analysis For Montava Subdivision Phase E submitted to: East Larimer County Water District November, 2022 ENGINEER’S STATEMENT I hereby certify that this report for the Potable Water Analysis for Montava Subdivision was prepared by me, or under my direct supervision, for the owners thereof, in accordance with the provisions of the East Larimer County Water District Water Distribution System Design Criteria Manual. ______________________________ Jonathan F. Sweet Registered Professional Engineer State of Colorado No. 40341 Potable Water Analysis – Montava Subdivision, Fort Collins, Colorado The purpose of this analysis is to determine whether the existing potable water infrastructure can service the proposed Montava Phase E and whether the construction of Phase E can operate efficiently with the overall buildout of the Montava Subdivision. The existing infrastructure around the Montava Subdivision includes a 24” East Larimer County (ELCO) main line located in Mountain Vista Dr., a 12” line located in N Giddings Rd and continues through Richards Lake Rd., and a 24” line located in N Timberline Rd that continues north along the west boundary of Montava Phase E. The proposed tie in locations for Phase E include 2 connections to the 24” line along the western boundary. Existing pressures were determined from pressure logger data in the N Giddings Rd 12” line. The average pressure recorded from the pressure logger was 84 psi. This pressure was used to calibrate the WaterCAD model and determine the HGL of the system. The existing pressure information can be found in Appendix A. The overall Montava potable waterline layout has been analyzed for this report to show that the improvements for Phase E will work within the overall system. The PUD Master Plan was used to determine the projected number of dwelling units within each phase of Montava. Commercial and office space square footage was also estimated based on the Master Plan. Master Plan assumptions and a Potable Demand Exhibit can be seen in Appendix B. The potable water demand per phase was determined utilizing the peak hour demand assumptions for Montava and information obtained from ELCO criteria (note that irrigation will be ran off a separate system). Considering the variety of residential units throughout Montava, a general occupancy of 2.35 people/unit was utilized at 65 gallons/person/day (gpcd) with a peaking factor of 3. A peak hour demand of 0.8 gal/1000sf/min was used for the estimated commercial/office areas. Fire flow requirements of 2,500 gpm were used for every phase except A & L which have only single-family usage. These assumptions and calculations can be seen in Appendix C. Demands were modeled using WaterCAD in two different scenarios. The scenarios modeled include a general overall layout of the ultimate Montava Subdivision as well as the Phase E proposed waterline layout. The overall Montava Subdivision was modeled with one node per phase to represent the demand within that phase. The overall waterline layout is unknown at this point; however the basic model can be used to estimate sizing requirements and future tie in locations. The overall Montava Subdivision was modeled at peak hour rates with fire flows to determine required looping and sizing of the potable system. The proposed pressures range between 80- 100 psi and velocities within pipes remain below 10 ft/s. The Phase E waterline layout has been modeled with the current proposed design. Peak demands for Phase E have been evenly distributed between nodes throughout the system and fire flows of 2,500 gpm have been run in parallel. Looping integrity is not as strong without the other phases therefore sizing adjustments of pipes connecting to the existing mainlines were made to satisfy hydraulic requirements. The Phase E pressures range from 90-100 psi and velocities within pipes remain below 10 ft/s. The WaterCAD model results for all scenarios can be seen in Appendix D. Based on these results, the existing infrastructure can support the proposed site plans for the Montava Phase E potable water as well as the Overall Montava potable water. The development of Phase E will also work with the Overall Montava potable water layout and allow for the future phasing of the overall system. Appendix A Background Information 50 55 60 65 70 75 80 85 27 Wed Sep 2017 28 Thu 29 Fri 30 Sat 1 Sun 2 Mon 3 Tue 4 Wed Downloaded Data - Wednesday, October 4, 2017 Date/Time Giddings Road-Pressure/psig Date/Time Giddings Road-Pressure/psig Index Minimum Value 77.7 Average Value 84.3 Maximum Value 87.3 9/26/2017 11:21 83.9 0 9/26/2017 11:31 84.7 1 9/26/2017 11:41 84.4 2 9/26/2017 11:51 84.6 3 9/26/2017 12:01 85 4 9/26/2017 12:11 85.5 5 9/26/2017 12:21 85.2 6 9/26/2017 12:31 84.6 7 9/26/2017 12:41 84.9 8 9/26/2017 12:51 85.2 9 9/26/2017 13:01 85 10 9/26/2017 13:11 85.1 11 9/26/2017 13:21 85.6 12 9/26/2017 13:31 85.2 13 9/26/2017 13:41 84.9 14 9/26/2017 13:51 84.9 15 9/26/2017 14:01 84.5 16 9/26/2017 14:11 84.9 17 9/26/2017 14:21 86 18 9/26/2017 14:31 85.2 19 9/26/2017 14:41 85.3 20 9/26/2017 14:51 81.5 21 9/26/2017 15:01 80.9 22 9/26/2017 15:11 80.9 23 9/26/2017 15:21 80.9 24 9/26/2017 15:31 80.8 25 9/26/2017 15:41 80.6 26 9/26/2017 15:51 80.6 27 9/26/2017 16:01 80.6 28 9/26/2017 16:11 80.9 29 9/26/2017 16:21 80.7 30 9/26/2017 16:31 80.3 31 9/26/2017 16:41 80.6 32 9/26/2017 16:51 80.5 33 9/26/2017 17:01 80.6 34 9/26/2017 17:11 80.9 35 9/26/2017 17:21 80.6 36 9/26/2017 17:31 80.6 37 Appendix B Demand Assumptions & Proposed Layout Appendix C Demand Calculations Montava Subdivision Potable Water Design A B C D E F G H I J K L A B C D E F G H I J K L SFE Other SFE Other Development Type Occupancy (People/Unit)2 Gallons/Person/D ay (gpcd)2 Max. Day/ Avg. Factor2 Residential 2.35 65 2 Development Type Floor Area Ratio (FAR) School - - - - - - - 1750 - 1750 - - 3500 students 0 0 0 0 0 0 0 53 0 53 0 0 Industrial 0.3 Average demand 0.011 Total Demand (gallons per minute)Peak Hour 354.6242.180.2 148.9 16 Gallons per Student per minute Schools Avg. gal/1000sf/min Peak Hour Demand gal/1000sf/min 0.14 Assumptions Residential 0.800 0.600 Peak Hour Demand 0.0300 Gallons/student/day7 Montava Potable Water Demand Calculations Total Demands (gpm) Peak HourAverage DayTotalDevelopment Type 0.0 38.9 Phase Dwelling Units Phase ResidentialDwelling Units Total Peak Demands (gpm) Non-Residential 0.0 105.0 405.7 1.3 127.3381.4 430 468 432 252252 261.36 435.6304.92 43.56 163.35 Commercial/Office (Building 1000 sq ft)0 141.6 272.25 0 350 Commercial/Of fice 0.5 0.25 0 0 0 4305 dwelling units 80 129 137380 224 406 400 306405 127 97 456.7 1370.0149 137 80 121 71 111 0 163.9 97.4Non-Residentialbuilding (1000 sq ft)1623 Potable Water Demands 0 115.0 251.6 332.9 477.7 131 209 348 0 0113 218 0 244 35 129 Fire Flows Minimum Flow at 20 psi 1,500 gpm 2,500 gpm Single-Family Residential Multi-Family Residential & Commercial Peak Hour/ Avg. Factor 3 Appendix C Appendix D Model Results Scenario: Base P-28P-27 P-26P-22P-19P -1 8 P-17P-12P-8P -7 P -6 P -5P-1 EX 24" (3)EX 24" (2)EX 24" (1)EX 10" (2)EX 10" (1)EX 12" (1)EX 12" (2)EX 12" (3)EX 12" (4)EX 12" (5)P-20 0.82 ft/s0.12 ft/s0.20 ft/s0.98 ft/s0.92 ft/s0.79 ft/s0.02 ft/s0.14 ft/s0.97 ft/s0.64 ft/s0.97 ft/s0.34 ft/s0.16 ft/s0.74 ft/s0.35 ft/s 1.0 9 ft/s 1.20 ft/s0.09 ft/s 0.08 ft/s0.38 ft/s 1.0 1 ft/s 1.54 ft/s0.51 ft/s2.64 ft/s8.0 in8.0 in8.0 in8.0 in8.0 in8.0 in 10.0 in8.0 in12.0 in1 2.0 in 1 2.0 in 12.0 in24.0 in 24.0 in24.0 in24.0 in10.0 in10.0 in12.0 in12.0 in12.0 in12.0 in12.0 in8.0 in Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 11/15/2022 WaterCAD [10.03.02.75] Bentley Systems, Inc. Haestad Methods Solution CenterOverall Montava Water Model.wtg Scenario: Base Current Time Step: 0.000 h Fire Flow Node FlexTable: Fire Flow Report K:\1230\0005\04 Design Calculations\Potable\WaterCAD Modeling\Overall Montava Water Model.wtg Label Fire Flow Iterations Satisfies Fire Flow Constraints? Fire Flow (Needed) (gpm) Fire Flow (Available) (gpm) Flow (Total Needed) (gpm) Flow (Total Available) (gpm) Pressure (Residual Lower Limit) (psi) Pressure (Calculated Residual) (psi) Pressure (Zone Lower Limit) (psi) J-1 2 True 2,500 3,000 2,500 3,000 20 90 0 J-2 2 True 2,500 3,000 2,500 3,000 20 102 0 J-3 2 True 2,500 3,000 2,500 3,000 20 101 0 J-4 2 True 2,500 3,000 2,500 3,000 20 81 0 EX. PRESSURE LOGGER 2 True 2,500 3,000 2,500 3,000 20 78 0 J-6 2 True 2,500 3,000 2,500 3,000 20 88 0 J-7 2 True 2,500 3,000 2,500 3,000 20 77 0 J-8 2 True 2,500 3,000 2,500 3,000 20 91 0 J-9 2 True 2,500 3,000 2,500 3,000 20 93 0 J-10 2 True 2,500 3,000 2,500 3,000 20 96 0 J-11 2 True 2,500 3,000 2,500 3,000 20 93 0 PHASE G 3 True 2,500 2,690 2,752 2,942 20 83 0 CONNECTION 1 2 True 2,500 3,000 2,500 3,000 20 96 0 J-12 2 True 2,500 3,000 2,500 3,000 20 94 0 J-15 2 True 2,500 3,000 2,500 3,000 20 96 0 PHASE H 2 True 2,500 3,000 2,833 3,333 20 91 0 PHASE I 3 True 2,500 2,698 2,978 3,175 20 95 0 CONNECTION 6 2 True 2,500 3,000 2,500 3,000 20 97 0 PHASE J 2 True 2,500 3,000 2,664 3,164 20 82 0 PHASE K 3 True 2,500 2,696 2,627 2,824 20 88 0 CONNECTION 5 2 True 2,500 3,000 2,500 3,000 20 94 0 J-16 2 True 2,500 3,000 2,615 3,115 20 91 0 PHASE D 2 True 2,500 3,000 2,649 3,149 20 94 0 PHASE E 2 True 2,500 3,000 2,881 3,381 20 93 0 PHASE C1 2 True 2,500 3,000 2,677 3,177 20 81 0 CONNECTION 4 2 True 2,500 3,000 2,500 3,000 20 82 0 PHASE C2 3 True 2,500 2,900 2,677 3,077 20 79 0 PHASE L 2 True 1,500 3,000 1,597 3,097 20 77 0 PHASE B 3 True 2,500 2,514 2,742 2,756 20 59 0 PHASE A 4 True 1,500 2,274 1,580 2,354 20 67 0 CONNECTION 3 2 True 2,500 3,000 2,500 3,000 20 90 0 CONNECTION 2 2 True 2,500 3,000 2,500 3,000 20 96 0 J-13 3 True 2,500 2,954 2,500 2,954 20 93 0 J-14 2 True 2,500 3,000 2,500 3,000 20 94 0 Page 1 of 1 11/15/2022file:///C:/Users/eorourke/AppData/Local/Temp/Bentley/WaterCAD/l2ohivcf.xml Scenario: Base Current Time Step: 0.000 h FlexTable: Junction Table K:\1230\0005\04 Design Calculations\Potable\WaterCAD Modeling\Overall Montava Water Model.wtg ID Label Elevation (ft) Demand (gpm) Hydraulic Grade (ft) Pressure (psi) 63 CONNECTION 1 5,006.00 0 5,227.79 96 122 CONNECTION 2 5,004.00 0 5,227.79 97 118 CONNECTION 3 5,009.00 0 5,227.77 95 103 CONNECTION 4 5,029.00 0 5,226.67 86 85 CONNECTION 5 5,002.00 0 5,226.73 97 77 CONNECTION 6 4,998.00 0 5,227.23 99 42 EX. PRESSURE LOGGER 5,034.00 0 5,227.04 84 30 J-1 5,019.00 0 5,227.98 90 31 J-2 4,992.00 0 5,227.98 102 37 J-3 4,994.00 0 5,227.85 101 40 J-4 5,028.00 0 5,227.25 86 45 J-6 5,025.00 0 5,227.99 88 47 J-7 5,042.00 0 5,227.72 80 50 J-8 5,010.00 0 5,227.79 94 52 J-9 5,011.00 0 5,227.79 94 54 J-10 5,006.00 0 5,227.85 96 58 J-11 5,012.79 0 5,227.92 93 67 J-12 5,006.00 0 5,227.48 96 131 J-13 5,003.00 0 5,227.39 97 147 J-14 5,003.00 0 5,226.89 97 69 J-15 5,005.60 0 5,227.85 96 89 J-16 5,000.00 115 5,226.58 98 115 PHASE A 5,035.00 80 5,226.85 83 113 PHASE B 5,037.00 242 5,226.31 82 101 PHASE C1 5,030.00 177 5,226.61 85 107 PHASE C2 5,025.00 177 5,226.51 87 91 PHASE D 5,000.00 149 5,226.62 98 98 PHASE E 5,005.00 381 5,226.80 96 61 PHASE G 5,015.00 252 5,227.64 92 73 PHASE H 4,995.00 333 5,226.46 100 75 PHASE I 4,992.00 478 5,226.42 101 81 PHASE J 4,995.00 164 5,226.41 100 83 PHASE K 4,998.00 127 5,226.42 99 109 PHASE L 5,010.00 97 5,226.40 94 Page 1 of 1 11/15/2022file:///C:/Users/eorourke/AppData/Local/Temp/Bentley/WaterCAD/w11kn1jj.xml Scenario: Base Current Time Step: 0.000 h FlexTable: Pipe Table K:\1230\0005\04 Design Calculations\Potable\WaterCAD Modeling\Overall Montava Water Model.wtg ID Label Length (Scaled) (ft) Start Node Stop Node Diameter (in) Velocity (ft/s) Headloss Gradient (ft/1000ft) 53 EX 10"272 J-8 J-9 10.0 0.12 0.005 119 EX 10" (1)967 J-6 CONNECTION 3 10.0 0.79 0.227 120 EX 10" (2)1,751 CONNECTION 3 J-8 10.0 0.12 0.006 146 EX 12" (1)362 J-3 CONNECTION 6 12.0 2.64 1.705 86 EX 12" (2)1,273 CONNECTION 6 CONNECTION 5 12.0 1.20 0.393 104 EX 12" (3)1,519 CONNECTION 5 CONNECTION 4 12.0 0.34 0.038 105 EX 12" (4)1,384 CONNECTION 4 EX. PRESSURE LOGGER 12.0 0.97 0.266 44 EX 12" (5)782 EX. PRESSURE LOGGER J-4 12.0 0.97 0.266 48 EX 12" (6)1,768 J-4 J-7 12.0 0.97 0.266 49 EX 12" (7)1,038 J-7 J-6 12.0 0.97 0.266 123 EX 24" (1)1,300 J-9 CONNECTION 2 24.0 0.02 0.000 124 EX 24" (2)653 CONNECTION 2 CONNECTION 1 24.0 0.20 0.007 65 EX 24" (3)635 CONNECTION 1 J-10 24.0 0.82 0.087 59 EX 24" (4)609 J-1 J-11 24.0 0.94 0.111 60 EX 24" (5)791 J-11 J-10 24.0 0.83 0.088 70 EX 24" (6)316 J-10 J-15 24.0 0.01 0.000 71 EX 24" (7)2,297 J-15 J-3 24.0 0.01 0.000 39 EX 24" (8)2,368 J-3 J-2 24.0 0.65 0.057 152 P-1 311 R-3 J-6 24.0 0.38 0.020 35 P-2 146 R-2 J-1 24.0 0.94 0.111 36 P-3 336 J-2 R-1 24.0 0.65 0.057 68 P-4 265 CONNECTION 1 J-12 12.0 2.18 1.190 149 P-5 940 J-14 J-12 12.0 1.54 0.625 148 P-6 282 PHASE E J-14 12.0 1.09 0.328 99 P-7 1,074 PHASE D PHASE E 12.0 0.74 0.161 102 P-8 1,162 PHASE D PHASE C1 12.0 0.16 0.010 106 P-9 509 PHASE C1 CONNECTION 4 12.0 0.62 0.118 108 P-10 489 CONNECTION 4 PHASE C2 10.0 0.98 0.338 110 P-11 1,270 PHASE C2 PHASE L 8.0 0.40 0.084 141 P-12 2,149 PHASE L PHASE J 8.0 0.08 0.004 143 P-13 1,701 CONNECTION 6 PHASE J 8.0 1.04 0.483 142 P-14 412 PHASE I CONNECTION 6 8.0 2.22 1.976 76 P-15 862 PHASE H PHASE I 8.0 0.33 0.057 134 P-16 1,040 J-13 PHASE H 8.0 1.44 0.890 132 P-17 287 J-12 J-13 10.0 0.92 0.300 150 P-18 919 J-14 PHASE H 8.0 1.01 0.462 136 P-19 1,285 J-16 PHASE I 8.0 0.51 0.128 92 P-20 673 J-16 PHASE D 8.0 0.35 0.063 90 P-21 404 CONNECTION 5 J-16 8.0 0.89 0.367 114 P-22 1,504 PHASE C1 PHASE B 8.0 0.64 0.197 116 P-23 1,422 PHASE B PHASE A 8.0 0.91 0.378 121 P-24 1,067 PHASE A CONNECTION 3 8.0 1.42 0.865 88 P-25 645 PHASE K CONNECTION 5 8.0 1.04 0.487 111 P-26 1,291 PHASE L PHASE K 8.0 0.14 0.012 84 P-27 1,648 PHASE J PHASE K 8.0 0.09 0.005 62 P-28 631 J-11 PHASE G 8.0 0.98 0.436 66 P-29 792 PHASE G CONNECTION 1 8.0 0.63 0.190 156 P-30 898 CONNECTION 2 PHASE E 8.0 1.65 1.148 Page 1 of 1 11/15/2022file:///C:/Users/eorourke/AppData/Local/Temp/Bentley/WaterCAD/1vbcyhhj.xml Scenario: Base P-21P-4 4 P -43 P -42P-41 P -4 0 P-39 P -38P -3 7P-36P -33P-3 2 P -3 1P-3 0 P -29P-26P-25P-24P-19P-1 8 P-17P-1 6P-15P-14 P-1 3 P -12 P -11 P-1 0 P-9P -8P-7 P -6P -5 EX 24" (3)EX 24" (2)EX 24" (1)0.00 ft/s(N /A) ft/s 0.6 8 ft/s0.11 ft/s0.18 ft/s 0.0 9 ft/s 0.30 ft/s0.07 ft/s0.3 6 ft/s 0.24 ft/s 0 .00 ft/s0.19 ft/s 0.25 ft/s0.2 5 ft/s 0.24 ft/s 0.44 ft/s0.1 4 ft/s 0.60 ft/s0.63 ft/s0.30 ft/s0 .2 9 ft/s0.00 ft/s0 .4 6 ft/s0.14 ft/s0.02 ft/s0.10 ft/s 0.26 ft/s0.13 ft/s0.46 ft/s0.07 ft/s0.11 ft/s0.15 ft/s 0.0 5 ft/s0.30 ft/s0.1 4 ft/s 0.19 ft/s10.0 in8.0 in 8 .0 in8.0 in8.0 in 8.0 in 8.0 in8.0 in8.0 in8.0 in8.0 in8.0 in8.0 in8.0 in8.0 in8.0 in8.0 in8.0 i n8.0 in 8.0 in 8.0 in8.0 in8.0 in8.0 in 8.0 in 8 .0 in 8.0 in 8.0 in 10.0 in12.0 in12.0 in 12 .0 in12 .0 in24.0 in24.0 in24.0 inPage 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 11/15/2022 WaterCAD [10.03.02.75] Bentley Systems, Inc. Haestad Methods Solution CenterMontava Water Model Phase E.wtg Scenario: Base Current Time Step: 0.000 h Fire Flow Node FlexTable: Fire Flow Report K:\1230\0005\04 Design Calculations\Potable\WaterCAD Modeling\Montava Water Model Phase E.wtg Label Fire Flow Iterations Satisfies Fire Flow Constraints? Fire Flow (Needed) (gpm) Fire Flow (Available) (gpm) Flow (Total Needed) (gpm) Flow (Total Available) (gpm) Pressure (Residual Lower Limit) (psi) Pressure (Calculated Residual) (psi) Pressure (Zone Lower Limit) (psi) J-1 2 True 2,500 3,000 2,500 3,000 20 90 0 J-2 2 True 2,500 3,000 2,500 3,000 20 102 0 J-3 2 True 2,500 3,000 2,500 3,000 20 97 0 J-4 2 True 2,500 3,000 2,500 3,000 20 80 0 EX DATA LOGGER 2 True 2,500 3,000 2,500 3,000 20 77 0 J-6 2 True 2,500 3,000 2,500 3,000 20 88 0 J-7 2 True 2,500 3,000 2,500 3,000 20 77 0 J-8 2 True 2,500 3,000 2,500 3,000 20 91 0 J-9 2 True 2,500 3,000 2,500 3,000 20 93 0 J-10 2 True 2,500 3,000 2,500 3,000 20 96 0 J-11 2 True 2,500 3,000 2,500 3,000 20 93 0 CONNECTION 1 2 True 2,500 3,000 2,500 3,000 20 96 0 J-12 2 True 2,500 3,000 2,500 3,000 20 95 0 J-40 2 True 2,500 3,000 2,500 3,000 20 88 0 J-20 2 True 2,500 3,000 2,500 3,000 20 90 0 J-41 2 True 2,500 3,000 2,500 3,000 20 81 0 J-42 2 True 2,500 3,000 2,500 3,000 20 84 0 CONNECTION 2 2 True 2,500 3,000 2,500 3,000 20 96 0 J-17 3 True 2,500 2,570 2,500 2,570 20 93 0 J-14 2 True 2,500 3,000 2,500 3,000 20 91 0 J-33 2 True 2,500 3,000 2,525 3,025 20 94 0 J-34 2 True 2,500 3,000 2,500 3,000 20 96 0 J-35 2 True 2,500 3,000 2,525 3,025 20 95 0 J-37 2 True 2,500 3,000 2,500 3,000 20 91 0 J-24 2 True 2,500 3,000 2,525 3,025 20 89 0 J-28 3 True 2,500 2,603 2,525 2,628 20 94 0 J-18 2 True 2,500 3,000 2,525 3,025 20 92 0 J-19 2 True 2,500 3,000 2,500 3,000 20 90 0 J-21 3 True 2,500 2,554 2,525 2,579 20 89 0 J-22 3 True 2,500 2,699 2,525 2,724 20 89 0 J-23 3 True 1,500 1,567 1,500 1,567 20 92 0 J-31 3 True 2,500 2,747 2,525 2,773 20 94 0 J-15 2 True 2,500 3,000 2,500 3,000 20 93 0 J-29 3 True 2,500 2,774 2,525 2,799 20 92 0 J-16 2 True 2,500 3,000 2,500 3,000 20 90 0 J-26 2 True 2,500 3,000 2,500 3,000 20 90 0 J-27 2 True 2,500 3,000 2,525 3,025 20 89 0 J-25 3 True 2,500 2,956 2,525 2,981 20 90 0 J-36 2 True 2,500 3,000 2,525 3,025 20 90 0 J-39 2 True 2,500 3,000 2,525 3,025 20 90 0 J-38 2 True 2,500 3,000 2,525 3,025 20 91 0 J-30 3 True 2,500 2,820 2,525 2,845 20 92 0 J-32 2 True 2,500 3,000 2,500 3,000 20 95 0 J-13 2 True 2,500 3,000 2,500 3,000 20 93 0 Page 1 of 1 11/15/2022file:///C:/Users/eorourke/AppData/Local/Temp/Bentley/WaterCAD/bw4el3sc.xml Scenario: Base Current Time Step: 0.000 h FlexTable: Junction Table K:\1230\0005\04 Design Calculations\Potable\WaterCAD Modeling\Montava Water Model Phase E.wtg ID Label Elevation (ft) Demand (gpm) Hydraulic Grade (ft) Pressure (psi) 63 CONNECTION 1 5,006.00 0 5,227.99 96 122 CONNECTION 2 5,004.00 0 5,227.98 97 42 EX DATA LOGGER 5,034.00 0 5,228.00 84 30 J-1 5,019.00 0 5,228.00 90 31 J-2 4,992.00 0 5,228.00 102 37 J-3 5,002.66 0 5,228.00 97 40 J-4 5,028.00 0 5,228.00 87 45 J-6 5,025.00 0 5,228.00 88 47 J-7 5,042.00 0 5,228.00 80 50 J-8 5,010.00 0 5,227.99 94 52 J-9 5,011.00 0 5,227.98 94 54 J-10 5,006.00 0 5,227.99 96 58 J-11 5,012.79 0 5,228.00 93 67 J-12 5,006.00 0 5,227.97 96 219 J-13 5,007.16 0 5,227.94 96 132 J-14 5,008.83 0 5,227.92 95 166 J-15 5,005.00 0 5,227.92 96 175 J-16 5,003.40 0 5,227.92 97 127 J-17 5,003.00 0 5,227.97 97 148 J-18 5,006.00 25 5,227.89 96 152 J-19 5,008.34 0 5,227.89 95 98 J-20 5,008.00 0 5,227.88 95 156 J-21 5,005.00 25 5,227.87 96 159 J-22 5,002.00 25 5,227.87 98 161 J-23 5,001.00 0 5,227.87 98 144 J-24 5,004.00 25 5,227.87 97 191 J-25 5,005.97 25 5,227.87 96 180 J-26 5,006.31 0 5,227.87 96 184 J-27 5,006.65 25 5,227.87 96 146 J-28 5,000.00 25 5,227.88 99 171 J-29 5,004.00 25 5,227.89 97 209 J-30 5,001.00 25 5,227.89 98 164 J-31 5,000.00 25 5,227.90 99 216 J-32 5,000.73 0 5,227.93 98 135 J-33 5,002.00 25 5,227.94 98 137 J-34 5,003.00 0 5,227.95 97 139 J-35 5,002.00 25 5,227.93 98 195 J-36 5,006.92 25 5,227.89 96 141 J-37 5,007.00 0 5,227.88 96 202 J-38 5,006.58 25 5,227.88 96 199 J-39 5,007.20 25 5,227.88 95 85 J-40 5,012.80 0 5,228.00 93 103 J-41 5,024.41 0 5,228.00 88 118 J-42 5,019.66 0 5,228.00 90 Page 1 of 1 11/15/2022file:///C:/Users/eorourke/AppData/Local/Temp/Bentley/WaterCAD/qezzzilr.xml Scenario: Base Current Time Step: 0.000 h FlexTable: Pipe Table ID Label Length (Scaled) (ft) Start Node Stop Node Diameter (in) Velocity (ft/s) Headloss Gradient (ft/1000ft) 119 EX 10"967 J-6 J-42 10.0 0.10 0.005 120 EX 10" (1)1,751 J-42 J-8 10.0 0.10 0.005 53 EX 10" (2)272 J-8 J-9 10.0 0.10 0.005 131 EX 12" (1)1,464 J-3 J-40 12.0 0.03 0.000 104 EX 12" (2)1,675 J-40 J-41 12.0 0.03 0.000 105 EX 12" (3)1,384 J-41 EX DATA LOGGER 12.0 0.03 0.000 44 EX 12" (4)782 EX DATA LOGGER J-4 12.0 0.03 0.001 48 EX 12" (5)1,768 J-4 J-7 12.0 0.03 0.000 49 EX 12" (6)1,038 J-7 J-6 12.0 0.03 0.000 123 EX 24" (1)1,301 J-9 CONNECTION 2 24.0 0.02 0.000 124 EX 24" (2)648 CONNECTION 2 CONNECTION 1 24.0 0.14 0.003 65 EX 24" (3)640 CONNECTION 1 J-10 24.0 0.25 0.010 59 EX 24" (4)668 J-1 J-11 24.0 0.17 0.004 60 EX 24" (5)731 J-11 J-10 24.0 0.17 0.005 130 EX 24" (6)2,613 J-10 J-3 24.0 0.09 0.001 39 EX 24" (7)2,617 J-3 J-2 24.0 0.08 0.001 214 P-1 199 R-3 J-6 24.0 0.02 0.000 35 P-2 85 R-2 J-1 24.0 0.17 0.006 36 P-3 103 J-2 R-1 24.0 0.08 0.000 68 P-4 267 CONNECTION 1 J-12 12.0 0.46 0.068 221 P-5 434 J-13 J-12 12.0 0.46 0.068 220 P-6 628 J-14 J-13 12.0 0.30 0.031 168 P-7 134 J-15 J-14 12.0 0.30 0.029 177 P-8 581 J-16 J-15 12.0 0.00 0.000 128 P-9 277 J-12 J-17 10.0 0.00 0.000 222 P-10 149 J-32 J-13 8.0 0.36 0.069 218 P-11 164 J-32 J-31 8.0 0.60 0.176 210 P-12 165 J-31 J-30 8.0 0.26 0.038 172 P-13 407 J-31 J-29 8.0 0.18 0.019 211 P-14 246 J-30 J-29 8.0 0.10 0.006 173 P-15 148 J-29 J-18 8.0 0.11 0.007 167 P-16 110 J-18 J-15 8.0 0.68 0.223 151 P-17 154 J-28 J-18 8.0 0.44 0.098 154 P-18 208 J-19 J-18 8.0 0.19 0.021 197 P-19 129 J-36 J-19 8.0 0.05 0.000 196 P-20 450 J-35 J-36 8.0 0.37 0.093 140 P-21 119 J-34 J-35 10.0 0.63 0.151 179 P-22 135 J-34 CONNECTION 2 10.0 0.89 0.278 138 P-23 361 J-33 J-34 8.0 0.21 0.026 178 P-24 465 J-34 J-33 8.0 0.19 0.020 217 P-25 284 J-33 J-32 8.0 0.24 0.031 203 P-26 420 J-35 J-38 8.0 0.46 0.108 204 P-27 40 J-38 J-37 8.0 0.17 0.025 200 P-28 26 J-37 J-39 8.0 0.33 0.055 205 P-29 219 J-38 J-39 8.0 0.13 0.011 198 P-30 311 J-36 J-37 8.0 0.15 0.014 201 P-31 104 J-39 J-20 8.0 0.29 0.047 153 P-32 307 J-20 J-19 8.0 0.25 0.035 185 P-33 123 J-20 J-27 8.0 0.30 0.048 186 P-34 31 J-27 J-26 8.0 0.07 0.000 192 P-35 25 J-26 J-25 8.0 0.21 0.019 194 P-36 254 J-27 J-25 8.0 0.07 0.002 183 P-37 526 J-28 J-26 8.0 0.14 0.011 193 P-38 188 J-25 J-24 8.0 0.11 0.010 147 P-39 733 J-24 J-28 8.0 0.14 0.011 163 P-40 217 J-24 J-22 8.0 0.09 0.005 157 P-41 267 J-20 J-21 8.0 0.24 0.031 Page 1 of 2 11/15/2022file:///C:/Users/eorourke/AppData/Local/Temp/Bentley/WaterCAD/rfn1q1qj.xml K:\1230\0005\04 Design Calculations\Potable\WaterCAD Modeling\Montava Water Model Phase E.wtg 160 P-42 290 J-21 J-22 8.0 0.07 0.003 162 P-43 199 J-22 J-23 8.0 0.00 0.000 176 P-44 851 J-23 J-16 8.0 (N/A)(N/A) Page 2 of 2 11/15/2022file:///C:/Users/eorourke/AppData/Local/Temp/Bentley/WaterCAD/rfn1q1qj.xml