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HomeMy WebLinkAbout011_UtilityDesignReport Preliminary Sewer and Water Design Report Bozeman Health Campus Master Site Plan Project No. 17095.06 Bozeman Health 915 Highland Boulevard Bozeman, MT 59715 November 2023 November 2023 Project No. 17095.06 PRELIMINARY SEWER AND WATER DESIGN REPORT BOZEMAN HEALTH CAMPUS MASTER SITE PLAN BOZEMAN, MONTANA SITE NARRATIVE The purpose of this preliminary report is to summarize the calculations for the existing sanitary sewer and water mains associated with Bozeman Health Campus Master Site Plan project in Bozeman, Montana. The project will be served by existing sanitary sewer and water mains, as well as provide additional water service stubs and sanitary stubs to serve proposed developments within a portion of the project site. The following report will summarize the water and sewer main design and capacity calculations for the water and sewer services to the proposed Bozeman Health Campus Master Site Plan project. SITE DEVELOPMENT PLAN The proposed development consists of five (5) phases with building expansions, parking lots, and open space. See Appendix A – Overall Site Plan sheet C3.0. SEWER The existing sewer mains that provide service to the project site consist of two 8-inch and one 6-inch sewer main. The existing sewer mains tie-in with an 8-inch main that runs along the east side of Highland Boulevard. Capacity calculations were conducted per the City of Bozeman Design Standards and Specifications Policy dated March 2011, updated May 2017 and Circular DEQ 4. Capacity spreadsheets are in Appendix B. An 8-inch sewer main capacity at 75 percent full is 258-gal/min using the minimum pipe slope of 0.004 ft/ft. A 6-inch sewer main capacity at 75 percent full is 147-gal/min using the minimum pipe slope of 0.006 ft/ft. Phase two includes an approximate 10,000 sf expansion of the emergency department. Bozeman Health provided an estimate of 18 full time employees with in-patient beds and wastewater flow was estimated based on DEQ Circular 4 Table 3.1-1. The emergency department expansion will be tied into the existing plumbing that is tied to the existing 6-in main. Phase three consists of P:17095_06_Preliminary_Utility_Design_Report_MSP 2 (11/15/23) CS/rpe the construction of a new parking garage with an assumed 2,000 sf of office space on the ground floor. Occupancy was assumed at 1-person/200sf and wastewater flow was estimated based on DEQ Circular 4 Table 3.1-1. A new service will be added to the existing 8-inch main adjacent to the proposed location. Phase four includes construction of a new medical office building (MOB 6). Bozeman Health provided an estimate of 180 full time employees with no in-patient beds and wastewater flow was estimated based on DEQ Circular 4 Table 3.1-1. A new service will be added to the existing 8-inch main adjacent to the proposed location. Phase five includes a vertical expansion of Bridger Tower. The utility design report dated September 2018 for the Bridger Tower states the existing 8-inch sanitary sewer main was designed for the full build-out of the tower for a total of 5 floors, resulting in a peak flow of 220 gallons per minute (gpm). Peak flow calculations for the existing sanitary sewer pipes were completed to find the overall peak flow contributing from the proposed developments in the 8-inch sewer mains and 6-inch sewer main exiting the development to the east. The average daily flow exiting the subdivision for the full build out was estimated at 1.56 gal/min. A peaking factor of 4.24 was then applied for a peak hourly flow rate of 6.60 gal/min, which is significantly less than the 8-inch capacity of 258 gal/min stated above. See peak flow calculations. WATER The existing water system consists of a 10-inch diameter water main, water services, valves, and hydrants as shown on the Overall Site Plan in Appendix A that is tied into a 12-inch main that runs along Highland Boulevard. Portions of the 10-inch mains will have to be rerouted around the new parking garage and MOB 6. Two new services will be added to provide water to the parking garage and MOB 6 as well. The average static pressure for the 13 hydrants within the project site is 79.71 psi. Hydrant pressures were provided by City of Bozeman and should be verified. Hydrant fire flow curves for the 13 hydrants are provided in Appendix C. Hydrant #2796 has capacity to provide 8,400 gpm with a residual pressure of 21.89 psi, which is well above the typical minimum flowrate requirement of 1,500 gpm at 20-psi minimum, as stated in the City of Bozeman design standards. This hydrant is located nearest to the proposed parking garage. Hydrant #2510 has capacity to provide 6,800 gpm with a residual pressure of 22.25 psi, which is well above the typical minimum flowrate requirement of 1,500 gpm at 20-psi minimum, as stated in the City of Bozeman design standards. This hydrant is located nearest to the proposed MOB 6. CONCLUSION Based on the assumptions provided above, the existing 8-inch sanitary sewer mains, 6-inch sanitary sewer main, and 10-inch water main will provide the required capacity for planned developments in the project area. Please contact Bobby Egeberg, PE for any questions pertaining to this preliminary report by email, begeberg@sandersonstewart.com or by phone 406-922- 4308. Preliminary Sewer and Water Design Report Bozeman Health Campus Master Site Plan Project No. 17095.06 APPENDIX A Overall Site Plan PRELIMINARY - FOR REVIEWNORTH FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION 915 HIGHLAND BLVD. OVERALL SITE PLAN BOZEMAN HEALTH CAMPUS MASTER SITE PLAN BOZEMAN, MTC3.0CN 17095_06_SITE_PROD.DWG CS -- - - - - - - - - - - - - -- 17095.060100SCALE: 1" = 100'20050100 APPENDIX B Capacity Spreadsheets Preliminary Sewer and Water Design Report Bozeman Health Campus Master Site Plan Project No. 17095.06 Project: 17095.06 Bozeman Health MSP Date: 11/28/2023 Capacity Calclulations 8" Pipe Flowing Full Capacity 0.77 cfs 8" Pipe Flowing Full Capacity 344 gal/min Q/Qfill @ 75% full, 0.75 per nomograph Capacity @ 75% full 258 gal/min City of Bozeman Sanitary Sewer System Design Criteria DESIGNATION People Demand DEQ-4 Table 3.1-1 (Office 13 gpd/person)20 260 gal/day Total Demand 260 gal/day 0.18 gal/min Peaking Factor (per DEQ circular 2 formula)4.24 Peak Hourly Flow 0.77 gal/min Total Peak Hourly Flow plus Infiltration 0.77 gal/min Result Q/Qfull based on peak hour 0.00 Percent Full for 8" From Nomograph at peak hour 2% Remaining Sewer Capacity from City 258 gal/min Total Demand for Garage Office Space 0.77 gal/min Total Remaining Capacity Post Construction 257.21 gal/min Service Area Project: 17095.06 Bozeman Health MSP Date: 11/28/2023 Capacity Calclulations 6" Pipe Flowing Full Capacity 0.44 cfs 6" Pipe Flowing Full Capacity 196 gal/min Q/Qfill @ 75% full, 0.75 per nomograph Capacity @ 75% full 147 gal/min City of Bozeman Sanitary Sewer System Design Criteria DESIGNATION People Demand DEQ-4 Table 3.1-1 (Hospital, medical 10 gpd/person)18 180 gal/day Total Demand 180 gal/day 0.13 gal/min Peaking Factor (per DEQ circular 2 formula)4.24 Peak Hourly Flow 0.53 gal/min Total Peak Hourly Flow plus Infiltration 0.53 gal/min Result Q/Qfull based on peak hour 0.00 Percent Full for 8" From Nomograph at peak hour 2% Remaining Sewer Capacity from City 147 gal/min Total Demand for ER Expansion 0.53 gal/min Total Remaining Capacity Post Construction 146.18 gal/min Service Area Project: 17095.06 Bozeman Health MSP Date: 11/28/2023 Capacity Calclulations 8" Pipe Flowing Full Capacity 0.77 cfs 8" Pipe Flowing Full Capacity 344 gal/min Q/Qfill @ 75% full, 0.75 per nomograph Capacity @ 75% full 258 gal/min City of Bozeman Sanitary Sewer System Design Criteria DESIGNATION People Demand DEQ-4 Table 3.1-1 (Hospital, medical 10 gpd/person)180 1800 gal/day Total Demand 1800 gal/day 1.25 gal/min Peaking Factor (per DEQ circular 2 formula)4.24 Peak Hourly Flow 5.30 gal/min Total Peak Hourly Flow plus Infiltration 5.30 gal/min Result Q/Qfull based on peak hour 0.02 Percent Full for 8" From Nomograph at peak hour 11% Remaining Sewer Capacity from City 258 gal/min Total Demand for MOB 6 5.30 gal/min Total Remaining Capacity Post Construction 252.67 gal/min Service Area Project: 17095.06 Bozeman Health MSP Date: 11/28/2023 Capacity Calclulations 8" Pipe Flowing Full Capacity 0.77 cfs 8" Pipe Flowing Full Capacity 344 gal/min Q/Qfill @ 75% full, 0.75 per nomograph Capacity @ 75% full 258 gal/min System Demand (DEQ 4 Table 3.1-2) DESIGNATION People Demand Garage Office DEQ-4 Table 3.1-1 (Office 13 gpd/person)20 260 gal/day ER Expansion DEQ-4 Table 3.1-1 (Hospital, medical 10 gpd/person)18 180 gal/day MOB 6 DEQ-4 Table 3.1-1 (Hospital, medical 10 gpd/person)180 1800 gal/day Total Demand 2240 gal/day 1.56 gal/min Peaking Factor (per DEQ circular 2 formula)4.24 Peak Hourly Flow 6.60 gal/min Result Q/Qfull based on peak hour 0.02 Percent Full for 8" From Nomograph at peak hour 11% Remaining Sewer Capacity from City 258 gal/min Total Additional Demand 6.60 gal/min Total Remaining Capacity Post Construction 251.38 gal/min Service Area APPENDIX C Hydrant Curves Preliminary Sewer and Water Design Report Bozeman Health Campus Master Site Plan Project No. 17095.06 CITY OF BOZEMAN Fire Flow Request Form PHONE (406) 582-3200 FAX (406) 582-3201 Date May 12, 2023 Location Bozeman Deaconess Hospital Pressure Zone South (HGL 5125) GIS Hydrant ID# 2796, 2818, 2819, 2820, 764, 1040, 569, 1335, 2510, 1930, 3274, 2503, 790 Adjacent Main Size 10-inch DI, 10-inch DI, 10-inch DI, 10-inch DI, 8-inch DI, 10-inch DI, 10-inch DI, 10-inch DI, 10-inch DI, 8-inch DI, 10-inch DI, 10-inch DI Model Scenario Maximum Day Demand, Steady State, Fire Flow Reference 2017 Water Facility Plan Update1 Hydrant Curves An Excel Spreadsheet with hydrant curves has been provided for the requested location Requested Location via the Bozeman Infrastructure Viewer2 If you have questions or need further information feel free to email. Data Disclaimer: Water distribution information is calculated using hydraulic modeling software and is subject to variation. Actual field conditions may vary. This information is provided to the requestor for evaluation purposes only, without warranty of any kind, including, but not limited to any expressed or implied warranty arising by contract, stature, or law. In no event regardless of cause, shall the City be liable for any direct, indirect, special, punitive or consequential damages of any kind whether such damages arise under contract, tort, strict liability or inequity. HOME OF MONTANA STATE UNIVERSITY GATEWAY TO YELLOWSTONE PARK 1 https://www.bozeman.net/home/showpublisheddocument/4977/636420174896170000 2 https://gisweb.bozeman.net/Html5Viewer/?viewer=infrastructure GIS Hydrant # Available Flow (gpm) Residual Pressure (psi)569 0 82.34 200 81.97 400 81.36 600 80.52 800 79.47 1,000.00 78.2 1,200.00 76.72 1,400.00 75.02 1,600.00 73.11 1,800.00 70.99 2,000.00 68.67 2,200.00 66.15 2,400.00 63.43 2,600.00 60.51 2,800.00 57.4 3,000.00 54.1 3,200.00 50.61 3,400.00 46.93 3,600.00 43.07 3,800.00 39.03 4,000.00 34.8 4,200.00 30.4 4,400.00 25.81 4,600.00 21.05 4,800.00 16.11 5,000.00 11 5,200.00 5.71 5,400.00 0.25 5,409.10 0 Hydrant Curve -10 0 10 20 30 40 50 60 70 80 90 0 1000 2000 3000 4000 5000 6000Residual Pressure (psi)Available Flow (gpm) Hydrant Curve 569 Data Disclaimer: Water distribution information is calculated using hydraulic modeling software and is subject to variation. Actual field conditions may vary. This information is provided to the requestor for evaluation purposes only, without warranty of any kind, including, but not limited to any expressed or implied warranty arising by contract, stature, or law. In no event regardless of cause, shall the City be liable for any direct, indirect, special, punitive or consequential damages of any kind whether such damages arise under contract, tort, strict liability or inequity. GIS Hydrant # Available Flow (gpm) Residual Pressure (psi)764 0 80.25 200 79.96 400 79.54 600 79 800 78.35 1,000.00 77.57 1,200.00 76.66 1,400.00 75.62 1,600.00 74.46 1,800.00 73.17 2,000.00 71.76 2,200.00 70.24 2,400.00 68.59 2,600.00 66.83 2,800.00 64.95 3,000.00 62.96 3,200.00 60.85 3,400.00 58.64 3,600.00 56.31 3,800.00 53.88 4,000.00 51.33 4,200.00 48.68 4,400.00 45.93 4,600.00 43.07 4,800.00 40.1 5,000.00 37.03 5,200.00 33.85 5,400.00 30.58 5,600.00 27.2 5,800.00 23.72 6,000.00 20.13 6,200.00 16.45 6,400.00 12.67 6,600.00 8.79 6,800.00 4.81 7,000.00 0.73 Hydrant Curve 0 10 20 30 40 50 60 70 80 90 0 1000 2000 3000 4000 5000 6000 7000 8000Residual Pressure (psi)Available Flow (gpm) Hydrant Curve 764 Data Disclaimer: Water distribution information is calculated using hydraulic modeling software and is subject to variation. Actual field conditions may vary. This information is provided to the requestor for evaluation purposes only, without warranty of any kind, including, but not limited to any expressed or implied warranty arising by contract, stature, or law. In no event regardless of cause, shall the City be liable for any direct, indirect, special, punitive or consequential damages of any kind whether such damages arise under contract, tort, strict liability or inequity. GIS Hydrant # Available Flow (gpm) Residual Pressure (psi)790 0 75.98 200 75.73 400 75.37 600 74.92 800 74.39 1,000.00 73.75 1,200.00 73.02 1,400.00 72.2 1,600.00 71.27 1,800.00 70.25 2,000.00 69.14 2,200.00 67.94 2,400.00 66.64 2,600.00 65.25 2,800.00 63.77 3,000.00 62.2 3,200.00 60.55 3,400.00 58.81 3,600.00 56.98 3,800.00 55.07 4,000.00 53.07 4,200.00 51 4,400.00 48.83 4,600.00 46.59 4,800.00 44.27 5,000.00 41.86 5,200.00 39.38 5,400.00 36.81 5,600.00 34.17 5,800.00 31.45 6,000.00 28.65 6,200.00 25.77 6,400.00 22.81 6,600.00 19.78 6,800.00 16.67 7,000.00 13.48 7,200.00 10.22 7,400.00 6.88 7,600.00 3.47 7,798.63 0 Hydrant Curve 0 10 20 30 40 50 60 70 80 0 1000 2000 3000 4000 5000 6000 7000 8000 9000Residual Pressure (psi)Available Flow (gpm) Hydrant Curve 790 Data Disclaimer: Water distribution information is calculated using hydraulic modeling software and is subject to variation. Actual field conditions may vary. This information is provided to the requestor for evaluation purposes only, without warranty of any kind, including, but not limited to any expressed or implied warranty arising by contract, stature, or law. In no event regardless of cause, shall the City be liable for any direct, indirect, special, punitive or consequential damages of any kind whether such damages arise under contract, tort, strict liability or inequity. GIS Hydrant # Available Flow (gpm) Residual Pressure (psi)1040 0 77.71 200 77.45 400 77.13 600 76.73 800 76.27 1,000.00 75.73 1,200.00 75.11 1,400.00 74.4 1,600.00 73.61 1,800.00 72.74 2,000.00 71.79 2,200.00 70.76 2,400.00 69.65 2,600.00 68.47 2,800.00 67.21 3,000.00 65.87 3,200.00 64.46 3,400.00 62.98 3,600.00 61.42 3,800.00 59.8 4,000.00 58.1 4,200.00 56.33 4,400.00 54.5 4,600.00 52.59 4,800.00 50.62 5,000.00 48.57 5,200.00 46.46 5,400.00 44.29 5,600.00 42.04 5,800.00 39.73 6,000.00 37.36 6,200.00 34.91 6,400.00 32.41 6,600.00 29.83 6,800.00 27.2 7,000.00 24.49 7,200.00 21.73 7,400.00 18.9 7,600.00 16 7,800.00 13.05 8,000.00 10.03 8,200.00 6.95 8,400.00 3.8 8,600.00 0.59 8,636.52 0 Hydrant Curve 0 10 20 30 40 50 60 70 80 90 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000Residual Pressure (psi)Available Flow (gpm) Hydrant Curve 1040 Data Disclaimer: Water distribution information is calculated using hydraulic modeling software and is subject to variation. Actual field conditions may vary. This information is provided to the requestor for evaluation purposes only, without warranty of any kind, including, but not limited to any expressed or implied warranty arising by contract, stature, or law. In no event regardless of cause, shall the City be liable for any direct, indirect, special, punitive or consequential damages of any kind whether such damages arise under contract, tort, strict liability or inequity. GIS Hydrant # Available Flow (gpm) Residual Pressure (psi)1335 0 82.74 200 82.41 400 81.93 600 81.29 800 80.5 1,000.00 79.56 1,200.00 78.47 1,400.00 77.22 1,600.00 75.81 1,800.00 74.25 2,000.00 72.55 2,200.00 70.7 2,400.00 68.71 2,600.00 66.57 2,800.00 64.29 3,000.00 61.88 3,200.00 59.33 3,400.00 56.64 3,600.00 53.82 3,800.00 50.86 4,000.00 47.78 4,200.00 44.56 4,400.00 41.22 4,600.00 37.74 4,800.00 34.14 5,000.00 30.41 5,200.00 26.56 5,400.00 22.58 5,600.00 18.47 5,800.00 14.25 6,000.00 9.9 6,200.00 5.42 6,400.00 0.83 6,435.42 0 Hydrant Curve 0 10 20 30 40 50 60 70 80 90 0 1000 2000 3000 4000 5000 6000 7000Residual Pressure (psi)Available Flow (gpm) Hydrant Curve 1335 Data Disclaimer: Water distribution information is calculated using hydraulic modeling software and is subject to variation. Actual field conditions may vary. This information is provided to the requestor for evaluation purposes only, without warranty of any kind, including, but not limited to any expressed or implied warranty arising by contract, stature, or law. In no event regardless of cause, shall the City be liable for any direct, indirect, special, punitive or consequential damages of any kind whether such damages arise under contract, tort, strict liability or inequity. GIS Hydrant # Available Flow (gpm) Residual Pressure (psi)1930 0 86.54 200 86.21 400 85.69 600 85.01 800 84.18 1,000.00 83.19 1,200.00 82.04 1,400.00 80.71 1,600.00 79.23 1,800.00 77.59 2,000.00 75.79 2,200.00 73.84 2,400.00 71.73 2,600.00 69.48 2,800.00 67.07 3,000.00 64.52 3,200.00 61.83 3,400.00 58.99 3,600.00 56.02 3,800.00 52.9 4,000.00 49.64 4,200.00 46.25 4,400.00 42.72 4,600.00 39.05 4,800.00 35.25 5,000.00 31.32 5,200.00 27.25 5,400.00 23.05 5,600.00 18.72 5,800.00 14.26 6,000.00 9.66 6,200.00 4.94 6,400.00 0.09 Hydrant Curve 0 10 20 30 40 50 60 70 80 90 100 0 1000 2000 3000 4000 5000 6000 7000Residual Pressure (psi)Available Flow (gpm) Hydrant Curve 1930 Data Disclaimer: Water distribution information is calculated using hydraulic modeling software and is subject to variation. Actual field conditions may vary. This information is provided to the requestor for evaluation purposes only, without warranty of any kind, including, but not limited to any expressed or implied warranty arising by contract, stature, or law. In no event regardless of cause, shall the City be liable for any direct, indirect, special, punitive or consequential damages of any kind whether such damages arise under contract, tort, strict liability or inequity. GIS Hydrant # Available Flow (gpm) Residual Pressure (psi)2503 0 76.54 200 76.3 400 75.97 600 75.57 800 75.11 1,000.00 74.55 1,200.00 73.93 1,400.00 73.22 1,600.00 72.43 1,800.00 71.56 2,000.00 70.61 2,200.00 69.58 2,400.00 68.48 2,600.00 67.29 2,800.00 66.03 3,000.00 64.7 3,200.00 63.29 3,400.00 61.81 3,600.00 60.26 3,800.00 58.64 4,000.00 56.94 4,200.00 55.18 4,400.00 53.34 4,600.00 51.44 4,800.00 49.47 5,000.00 47.43 5,200.00 45.33 5,400.00 43.15 5,600.00 40.91 5,800.00 38.61 6,000.00 36.23 6,200.00 33.8 6,400.00 31.29 6,600.00 28.73 6,800.00 26.09 7,000.00 23.4 7,200.00 20.64 7,400.00 17.81 7,600.00 14.93 7,800.00 11.98 8,000.00 8.96 8,200.00 5.89 8,400.00 2.75 8,571.93 0 Hydrant Curve 0 10 20 30 40 50 60 70 80 90 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000Residual Pressure (psi)Available Flow (gpm) Hydrant Curve 2503 Data Disclaimer: Water distribution information is calculated using hydraulic modeling software and is subject to variation. Actual field conditions may vary. This information is provided to the requestor for evaluation purposes only, without warranty of any kind, including, but not limited to any expressed or implied warranty arising by contract, stature, or law. In no event regardless of cause, shall the City be liable for any direct, indirect, special, punitive or consequential damages of any kind whether such damages arise under contract, tort, strict liability or inequity. GIS Hydrant # Available Flow (gpm)Residual Pressure (psi)2510 0 83.82 200 83.54 400 83.16 600 82.69 800 82.13 1,000.00 81.49 1,200.00 80.74 1,400.00 79.88 1,600.00 78.92 1,800.00 77.86 2,000.00 76.71 2,200.00 75.46 2,400.00 74.11 2,600.00 72.67 2,800.00 71.13 3,000.00 69.5 3,200.00 67.79 3,400.00 65.98 3,600.00 64.08 3,800.00 62.1 4,000.00 60.03 4,200.00 57.87 4,400.00 55.63 4,600.00 53.3 4,800.00 50.89 5,000.00 48.39 5,200.00 45.82 5,400.00 43.16 5,600.00 40.41 5,800.00 37.59 6,000.00 34.68 6,200.00 31.7 6,400.00 28.63 6,600.00 25.48 6,800.00 22.25 7,000.00 18.95 7,200.00 15.56 7,400.00 12.1 7,600.00 8.56 7,800.00 4.94 8,000.00 1.24 8,066.25 0 Hydrant Curve 0 10 20 30 40 50 60 70 80 90 0 1000 2000 3000 4000 5000 6000 7000 8000 9000Residual Pressure (psi)Available Flow (gpm) Hydrant Curve 2510 Data Disclaimer: Water distribution information is calculated using hydraulic modeling software and is subject to variation. Actual field conditions may vary. This information is provided to the requestor for evaluation purposes only, without warranty of any kind, including, but not limited to any expressed or implied warranty arising by contract, stature, or law. In no event regardless of cause, shall the City be liable for any direct, indirect, special, punitive or consequential damages of any kind whether such damages arise under contract, tort, strict liability or inequity. GIS Hydrant # Available Flow (gpm) Residual Pressure (psi)2796 0 76.38 200 76.17 400 75.9 600 75.58 800 75.23 1,000.00 74.81 1,200.00 74.33 1,400.00 73.8 1,600.00 73.2 1,800.00 72.55 2,000.00 71.84 2,200.00 71.08 2,400.00 70.26 2,600.00 69.38 2,800.00 68.44 3,000.00 67.45 3,200.00 66.41 3,400.00 65.32 3,600.00 64.17 3,800.00 62.97 4,000.00 61.72 4,200.00 60.41 4,400.00 59.06 4,600.00 57.66 4,800.00 56.2 5,000.00 54.7 5,200.00 53.15 5,400.00 51.55 5,600.00 49.9 5,800.00 48.21 6,000.00 46.46 6,200.00 44.67 6,400.00 42.83 6,600.00 40.95 6,800.00 39.02 7,000.00 37.04 7,200.00 35.01 7,400.00 32.94 7,600.00 30.82 7,800.00 28.66 8,000.00 26.45 8,200.00 24.19 8,400.00 21.89 8,600.00 19.55 8,800.00 17.16 9,000.00 14.72 9,200.00 12.24 9,400.00 9.72 9,600.00 7.15 9,800.00 4.54 10,000.00 1.88 Hydrant Curve 0 10 20 30 40 50 60 70 80 90 0 2000 4000 6000 8000 10000 12000Residual Pressure (psi)Available Flow (gpm) Hydrant Curve 2796 Data Disclaimer: Water distribution information is calculated using hydraulic modeling software and is subject to variation. Actual field conditions may vary. This information is provided to the requestor for evaluation purposes only, without warranty of any kind, including, but not limited to any expressed or implied warranty arising by contract, stature, or law. In no event regardless of cause, shall the City be liable for any direct, indirect, special, punitive or consequential damages of any kind whether such damages arise under contract, tort, strict liability or inequity. GIS Hydrant # Available Flow (gpm) Residual Pressure (psi)2818 0 77.31 200 77.09 400 76.77 600 76.38 800 75.94 1,000.00 75.4 1,200.00 74.78 1,400.00 74.1 1,600.00 73.33 1,800.00 72.48 2,000.00 71.55 2,200.00 70.55 2,400.00 69.47 2,600.00 68.32 2,800.00 67.09 3,000.00 65.79 3,200.00 64.41 3,400.00 62.97 3,600.00 61.45 3,800.00 59.87 4,000.00 58.21 4,200.00 56.49 4,400.00 54.7 4,600.00 52.84 4,800.00 50.91 5,000.00 48.92 5,200.00 46.86 5,400.00 44.74 5,600.00 42.55 5,800.00 40.29 6,000.00 37.97 6,200.00 35.59 6,400.00 33.14 6,600.00 30.63 6,800.00 28.06 7,000.00 25.42 7,200.00 22.72 7,400.00 19.96 7,600.00 17.14 7,800.00 14.25 8,000.00 11.31 8,200.00 8.3 8,400.00 5.23 8,600.00 2.1 8,731.91 0 Hydrant Curve 0 10 20 30 40 50 60 70 80 90 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000Residual Pressure (psi)Available Flow (gpm) Hydrant Curve 2818 Data Disclaimer: Water distribution information is calculated using hydraulic modeling software and is subject to variation. Actual field conditions may vary. This information is provided to the requestor for evaluation purposes only, without warranty of any kind, including, but not limited to any expressed or implied warranty arising by contract, stature, or law. In no event regardless of cause, shall the City be liable for any direct, indirect, special, punitive or consequential damages of any kind whether such damages arise under contract, tort, strict liability or inequity. GIS Hydrant # Available Flow (gpm) Residual Pressure (psi)2819 0 77.55 200 77.32 400 77 600 76.62 800 76.17 1,000.00 75.63 1,200.00 75.02 1,400.00 74.33 1,600.00 73.56 1,800.00 72.71 2,000.00 71.78 2,200.00 70.77 2,400.00 69.69 2,600.00 68.53 2,800.00 67.3 3,000.00 65.99 3,200.00 64.61 3,400.00 63.16 3,600.00 61.64 3,800.00 60.05 4,000.00 58.39 4,200.00 56.66 4,400.00 54.86 4,600.00 52.99 4,800.00 51.06 5,000.00 49.06 5,200.00 46.99 5,400.00 44.86 5,600.00 42.66 5,800.00 40.4 6,000.00 38.07 6,200.00 35.68 6,400.00 33.22 6,600.00 30.7 6,800.00 28.11 7,000.00 25.47 7,200.00 22.76 7,400.00 19.98 7,600.00 17.15 7,800.00 14.25 8,000.00 11.29 8,200.00 8.27 8,400.00 5.19 8,600.00 2.04 8,727.88 0 Hydrant Curve 0 10 20 30 40 50 60 70 80 90 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000Residual Pressure (psi)Available Flow (gpm) Hydrant Curve 2819 Data Disclaimer: Water distribution information is calculated using hydraulic modeling software and is subject to variation. Actual field conditions may vary. This information is provided to the requestor for evaluation purposes only, without warranty of any kind, including, but not limited to any expressed or implied warranty arising by contract, stature, or law. In no event regardless of cause, shall the City be liable for any direct, indirect, special, punitive or consequential damages of any kind whether such damages arise under contract, tort, strict liability or inequity. GIS Hydrant # Available Flow (gpm) Residual Pressure (psi)2820 0 77.26 200 76.23 400 73.82 600 70.19 800 65.43 1,000.00 59.56 1,200.00 52.6 1,400.00 44.6 1,600.00 35.57 1,800.00 25.53 2,000.00 14.49 2,200.00 2.48 2,239.38 0 Hydrant Curve 0 10 20 30 40 50 60 70 80 90 0 500 1000 1500 2000 2500Residual Pressure (psi)Available Flow (gpm) Hydrant Curve 2820 Data Disclaimer: Water distribution information is calculated using hydraulic modeling software and is subject to variation. Actual field conditions may vary. This information is provided to the requestor for evaluation purposes only, without warranty of any kind, including, but not limited to any expressed or implied warranty arising by contract, stature, or law. In no event regardless of cause, shall the City be liable for any direct, indirect, special, punitive or consequential damages of any kind whether such damages arise under contract, tort, strict liability or inequity. GIS Hydrant # Available Flow (gpm) Residual Pressure (psi)3274 0 81.83 200 81.52 400 81.04 600 80.42 800 79.69 1,000.00 78.84 1,200.00 77.85 1,400.00 76.71 1,600.00 75.43 1,800.00 74.02 2,000.00 72.48 2,200.00 70.8 2,400.00 69 2,600.00 67.06 2,800.00 65.01 3,000.00 62.82 3,200.00 60.52 3,400.00 58.09 3,600.00 55.55 3,800.00 52.88 4,000.00 50.1 4,200.00 47.2 4,400.00 44.18 4,600.00 41.05 4,800.00 37.81 5,000.00 34.45 5,200.00 30.98 5,400.00 27.4 5,600.00 23.7 5,800.00 19.9 6,000.00 15.98 6,200.00 11.95 6,400.00 7.82 6,600.00 3.57 6,764.65 0 Hydrant Curve 0 10 20 30 40 50 60 70 80 90 0 1000 2000 3000 4000 5000 6000 7000 8000Residual Pressure (psi)Available Flow (gpm) Hydrant Curve 3274 Data Disclaimer: Water distribution information is calculated using hydraulic modeling software and is subject to variation. Actual field conditions may vary. This information is provided to the requestor for evaluation purposes only, without warranty of any kind, including, but not limited to any expressed or implied warranty arising by contract, stature, or law. In no event regardless of cause, shall the City be liable for any direct, indirect, special, punitive or consequential damages of any kind whether such damages arise under contract, tort, strict liability or inequity.