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HomeMy WebLinkAboutWater Flow Report .e"- h1°t ta,c 143 a.35 &-• Water System Flow Test Report Date: March 6, 2006 Water System Owner: Wellborn SUD Development Project: Aggieland Business Park Flow Test Location: FM 60 @ Jones Road (water line riser on south side of FM 60) Pitot Reading: 42 Flowrate: 1090 (gpm from chart) Pressure Guage Location: Booster Pump Station on River Road Static (psi): 72 Residual (psi): 33 Report prepared by: / _ — signature Kent Laza printed name Others present: Jim Jett Steven Cast Scenario: Base .00 60-1 • Q�D Jon s Rd-2 FM60-2 Q3 ' ABP1-3 JonesRd 1 Q � ABP1-2• �� FM60-3 FM60-4 Q' ABP1-1• o, FM60-5 . LosRobles-1 • RiverRd-1 � Q P-1-P-23 Booster • RiverRd-2 Pump FM60-6 Q' • RiverRD-3 Title:Aggieland Business Park Project Engineer: Kent Laza g:\...\aggieland business park.wcd Texcon General Contractors WaterCAD v6.5[6.5120)] 04/27/06 12:00:58 PM ©Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 1 Scenario: Base Steady State Analysis Junction Report Label Base Flow Elevation Demand Calculated Pressure (gpm) (ft) :Calculatedklydraulic Grade (psi) (gpm) (ft) ABP1-1 0.00 307.00 0.00 373.90 28.95 ABP1-2 0.00 305.00 0.00 371.72 28.87 1 ABP1-3 1,000.00 309.00 1,000.00 370.32 26.53 $ L.owe$7 /,1 s'0411/451,20.1 FM60-1 0.00 302.00 0.00 378.79 33.22 FM60-2 0.00 296.00 0.00 378.79 35.82 FM60-3 0.00 292.00 0.00 378.79 37.55 4, (i.Q > 2.4 ()v./ FM60-4 0.00 292.00 0.00 377.76 37.11 MOs V FM60-5 0.00 307.00 0.00 374.98 29.41 FM60-6 0.00 292.00 0.00 374.98 35.90 JonesRd-1 0.00 295.00 0.00 374.85 34.55 JonesRd-2 0.00 306.00 0.00 372.12 28.61 LosRobles-1 0.00 292.00 0.00 380.75 38.40 RiverRd-1 0.00 302.00 0.00 384.15 35.54 RiverRd-2 0.00 301.00 0.00 384.15 35.98 RiverRD-3 0.00 302.00 0.00 384.15 35.54 Title:Aggieland Business Park Project Engineer: Kent Laza g:\...\aggieland business park.wcd Texcon General Contractors WaterCAD v6.5[6.5120j] 04/27/06 12:00:04 PM ©Haestad Methods. Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 of 0 Scenario: Base 0 Steady State Analysis Pipe Report Label Length Diameter Material Hazen- Discharge Velocity From To (ft) (in) Williams (gpm) (ft/s) Node Node C P-8 2,743.00 1.5 PVC 150.0 4.23 0.77 RiverRd-1 FM60-2 P-10 687.00 4.0 PVC 150.0 0.00 0.00 RiverRD-3 RiverRd-2 P-11 716.00 12.0 PVC 150.0 4.23 0.01 RiverRd-2 RiverRd-1 P-12 1,763.00 12.0 PVC 150.0 -995.77 2.82 LosRobles-1 RiverRd-2 P-17 10.00 8.0 PVC 150.0 1,000.00 6.38 Pump Booster P-19 722.00 6.0 PVC 150.0 4.23 0.05 FM60-2 FM60-3 P-20 73.00 8.0 PVC 150.0 1,000.00 6.38 FM60-3 FM60-4 P-22 1,017.00 12.0 PVC 150.0 -995.77 2.82 FM60-3 LosRobles-1 P-23 10.00 8.0 PVC 150.0 -1,000.00 6.38 RiverRd-2 Booster P-24 325.00 8.0 PVC 150.0 -785.48 5.01 JonesRd-1 FM60-4 P-26 630.00 8.0 PVC 150.0 -530.39 3.39 JonesRd-2 JonesRd-1 P-27 850.00 8.0 PVC 150.0 -255.08 1.63 ABP1-1 JonesRd-1 P-29 631.00 8.0 PVC 150.0 -469.61 3.00 ABP1-2 ABP1-1 P-30 2,150.00 6.0 PVC 150.0 0.00 0.00 FM60-6 FM60-5 P-31 847.00 6.0 PVC 150.0 -214.52 2.43 FM60-5 FM60-4 P-32 327.00 6.0 PVC 150.0 -214.52 2.43 ABP1-1 FM60-5 P-33 405.00 8.0 PVC 150.0 469.61 ca 3.00 ABP1-2 ABP1-3 P-34 416.00 8.0 PVC 150.0 -530.39 3.39 ABP1-3 JonesRd-2 P-35 747.00 6.0 PVC 150.0 0.00 0.00 FM60-2 FM60-1 tii4c54 !, Sir,4114Si7h Title:Aggieland Business Park Project Engineer: Kent Laza g:\...\aggieland business park.wcd Texcon General Contractors WaterCAD v6.5[6.5120j] 04/27/06 12:00:37 PM ©Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 1 APPENDIX B FIRE-. dW REQUIREMENTS FOR BUILDINGS TABLE B105.1 MINIMUM REQUIRED FIRE FLOW AND FLOW DURATION FOR BUILDINGS FIRE AREA(square feet) FIRE FLOW FLOW Type IA and IBe Type IIA and IIIA Type IV and V-As Type IIB and IIIBa Type V-Be (gallons per minute)b DURATION(hours) - 0-22,700 0-12,700 0-8,200 0-5,900 0-3,600 1,500 22,701-30,200 12,701-17,000 8,201-10,900 5,901-7,900 3,601-4,800 1,750 i 30,201-38,700 17,001-21,800 10,901-12,900 7,901-9,800 4,801-6,200 2,0002 1 38,701-48,300 21,801-24,200 12,901-17,400 9,801-12,600 6,201-7,700 2,250 48,301-59,000 24,201-33,200 17,401-21,300 12,601-15,400 7,701-9,400 2,500 59,001-70,900 33,201-39,700 21,301-25,500 15,401-18,400 9,401-11,300 2,750 70,901-83,700 _ 39,701-47,100 25,501-30,100 18,401-21,800 11,301-13,400 3,000 83,701-97,700 47,101-54,900 30,101-35,200 21,801-25,900 13,401-15,600 3,250- 3 97,701-112,700 54,901-63,400 35,201-40,600 25,901-29,300 15,601-18,000 3,500 112,701-128,700 63,401-72,400 40,601-46,400 29,301-33,500 18,001-20,600 3,750 128,701-145,900 72,401-82,100 46,401-52,500 33,501-37,900 20,601-23,300 4,000 145,901-164,200 82,101-92,400 52,501-59,100 37,901-42,700 23,301-26,300 4,250 164,201-183,400 92,401-103,100 59,101-66,000 42,701-47,700 26,301-29,300 4,500 183,401-203,700 103,101-114,600_ 66,001-73,300 47,701-53,000 29,301-32,600 4,750 203,701-225,200 114,601-126,700 73,301-81,100 53,001-58,600 32,601-36,000 5,000 225,201-247,700 126,701-139,400 81,101-89,200 58,601-65,400 36,001-39,600 5,250 247,701-271,200 139,401-152,600 89,201-97,700 65,401-70,600 39,601-43,400 5,500 271,201-295,900 152,601-166,500 97,701-106,500 70,601-77,000 43,401-47,400 5,750 295,901-Greater 166,501-Greater 106,501-115,800 77,001-83,700 47,401-51,500 6,000 4 - - 115,801-125,500 83,701-90,600 51,501-55,700 6,250 - - 125,501-135,500 90,601-97,900 55,701-60,200 6,500 - - 135,501-145,800 97,901-106,800 60,201-64,800 6,750 - - 145,801-156,700 106,801-113,200 64,801-69,600 7,000 156,701-167,900 113,201-121,300 69,601-74,600 7,250 - - 167,901-179,400 121,301-129,600 74,601-79,800 7,500 - - 179,401-191,400 129,601-138,300 79,801-85,100 7,750 - - 191,401-Greater 138,301-Greater 85,101-Greater 8,000 For SI: 1 square foot=0.0929 m2,1 gallon per minute=3.785 Lm, 1 pound per square inch=6.895 kPa. a. Types of construction are based on the International Building Code. b. Measured at 20 psi. 358 2000 INTERNATIONAL FIRE CODE®