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Home My WebLink AboutHydrant Flow Test - FIR Inspections - 4/28/2017 FLAW TEST SUMMARY REPORT pagel LOCATION.:Alta Shelton DATE- 4.28.2017 Hydrant East of Upgrade area TIME: 9:am Static Hydrant Number: 1 Flowing Hydrant Number: 2 Elevation: 50 Elevation: 30 Dist. Between Hydrants: 600 Dia meter of Main: 10 Outlet Diameter: 2.50 in Number flowing: 1 Coeff. : 0.97 Static pressure: 115.00 psi Residual pressure: 97.00 psi Pitot Reading: 56.00 psi Flow: 1353.8 gpm Flow at 20 psi: 3326.8 gpm GRAPH: PSI ----------------------------------------------------------------- 1 1 150 + 1 I I 135 + 1 I /Normal Pressure-No Flow-115.00 psi 120 S 105 + \\\\ /Test Flow-1353.8 gpm-97.00 psi 90 + . . . . . 75 + 60 + . . . . I . . . . . I 45 + I 30 + . . . 1 I Avail. Flow @ 20 psi=3326.8 gpm .* I I I 0 +-+---+----+-----+------+--------+--------+---------+-----------+ 7001050 1400 1750 2100 2450 2800 3150 3500 FLOW (GPM) NOTES: (1) Flowing hydrant is assumed to be on a circulating main or downstream of the pressure test hydrant on a dead-end system. (2) Flow analysis assumes a gravity flow system with no distribution pumps and having no demand, other than the test flow. (3) Distance between hydrants, elevations & main diameter are for information only. FLOW TEST SUMMARY REPORT page2 150.0 135.0 120.0 Normal Pressure-No Flow-115.00 psi 105.0 G Test Flow-1353.8 gpm-97.00 psi A G 90.0 E P R 75.0 E S S U R 60.0 E p 45.0 s i Avail. Flow @ 20 psi=3326.8 gpm o 15.0 0.0 700 1050 1400 1750 2100 2450 2800 3150 3500 FLOW (GPM) APPENDIX B ' TABLE 0105.1(2) REFERENCE TABLE FOR TABLES B105.1(1)AND B105.2 FIRE-FLOW CALCULATION AREA(square feet) FIRE-FLOW FLOW DURATION Type IA and IS' Type IIA and IIIA' Type IV and V-A' -and IIIB' Type V-B' (gallons per minute)' (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 3,6014,800 1,750 30,201-38,700 17,001-21,800 10,901-12,900 7,901-9,800 4,801-6,200 2,000 2 38,70148,300 21,801-24,200 12,901-17,400 9,801-12,600 6,201-7,700 12,250 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 39,70147,100 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 23,301-26,300 164,201-183,400 92,401-103,100 59,101-66,000 42,70147,700 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 43,40147,400 5,750 295,901-Greater 166,501-Greater 106,501-115,800 77,001-83,700 47,401-51,500 6,000 - 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 rn,1 gallon per minute=3.785 Um,1 pound per square inch=6.895 kPa. a.Types of construction are based on the International Building Code. b.Measured at 20 psi residual pressure. TABLE B105.2 REQUIRED FIRE-FLOW FOR BUILDINGS OTHER THAN ONE-AND TWO-FAMILY DWELLINGS,GROUP R-3 AND R-4 BUILDINGS AND TOWNHOUSES AUTOMATIC SPRINKLER SYSTEM MINIMUM FIRE-FLOW FLOW DURATION (Design Standard) (gallons per minute) (houn) No automatic sprinkler system Value in Table B105.1(2) Duration in Table B105.1(2) Section 903.3.1.1 of the International Fire Code 25%of the value in Table B 105.1(2)' Duration in Table B 105.1(2)at the reduced flow rate Section 903.3.1.2 of the International Fire Code 25%of the value in Table B 105.1(2)b Duration in Table B 105.1(2)at the reduced flow rate For SI: 1 gallon per minute=3.785 Urn. a. The reduced fire-flow shall be not less than 1,000 gallons per minute. b.The reduced fire-flow shall be not less than 1,500 gallons per minute. 478 2015 INTERNATIONAL FIRE CODE* Copyright O 2011 ICC.ALL RIGHTS RESERVED.Accessed by David Montgomery m Mu 22,2016 2:72:t!PM pursuant to License Agreement with ICC.No further reproduction I t or distribution authorised.ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT,AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER 1 APPENDIX C FIRE HYDRANT LOCATIONS AND DISTRIBUTION The provisions contained in this appendix are not mandatory unless specifically referenced in the adopting ordinance. SECTION C101 required,the distance between required fire hydrants shall be GENERAL in accordance with Sections C103.2 and C103.3. C101.1 Scope. 1n addition to the requirements of Section C103.2 Average spacing.The average spacing between fire 507.5.1 of the International Fire Code, fire hydrants shall be hydrants shall be in accordance with Table C 102.1. provided in accordance with this appendix for the protection Exception: The average spacing shall be permitted to be Jof buildings,or portions of buildings,hereafter constructed or increased by 10 percent where existing fire hydrants pro- moved into the jurisdiction. vide all or a portion of the required number of fire hydrants. SECTION C102 C103.3 Maximum spacing.The maximum spacing between NUMBER OF FIRE HYDRANTS fire hydrants shall be in accordance with Table C102.1. C102.1 Minimum number of fire hydrants for a building. The number of fire hydrants available to a building shall be SECTION C104 y� not less than the minimum specified in Table C102.1. CONSIDERATION OF EXISTING FIRE HYDRANTS C104.1 Existing fire hydrants. Existing fire hydrants on SECTION C103 public streets are allowed to be considered as available to FIRE HYDRANT SPACING meet the requirements of Sections C102 and C103. Existing C103.1 Hydrant spacing. Fire apparatus access roads and fire hydrants on adjacent properties are allowed to be consid- public streets providing required access to buildings in accor- ered as available to meet the requirements of Sections C102 dance with Section 503 of the International Fire Code shall and C103 provided that a fire apparatus access road extends be provided with one or more fire hydrants,as determined by between properties and that an easement is established to pre- Section C102.1. Where more than one fire hydrant is vent obstruction of such roads. TABLE C102.1 ' REQUIRED NUMBER AND SPACING OF FIRE HYDRANTS FIRE-FLOW REQUIREMENT MINIMUM NUMBER AVERAGE SPACING MAXIMUM DISTANCE FROM ANY (gprn) OF HYDRANTS BETWEEN HYDRANTS"'`'9 POINT ON STREET OR ROAD (feet) FRONTAGE TO A HYDRANT'' 1,750 or less 1 500 250 2,000-2,250 2 450 225 2,500 3 450 225 3,000 3 400 225 5,500 6 300 180 6,000 6 250 150 6,500-7,000 7 250 150 7,500 or more 8 or more' 200 120 For SC 1 foot=304.8 mm,1 gallon per minute=3.785 L/m. a. Reduce by 100 feet for dead-end streets or roads. b. Where streets are provided with median dividers that cannot be crossed by fire fighters pulling hose lines,or where arterial streets are provided with four or more traffic lanes and have a traffic count of more than 30,000 vehicles per day,hydrant spacing shall average 500 feet on each side of the street and be arranged on an alternating basis. , c. Where new water mains are extended along streets where hydrants are not needed for protection of structures or similar fire problems,fire hydrants shall be provided at spacing not to exceed 1,000 feet to provide for transportation hazards. d. Reduce by 50 feet for dead-end streets or roads. e. One hydrant for each 1,000 gallons per minute or fraction thereof. f. A 50-percent spacing increase shall be permitted where the building is equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1 of the International Fire Code. g. A 25-percent spacing increase shall be permitted where the building is equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.2 or 903.3.1.3 of the International Fire Code or Section P2904 of the International Residential Code. 2015 INTERNATIONAL FIRE CODE* 481 Copyright 0 2014 ICC.ALL RIGHTS RESERVED.Accessed by David Montgomery on Mar 22,2016 2:32:13 PM pursuant to License Agreement with ICC.No further reproduction or distribution authorized.ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT,AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. ~ Indiana Lumbermens -00 - oav Mutual Insurance Company DR FPF JUN 141996 EN EPA. June 11, 1996 Mr. Dave Salzer Mason County Fire Marshall 426 West Cedar Street Shelton, WA 98584 Dear Mr. Salzer* On May 28, 1996, 1 performed a hydrant flow test at Skookum Lumber Company in Shelton, WA. Test results were 38#static water pressure; 20#residual; PITOT reading of 20. We flowed a single 4.5" opening with a .9 co-efficient. This equals 2,430 gallons per minute available at 20 psi. I have also included I have also included a copy of our water supply analysis graph. Please call with any questions. Best regards, Daniel R. Hubeli Loss Control Representative cc: Mike Rearick Bill Givens Parker, Smith & Feek LC File 3600 Woodview Trace PO Box 68600 Indianapolis,IN 46268-0600 317-875-3600 Fax 317-875-8501 Claims Fax 317-875-3581 l WATER SUPPLY ANALYSIS INSURED oo �c��1 -UMQI� CC) . LOCATION o W • 'lLC �W �!`i � a 5�1'�� HYDRANT FLOW TEST: DATE � STATIC PRESS _ psi RESIDUAL PRESS psi FLOW C _0 GPM 150 1 150 1 - 140 Occupancy Class 140 i Design Density: 1 sq.ft. Adq. Y N 130 Sprinkler Demand: GPM @ psi ,30 120 I Adequate Water for Sprinklers: Y N % Def. 120 110 Adequate Water for Hose Streams: Y N 110 1 ; z U Z 90 y0 a N 0: W 80 80 C] J 1 70 70 G= D chit 60 - 1 60 X a 50 -}- 50 40 I 40 30 30 20 20 10 10 # 7.5 8.5 9.5 10.5 11.5 125 13.5 14.5 c 15.5 7E.5 17.5 19.5 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 i,. 16 1y 18 20 FLOW; — (3)AL. PER PAIN. v l Jl�.nil TIP, v crni c nv