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Fire Flow Report~J· .. FTE ~ Jomes F. Torner Engineers, LP: Consulting ~nHineers Minimum Number of Fire Hydrants 2 from Table C105.1 , based-en a fire flow requireme.nt of 2,250gpm. Space 'B' BuildinQ. Category· Type 118 Area 7 ,967 sf Fire· Flow .2r00D gpm from Table 8105. 1 Fire Flow Duration 2 hrs from Table C105.1 Minimum Number of Fire Hydrants 2 from Table C 105.1, based on a fire flow requirement of 2,000gpm. There is one existing fi re hydrant accessible to the site, It is located adjacent to the site, on the opposite side of Navarro Drive. One new·fire hydrant iias been added on site, connected to an existing 6" diameter looped system serving the Steeplechase Subdivision. The maximum velocity on any of the water lines in those 2 loops is 11 .92 feet per second. The water system was evaluated with domestic flows only and with b.oth fire flows and domestic flows. The system was evaluatec! per the TCEQ requireme·nts of 1.5gpm per each domestic service and per the B/CS Unified Design Guidelines Manual of 1000 gpm for the fire hydrant serving the residential area. Calculations following_ the Hardy-Cross Method :are attached. Water Design Report -Irrigation Estimated 96.2 .gpm Wastewater Design Report Space 'A' fixture unit c.ount 28..5 fixture units Space 'B' estimated fixture unit count 111 fixture uni.ts Total fixture unit count 199.5 fU Peak Demand 125 gpm A new 6" di.ameter sanitary sewer line will connect to an existing sanitary sewer manhole on the property. ~"'''''"''\\\\\ .. ..:0-•1: OF r lt .o-_'\~' ••••...• ,. ~J-19 :C';) •• ~ *···7'-1_ 'li ::., ••• .·. • •• t.tt z :! * !' \ * ~ Very truly yours, ~Jvie.ffNOEIL'fM····,:..~.~ JAMES F. TURNER ENG.INEERS~ LP g "t:t·-··········-········· ACKAY ;! ~ . . -...... , ..... ~ ~~\ 96520 /~I ~ ~/ OA' .. ,~~ cN "f-9.···'-~ $ . . . l1l ~J's~. •·;··~··· . <:>~ .:::-~ I . · ftt,fONAL ~\\ ~~rtt:..{2.i'JO'i' •t.\\\,,,_,,..._,, >JI Tyler N. Mackay, PE DALLAS -8340 Meadow Road -Suite 160 --Dallas, Texas 75231 --214-750-2900 --Fax 214-750-2902