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TECHNICAL MEMORANDUM <br /> Project Name <br /> Technical Memorandum Name <br /> EXISTING METHODOLOGY <br /> Currently, when a development is submitted to the City for review, the City requires the Developer to <br /> determine the peak water demand for the development. This is generally done by conducting a fixture <br /> unit count for the development in accordance with the American Water Works Association (AWWA) <br /> methodology. This methodology assigns a number of fixture units to each water using fixture, such as <br /> toilets, showers, sinks, hose bibs, and washing machines. The anticipated peak demand for the <br /> development can then be determined based on the following graph. <br /> 28 SIZING WATER SERVICE LINES AND METERS <br /> 400 , <br /> Daeeuc use . <br /> m <br /> 350 — nes.dentii Suburo , �- _ _ r - . — <br /> - <br /> - tours 1 t — •---- - <br /> ShoptNng Centers - <br /> 300 Restaurants - -. - -4— <br /> Public Sc ods � I <br /> r Putdx:anicanys - _-1— <br /> 250 — HoWitals I <br /> - Averments _ .--- -- .1_ .. - . <br /> Condominiums I <br /> a 200 _-- Motels 4 . _.. <br /> Trotter Parks <br /> g . , <br /> - - <br /> r <br /> Domestic Use Oniy <br /> 150 t I l I No Imoniton <br /> � <br /> Cr. i <br /> 100 -- , I I . _ <br /> 50 -- <br /> 0 - - , — - — ------- <br /> 0 1 2 3 4 5 6 7 a 9 to n 12 13 <br /> Carnbmed Fixed Value. tOi unds <br /> Figure 4-3 Water flow demand per fixture value—high range <br /> 2 of 7 <br /> \\ausl.aus.apailshare\,projec1s\06001018-011doc\tm-irnpact fees 3-19-14 docx <br />