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Medical Offices <br />WASTEWATER LOAD CALCULATIONS <br />Wastewater Demand <br />Total <br />No. of sq No. of Area (sq Units No. of Flow/Unit Q (GPD) <br />Buildings ft/Floor Floors ft Units. <br />GPI01 1000 <br />sf <br />MOB 1 <br />1 <br />80,011 <br />1 <br />80011 <br />sq ft <br />80011 <br />500 <br />40006 <br />MOB 2 <br />1 <br />29223 <br />2 <br />5844E <br />1 sq ft <br />58446 <br />500 <br />292.23 <br />MOB 3 <br />1 <br />29638 <br />3 <br />88914 <br />sq ft <br />88914 <br />500 <br />44457 <br />MOB 4 <br />1 <br />14725 <br />1 <br />14725 <br />sq ft <br />1472.5 <br />500 <br />7363 <br />Total <br />4 <br />242096 <br />242096 <br />1 <br />1 121048 <br />Hospital <br />Beds <br />1 <br />64595 <br />172705 <br />Beds <br />225 <br />300 <br />67500 <br />Hotel <br />= <br />I GPD/Key <br />Keys <br />1 <br />34571 <br />0 <br />103713 <br />Keys <br />150 <br />100 <br />15000 <br />Retail Stores <br />GPD / 1000 <br />sf <br />Retail <br />8 <br />3175 <br />1 <br />25400 <br />sq ft <br />25400 <br />100 <br />2540 <br />Total <br />8 <br />25400 <br />25400 <br />2540 <br />Total Phase Waste Water Demand (GPD <br />206088 <br />—Fe—sign Flows <br />Wastewater Demand Pear Flows <br />No. of Peak Peack Flaw <br />Buildings Q'GPD) Q (GPM) Flow (GPU) Q (GPM) <br />Factor <br />Phase J 14 206088 143 2.5 515220 358 <br />Total Waste Water Peak Flow Demand GPM' <br />tR�. Thompson t9 s :lr�o p(1r�y <br />Project: Paris Lake MOB Lift Station <br />Location: 40566 Texas 286 Loop, Paris Texas <br />R. <br />5 <br />Crate: May -24-2017 <br />