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<br />1;)01089 <br /> <br />Dr aft - 91 8 1 <br /> <br />demand attributable to lawn waterIng) can be computed using the <br /> <br />formula applied to the other two categories: <br /> <br />(2DO gcd) <br />(assumed <br />total <br />withdrawals) <br /> <br />x ( .51) x <br />(% of <br />total <br />withdrawals) <br /> <br />(z) <br /> <br />" 75 gcd <br />(consumption <br />per capita <br />per day) <br /> <br />where z " % of total demand, <br /> <br />z = 73% <br /> <br />In other words, a good approximation Is that 73 percent of the <br /> <br />water supplied for lawn watering is consumed. <br /> <br />The rea,er is reminded that results described in this Appen- <br /> <br />dix are summarized in Table 1 of the section, "Municipal Treated <br /> <br />Water" in Chapter 5. These results are then combined with popu- <br /> <br />lation projections in that section to predict additional. demand <br /> <br />for municipal treated water by hydrologic region. <br /> <br />I <br />- <br /> <br />8 <br />