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! <br /> <br /> I <br />I <br /> I <br />i <br /> I <br /> I <br /> I <br /> <br />'1 <br /> I <br /> I <br /> I <br /> I <br /> I <br /> <br /> ~, / <br /> <br />I <br />I <br /> <br />1,619 housing units, ape proposed within the sewered area <br />by 1990. It is anticipated that the remaining development <br />will occu~ in:the transition and rural service areas of the <br />City. <br /> <br />The total average daily flow projected for 1990 is 0.853 <br />million gallons per day (MGD). A summary of the projected <br />flows can be found in the tables located in Appendix C. <br />These flows are based on the fact that approximately 1,477 <br />acres of developable land will have sewer service available <br />by.1990. Therefore, only those trunk sewer facilities to <br />provide for anticipated growth will be constructed as shown' <br />on Map 13A. <br /> <br /> <br />