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1,.R11) 1 <br />rl <br />rYUN6 v <br />ac <br />LEGEND <br />..r7. -r MUMS »h1=N <br />C j a>.Ixtnsl .41113 . 41111 r1- 417,..1 4.10.0 P : M rnrc <br />1 .IIM 11,F. 171.4•11 UIfiIr, ._nn 1.11 r.or <br />r7CnOxu un 5,011 <br />m Vlr' r 7 r �UC -C' TI CC U]UI SRTY * TO C %G INC inu hc. . UI: <br />T <br />Figure 6. Trunk Sanitary Sewer system for ultimate design. <br />i/ <br />- -til <br />11.117 C.F <br />ErnitIFY <br />l•IINL�EF ��ndx <br />E;Yf1]..1- 0 ti1�L' #'lld.l� :Yll31 "t�V� <br />ff'ahiPREGJERTPAYE 5w'.:d[u,Frr <br />iP _PR <br />PROI'O5Y11 <br />F'I.UHb' <br />It is also proposed that a lateral sanitary sewer be extended easterly along Riverdale Drive to <br />approximately 100' east of the existing cul -de -sac. This lateral sanitary sewer will provide <br />sewer access to the existing businesses along the existing segment of Riverdale Drive. The <br />depth of the sanitary sewer at its termination point is estimated to be approximately 8 feet, <br />which inhibits the practicality of an easterly extension to Traprock Street. <br />As the property abutting the segment of the Riverdale Drive extension develops or re- develops, <br />it will be necessary for the infrastructure for the ultimate sanitary sewer system to be installed. <br />In the interim, it may be possible for the landowner of the adjacent parcels to construct a <br />temporary private lift station and associated forcemain, utilizing the Riverdale Drive lateral as a <br />discharge location. This would provide sanitary sewer availability to the large tracts of land that <br />have development /re- development potential without requiring a significant additional <br />51 Page <br />