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. ,� . <br /> � .. . . <br /> 9. MH C-3+70 to MH C-3+295 225 ' 48" RCP <br /> (West from Franklin St. ) <br /> 10. MH C-3+295 to MH C-3+320 25 ' S4" CMP Arch w/ <br /> (Continuing to the West) Concrete Invert <br /> 11. MH C-3+320 to MH C-3+400 80 ' 48" RCP <br /> (Continuing to the West) <br /> 12• MH C-3+400 to MH C-3+430 30' Gunite Repair Section <br /> (At Main St. - extended) <br /> 13 . MH C-3+430 to MH C-2+40 125 ' 48" RCP <br /> (West from Main St. ) <br /> 14 . MH C-2+40 to MH C-2+65 25 ' 48" Iron Pipe <br /> (Under ICGRR) <br /> 15. MH C-2+65 to MN C-1 145 ' 48" Brick Arch <br /> (Continuing to the West) w/Flat Invert <br /> 16. MH C-1 to End 40 ' 48" RCP w/Brick <br /> (Discharge into outfall Invert Lining <br /> to river) <br /> Recommendations contained in the 1966 Storm Drainage Report <br /> for this sewer include the following: <br /> Webster St. to Jackson 8t. : <br /> "Provide sewer lining; replace 40'± section of 54" sewer <br /> west of manhole at Broadway St. �� (now Martin Luther <br /> King, Jr. Drive) <br /> Jackson Bt. to 8. Main St. : <br /> "Replace entire line except portion under ICRR with 54" <br /> diameter sewer; clean 15'� sanitary interceptor. �� <br /> The above noted recommendations in the 1966 report have not been <br /> accomplished to date. <br /> The report also proposed extension of storm sewers east along <br /> Moore St. , extending the area tributary to the Cantrell St. sewer, <br /> easterly to 16th Street. At such time as this additional sewer <br /> work may be accomplished, the area tributary to the Cantrell St. <br /> Sewer will be increased from 130 to approximately 175 acres. <br /> 87023A B-10 <br /> 19 of 29 <br />