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Offsite Analysis <br />41 Ib 4 113 X % S C4 <br />"71 13 Ff 4718 � - \ \. <br />31. <br />S a <br />48011 jAh %. 0 <br />ST23 <br />-17 <br />4807 S <br />14 <br />f2l <br />WS I <br />'82 <br />J8 2 1208 <br />C1 Point of Connection 4809 48. <br />341 0 8, Between Stormwater <br />4811 <br />and Sewer <br />-4 <br />4 1W13 1 4817 <br />13 <br />4821 8 <br />%0 3Existing ,id <br />Storm Drain sMH 4823 <br />084 297. S H4 Flows Generally Travel West to Ea(.: <br />3 <br />Existing CB to 048 <br />in --r--483 <br />Be R - Exist' 9 <br />Remain <br />91 Sewer Main <br />Ff 1 91 483 <br />:4924 Existing CB to <br />Be Removed Flows Generally Travel West to East <br />Removed <br />H <br />Approximate 6 <br />Location of Site Flows Generally Travel West to East <br />�S 4S 92 I I 92 <br />3 5 <br />'93,---- MH Ii <br />cot <br />49 92 <br />4920 -2 <br />130. 131 <br />H <br />62 <br />3MA- 1.1 00 121 F3 <br />H ► 5rio. 23 <br />— — — 1.62 O�L 131 <br />OCI -- 5C,2 C111 01 <br />041 <br />SMH 3 <br />339.62 Y-11 7 1 CI <br />M 11 - -- —C� A 501 <br />24 1 f,I)XII HM — <br />11 - - 11 SM 62 F-12 ri, 5 K-2,- <br />.33 H 31 5.99 12 - <br />\ 16.621 ,5033 C-12 <br />U <br />02 <br />H <br />51 AS 0 <br />V11- 17.45 51 5111 -6 T--j <br />MH 12 1 <br />318.763 F, MCI <br />