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1 <br /> 091 <br /> FORCE MAIN ALONG U.S 70 <br /> I <br /> Proposed <br /> Existing Proposed Cut Boring <br /> Station Elevation Invert Depth Depth <br /> p <br /> 28+00 657.8 651.3 6.5 8.0 <br /> 34+00 643.8 639.5 4.3 6.0 <br /> 40+00 649.5 644.4 5.1 7.0 <br /> Bore & Jack <br /> 46+00 642.6 638.5 4.1 6.0 <br /> 46+30 643.3 63$.5 4.8 7.0 <br /> 50+00 647.0 638.0 9.0 10.0 <br /> 56+00 638.9 634.8 4.1 6.0 <br /> 62+00 630.8 625.5 5.3 7.0 <br /> 68+00 620.5 616.7 3.8 6.0 <br /> 74+00 605.3 601.5 3.8 6.0 <br /> 80+00 600.7 596.9 3.8 6.0 <br /> 89+00 618.1 610.7 7.4 9.0 <br /> 95+00 614.5 610.8 <br /> 3.7 6.0 <br /> 101+00 595.2 590.6 4.6 7-U <br /> 107+00 566.6 562.5 4.1 6.0 <br /> 113+00 552.3 546.2 6.1 8.0 <br /> 117+00 550.5 546.6 3.9 6.0 <br /> 123+00 565.5 561.8 3.7 6.0 <br /> 129+0,0 577.5 573.6 3.9 <br /> 135+00 587.7 6.0 <br /> 583.9 3.8 <br /> 6.0 <br /> 141+00 601.2 597.5 3.7 6.0 <br /> 147+00 621.0 617.2 3.8 <br /> 6.0 <br /> 153+00 631.6 627.7 3.9 6.0 <br /> 159+00 627.4 623.0 4.4 7.0 <br /> 165+00 608.0 604.0 4.0 6.0 <br /> Man Existing - Proposed <br /> Proposed Cut Boring <br /> Station Hole Elevation Invert Depth Depth <br /> 171+86.45 No.1 619.9 615.0 4.9 7.0 <br /> 176+65.46 No.3 622.2 612.8 9.4 11.Q <br /> 180+34.23 No.4 607.0 602.0 5.0 <br /> 182+51.73 No.5 594.0 <br /> 583.4 7.0 <br /> 187+30.53 No.6 <br /> 583.2 578 9 10.6 SR <br /> 4.3 SR <br /> . 1 <br />