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FA5Y44_9
file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] Flow Analysis Report Page#: 1 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (08A ) 7833 -(08A ) 7965 250 8 0.101 0.143 0.206 0.389 53 (08A ) 7932 -(08A ) 7833 400 8 0.101 0.143 0.206 0.389 53 (08A ) 7961 -(08A ) 7965 110 8 0.000 0.003 0.025 0.389 6 (08A ) 7962 -(08A ) 7961 200 8 0.000 0.003 0.025 0.389 6 (08A ) 7965 -(08A ) IPS 45 8 0.102 0.146 0.206 0.389 53 (08A ) IPS -(09A ) 7817 7025 8 0.102 0.146 0.206 0.389 100 Basin <= 8 in $0.00 Basin > 8 in $0.00 Total Basin Cost: $0.00 (08B ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 7963 -(08A ) 7962 150 8 0.000 0.003 0.025 0.389 6 Basin <= 8 in $0.00 Basin > 8 in $0.00 Total Basin Cost: $0.00 (09A ) 15015 -(09A ) 7816 130 8 0.102 0.158 0.234 2.370 10 (09A ) 15020 -(09A ) 7809 111 8 0.000 0.006 0.026 0.389 7 (09A ) 15021 -(09A ) 7704 96 8 0.000 0.005 0.019 0.389 5 (09A ) 15028 -(09A ) 7453 216 6 0.000 0.002 0.009 0.222 4 (09A ) 15031 -(09A ) 7470 131 8 0.000 0.001 0.005 0.389 1 (09A ) 15057 -(09A ) 7445 38 8 0.000 0.000 0.002 0.389 0 (09A ) 15062 -(09A ) 7719 425 6 0.000 0.004 0.017 0.222 8 (09A ) 15064 -(09A ) 7085 50 8 0.000 0.007 0.028 0.389 7 (09A ) 15065 -(09A ) 7765 100 8 0.000 0.001 0.004 0.389 1 (09A ) 7027 -(11 ) 7026 276 15 0.435 1.038 2.552 2.835 90 (09A ) 7028 -(09A ) 7027 373 15 0.434 1.035 2.544 2.713 94 (09A ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 7029 -(09A ) 7034 420 15 0.434 1.029 2.527 2.669 95 (09A ) 7030 -(09A ) 7088 206 15 0.432 1.004 2.436 2.701 90 (09A ) 7031 -(09A ) 7030 370 15 0.432 1.002 2.430 2.800 87 (09A ) 7032 -(09A ) 7031 213 15 0.432 0.999 2.419 2.800 86 (09A ) 7033 -(09A ) 7032 213 12 0.432 0.997 2.414 1.941 124 10 16,401 (09A ) 7034 -(09A ) 7028 238 15 0.434 1.032 2.533 3.458 73 (09A ) 7035 -(09A ) 7033 363 12 0.432 0.995 2.409 1.947 124 10 34,485 (09A ) 7036 -(09A ) 7035 226 12 0.431 0.982 2.362 1.541 153 10 17,402 (09A ) 7037 -(09A ) 7036 226 12 0.427 0.905 2.055 1.552 132 10 16,046 (09A ) 7038 -(09A ) 7037 365 8 0.307 0.453 0.739 0.710 104 10 25,915 (09A ) 7072 -(09A ) 7037 329 12 0.120 0.449 1.352 2.097 64 (09A ) 7073 -(09A ) 7703 204 10 0.118 0.411 1.208 0.967 125 10 14,484 (09A ) 7074 -(09A ) 7073 306 10 0.118 0.409 1.202 1.343 90 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (09A ) 7075 -(09A ) 7074 305 10 0.118 0.406 1.192 1.735 69 (09A ) 7076 -(09A ) 7075 242 10 0.117 0.403 1.182 1.453 81 (09A ) 7077 -(09A ) 7076 363 10 0.117 0.388 1.124 1.345 84 (09A ) 7078 -(09A ) 7077 147 10 0.115 0.359 1.011 1.346 75 (09A ) 7079 -(09A ) 7078 386 10 0.115 0.358 1.007 1.890 53 Page#: 2 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (09A ) 7080 -(09A ) 7079 274 8 0.115 0.354 0.994 0.907 110 10 19,454 (09A ) 7081 -(09A ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 7080 276 8 0.115 0.352 0.985 1.004 98 (09A ) 7082 -(09A ) 7739 85 8 0.114 0.334 0.915 0.904 101 10 6,035 (09A ) 7083 -(09A ) 7740 196 8 0.113 0.318 0.854 0.712 120 10 13,916 (09A ) 7084 -(09A ) 7083 222 8 0.112 0.301 0.790 1.115 71 (09A ) 7085 -(09A ) 7737 239 10 0.110 0.270 0.665 1.022 65 (09A ) 7086 -(09A ) 7085 189 8 0.109 0.257 0.613 1.092 56 (09A ) 7087 -(09A ) 7086 130 8 0.109 0.246 0.571 1.149 50 (09A ) 7088 -(09A ) 7029 166 12 0.434 1.025 2.514 1.758 143 10 11,786 (09A ) 7089 -(09A ) 7088 97 10 0.001 0.020 0.079 0.659 12 (09A ) 7423 -(09A ) 7089 215 8 0.001 0.019 0.075 0.389 19 (09A ) 7424 -(09A ) 7423 200 8 0.001 0.017 0.067 0.389 17 (09A ) 7425 -(09A ) 7424 200 8 0.001 0.015 0.060 0.389 15 (09A ) 7426 -(09A ) 7425 275 8 0.001 0.013 0.052 0.389 13 (09A ) 7427 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(09A ) 7426 150 8 0.001 0.010 0.041 0.389 11 (09A ) 7428 -(09A ) 7427 144 8 0.000 0.009 0.035 0.389 9 (09A ) 7429 -(09A ) 7428 141 8 0.000 0.007 0.030 0.389 8 (09A ) 7430 -(09A ) 7429 90 8 0.000 0.006 0.024 0.389 6 (09A ) 7431 -(09A ) 7430 104 8 0.000 0.005 0.021 0.389 5 (09A ) 7432 -(09A ) 7433 13 8 0.000 0.002 0.010 0.389 3 (09A ) 7433 -(09A ) 7431 75 8 0.000 0.004 0.017 0.389 4 (09A ) 7434 -(09A ) 7433 103 8 0.000 0.001 0.004 0.389 1 (09A ) 7435 -(09A ) 7035 45 8 0.000 0.009 0.039 0.389 10 (09A ) 7436 -(09A ) 7435 338 8 0.000 0.007 0.030 0.389 8 (09A ) 7437 -(09A ) 7436 81 8 0.000 0.004 0.017 0.389 4 (09A ) 7438 -(09A ) 7437 341 8 0.000 0.003 0.014 0.389 4 (09A ) 7439 -(09A ) 7435 169 8 0.000 0.002 0.007 0.389 2 (09A ) 7440 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(09A ) 7441 22 8 0.004 0.067 0.271 0.389 70 (09A ) 7441 -(09A ) 7492 123 8 0.004 0.069 0.275 0.389 71 (09A ) 7442 -(09A ) 7440 250 8 0.004 0.065 0.264 0.389 68 (09A ) 7443 -(09A ) 7442 379 8 0.002 0.045 0.183 0.389 47 (09A ) 7444 -(09A ) 7443 90 8 0.002 0.042 0.169 0.389 44 (09A ) 7445 -(09A ) 7444 68 8 0.002 0.041 0.166 0.389 43 (09A ) 7446 -(09A ) 7445 182 8 0.002 0.040 0.162 0.389 42 (09A ) 7447 -(09A ) 7446 319 8 0.000 0.004 0.018 0.389 5 (09A ) 7448 -(09A ) 7447 120 8 0.000 0.001 0.005 0.389 1 (09A ) 7449 -(09A ) 7442 166 8 0.001 0.018 0.074 0.389 19 (09A ) 7449Y -(09A ) 7449 85 6 0.000 0.001 0.003 0.222 2 (09A ) 7449Z -(09A ) 7449 300 6 0.000 0.003 0.012 0.222 5 (09A ) 7450 -(09A ) 7449 153 8 0.001 0.013 0.052 0.389 13 (09A ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 7451 -(09A ) 7450 146 8 0.001 0.011 0.046 0.389 12 (09A ) 7452 -(09A ) 7451 118 8 0.000 0.010 0.041 0.389 10 (09A ) 7452Z -(09A ) 7452 250 6 0.000 0.002 0.010 0.222 4 (09A ) 7453 -(09A ) 7452 288 8 0.000 0.006 0.026 0.389 7 Page#: 3 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (09A ) 7454 -(09A ) 7453 151 8 0.000 0.001 0.006 0.389 2 (09A ) 7455 -(09A ) 7432 50 8 0.000 0.002 0.009 0.389 2 (09A ) 7456 -(09A ) 7455 185 8 0.000 0.002 0.007 0.389 2 (09A ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 7457 -(09A ) 7446 178 8 0.002 0.034 0.138 0.389 36 (09A ) 7458 -(09A ) 7457 312 8 0.000 0.005 0.020 0.389 5 (09A ) 7459 -(09A ) 7458 198 8 0.000 0.002 0.008 0.389 2 (09A ) 7460 -(09A ) 7457 181 8 0.001 0.021 0.085 0.389 22 (09A ) 7461 -(09A ) 7460 145 8 0.001 0.019 0.078 0.389 20 (09A ) 7462 -(09A ) 7461 110 8 0.001 0.018 0.073 0.389 19 (09A ) 7463 -(09A ) 7462 235 8 0.000 0.007 0.029 0.389 7 (09A ) 7464 -(09A ) 7463 145 8 0.000 0.001 0.006 0.389 1 (09A ) 7465 -(09A ) 7463 88 8 0.000 0.003 0.014 0.389 4 (09A ) 7466 -(09A ) 7465 258 8 0.000 0.002 0.010 0.389 3 (09A ) 7467 -(09A ) 7457 120 8 0.000 0.006 0.026 0.389 7 (09A ) 7468 -(09A ) 7467 97 8 0.000 0.005 0.021 0.389 5 (09A ) 7469 -(09A ) 7468 142 8 0.000 0.001 0.006 0.389 1 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (09A ) 7470 -(09A ) 7468 165 8 0.000 0.003 0.012 0.389 3 (09A ) 7471 -(09A ) 7462 210 8 0.000 0.010 0.040 0.389 10 (09A ) 7472 -(09A ) 7471 220 8 0.000 0.002 0.009 0.389 2 (09A ) 7473 -(09A ) 7471 118 8 0.000 0.006 0.023 0.389 6 (09A ) 7474 -(09A ) 7473 162 8 0.000 0.004 0.019 0.389 5 (09A ) 7475 -(09A ) 7474 246 8 0.000 0.003 0.012 0.389 3 (09A ) 7476 -(09A ) 7475 56 8 0.000 0.001 0.002 0.389 1 (09A ) 7477 -(09A ) 7440 98 8 0.000 0.002 0.007 0.389 2 (09A ) 7478 -(09A ) 7477 83 8 0.000 0.001 0.003 0.389 1 (09A ) 7490 -(09A ) 7491 150 8 0.000 0.001 0.006 0.389 2 (09A ) 7491 -(09A ) 7492 306 8 0.000 0.004 0.018 0.389 5 (09A ) 7492 -(09A ) 7036 268 8 0.004 0.076 0.303 0.389 78 (09A ) 7696 -(09A ) 7697 237 8 0.000 0.005 0.021 0.389 6 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (09A ) 7697 -(09A ) 7698 247 8 0.000 0.008 0.031 0.389 8 (09A ) 7698 -(09A ) 7699 234 8 0.000 0.010 0.040 0.389 10 (09A ) 7699 -(09A ) 7700 352 8 0.001 0.013 0.054 0.389 14 (09A ) 7700 -(09A ) 7072 265 8 0.001 0.016 0.064 0.389 17 (09A ) 7701 -(09A ) 7696 121 8 0.000 0.003 0.012 0.389 3 (09A ) 7702 -(09A ) 7701 179 8 0.000 0.002 0.007 0.389 2 (09A ) 7703 -(09A ) 7072 159 10 0.119 0.430 1.281 1.604 80 (09A ) 7704 -(09A ) 7703 197 8 0.001 0.018 0.073 0.389 19 (09A ) 7705 -(09A ) 15021 142 8 0.000 0.004 0.015 0.389 4 (09A ) 7706 -(09A ) 7705 240 8 0.000 0.002 0.010 0.389 2 (09A ) 7707 -(09A ) 7704 180 8 0.001 0.011 0.046 0.389 12 (09A ) 7708 -(09A ) 7707 143 8 0.000 0.010 0.039 0.389 10 (09A ) 7709 -(09A ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 7708 101 8 0.000 0.008 0.034 0.389 9 (09A ) 7710 -(09A ) 7709 264 8 0.000 0.007 0.030 0.389 8 (09A ) 7711 -(09A ) 7710 100 8 0.000 0.001 0.004 0.389 1 (09A ) 7712 -(09A ) 7710 80 8 0.000 0.004 0.016 0.389 4 Page#: 4 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (09A ) 7713 -(09A ) 7712 157 8 0.000 0.003 0.013 0.389 3 (09A ) 7714 -(09A ) 7713 157 8 0.000 0.002 0.006 0.389 2 (09A ) 7715 -(09A ) 7076 108 8 0.001 0.013 0.053 0.389 14 (09A ) 7716 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(09A ) 7715 90 8 0.001 0.012 0.049 0.389 13 (09A ) 7717 -(09A ) 7716 221 8 0.000 0.010 0.042 0.389 11 (09A ) 7718 -(09A ) 7717 127 8 0.000 0.008 0.033 0.389 9 (09A ) 7719 -(09A ) 7718 292 8 0.000 0.007 0.029 0.389 7 (09A ) 7720 -(09A ) 7716 100 8 0.000 0.001 0.004 0.389 1 (09A ) 7721 -(09A ) 7722 50 8 0.000 0.011 0.045 0.389 12 (09A ) 7722 -(09A ) 7077 100 8 0.001 0.025 0.103 0.389 27 (09A ) 7723 -(09A ) 7721 140 8 0.000 0.010 0.043 0.389 11 (09A ) 7724 -(09A ) 7723 210 8 0.000 0.009 0.038 0.389 10 (09A ) 7725 -(09A ) 7724 190 8 0.000 0.007 0.029 0.389 8 (09A ) 7726 -(09A ) 7725 185 8 0.000 0.005 0.022 0.389 6 (09A ) 7727 -(09A ) 7726 115 8 0.000 0.004 0.015 0.389 4 (09A ) 7728 -(09A ) 7727 255 8 0.000 0.002 0.010 0.389 3 (09A ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 7729 -(09A ) 7722 100 8 0.001 0.013 0.055 0.389 14 (09A ) 7730 -(09A ) 7729 133 8 0.001 0.012 0.051 0.389 13 (09A ) 7731 -(09A ) 7730 143 8 0.001 0.011 0.046 0.389 12 (09A ) 7732 -(09A ) 7731 174 8 0.001 0.010 0.040 0.389 10 (09A ) 7733 -(09A ) 7732 250 8 0.000 0.008 0.033 0.389 9 (09A ) 7734 -(09A ) 7733 87 8 0.000 0.006 0.024 0.389 6 (09A ) 7735 -(09A ) 7734 168 8 0.000 0.005 0.020 0.389 5 (09A ) 7736 -(09A ) 7735 341 8 0.000 0.003 0.014 0.389 4 (09A ) 7737 -(09A ) 7084 121 8 0.112 0.299 0.783 1.377 57 (09A ) 7738 -(09A ) 7739 89 8 0.001 0.013 0.051 0.389 13 (09A ) 7739 -(09A ) 7081 296 8 0.115 0.349 0.976 0.909 107 10 21,016 (09A ) 7740 -(09A ) 7082 188 8 0.114 0.333 0.913 1.381 66 (09A ) 7741 -(09A ) 7738 74 8 0.001 0.012 0.048 0.389 12 (09A ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 7742 -(09A ) 7741 224 8 0.000 0.011 0.045 0.389 12 (09A ) 7743 -(09A ) 7742 177 8 0.000 0.009 0.037 0.389 9 (09A ) 7744 -(09A ) 7743 124 8 0.000 0.007 0.030 0.389 8 (09A ) 7745 -(09A ) 7744 92 8 0.000 0.002 0.010 0.389 2 (09A ) 7746 -(09A ) 7745 148 8 0.000 0.001 0.006 0.389 2 (09A ) 7747 -(09A ) 7744 51 8 0.000 0.004 0.015 0.389 4 (09A ) 7748 -(09A ) 7747 86 8 0.000 0.003 0.013 0.389 3 (09A ) 7749 -(09A ) 7759 185 8 0.000 0.002 0.007 0.389 2 (09A ) 7750 -(09A ) 7751 210 8 0.000 0.002 0.008 0.389 2 (09A ) 7751 -(09A ) 7753 50 8 0.000 0.002 0.010 0.389 3 (09A ) 7752 -(09A ) 7755 170 8 0.000 0.008 0.033 0.389 9 (09A ) 7753 -(09A ) 7752 125 8 0.000 0.004 0.015 0.389 4 (09A ) 7754 -(09A ) 7752 288 8 0.000 0.003 0.012 0.389 3 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (09A ) 7755 -(09A ) 7758 145 8 0.001 0.013 0.052 0.389 13 (09A ) 7756 -(09A ) 7755 84 8 0.000 0.003 0.013 0.389 3 Page#: 5 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (09A ) 7757 -(09A ) 7756 250 8 0.000 0.002 0.010 0.389 3 (09A ) 7758 -(09A ) 7740 62 8 0.001 0.013 0.055 0.389 14 (09A ) 7759 -(09A ) 7748 66 8 0.000 0.002 0.010 0.389 3 (09A ) 7760 -(09A ) 7737 116 8 0.001 0.029 0.116 0.389 30 (09A ) 7761 -(09A ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 7775 58 8 0.000 0.002 0.008 0.389 2 (09A ) 7762 -(09A ) 7761 132 8 0.000 0.001 0.005 0.389 1 (09A ) 7763 -(09A ) 7772 40 8 0.001 0.022 0.090 0.389 23 (09A ) 7764 -(09A ) 7771 157 8 0.000 0.008 0.032 0.389 8 (09A ) 7765 -(09A ) 7764 146 8 0.000 0.006 0.025 0.389 7 (09A ) 7766 -(09A ) 7771 85 8 0.001 0.012 0.049 0.389 13 (09A ) 7767 -(09A ) 7766 147 8 0.001 0.011 0.046 0.389 12 (09A ) 7768 -(09A ) 7767 92 8 0.000 0.010 0.040 0.389 10 (09A ) 7769 -(09A ) 7768 76 8 0.000 0.009 0.036 0.389 9 (09A ) 7770 -(09A ) 7809 50 8 0.000 0.000 0.002 0.389 1 (09A ) 7771 -(09A ) 7763 212 8 0.001 0.022 0.088 0.389 23 (09A ) 7772 -(09A ) 7760 95 8 0.001 0.027 0.112 0.389 29 (09A ) 7773 -(09A ) 7772 61 8 0.000 0.001 0.006 0.389 1 (09A ) 7774 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(09A ) 7773 77 8 0.000 0.001 0.003 0.389 1 (09A ) 7775 -(09A ) 7772 60 8 0.000 0.003 0.013 0.389 3 (09A ) 7776 -(09A ) 7775 80 8 0.000 0.001 0.003 0.389 1 (09A ) 7777 -(09A ) 7085 52 8 0.000 0.004 0.016 0.389 4 (09A ) 7778 -(09A ) 7777 200 8 0.000 0.003 0.014 0.389 4 (09A ) 7779 -(09A ) 7778 150 8 0.000 0.001 0.006 0.389 2 (09A ) 7780 -(09A ) 7781 155 8 0.000 0.001 0.006 0.389 2 (09A ) 7781 -(09A ) 7087 210 8 0.000 0.003 0.015 0.389 4 (09A ) 7782 -(09A ) 7765 37 8 0.000 0.004 0.016 0.389 4 (09A ) 7783 -(09A ) 7782 83 8 0.000 0.003 0.014 0.389 4 (09A ) 7784 -(09A ) 7783 146 8 0.000 0.003 0.011 0.389 3 (09A ) 7785 -(09A ) 7784 134 8 0.000 0.001 0.005 0.389 1 (09A ) 7786 -(09A ) 7086 159 8 0.000 0.009 0.037 0.389 9 (09A ) 7787 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(09A ) 7786 95 8 0.000 0.007 0.031 0.389 8 (09A ) 7788 -(09A ) 7787 105 8 0.000 0.007 0.027 0.389 7 (09A ) 7789 -(09A ) 7788 213 8 0.000 0.006 0.023 0.389 6 (09A ) 7790 -(09A ) 7789 62 8 0.000 0.003 0.014 0.389 4 (09A ) 7791 -(09A ) 7790 117 8 0.000 0.003 0.012 0.389 3 (09A ) 7792 -(09A ) 7791 82 8 0.000 0.002 0.007 0.389 2 (09A ) 7793 -(09A ) 7792 102 8 0.000 0.001 0.004 0.389 1 (09A ) 7794 -(09A ) 7795 100 8 0.000 0.001 0.004 0.389 1 (09A ) 7795 -(09A ) 7796 245 8 0.000 0.003 0.014 0.389 4 (09A ) 7796 -(09A ) 7797 163 8 0.000 0.005 0.020 0.389 5 (09A ) 7797 -(09A ) 15064 142 8 0.000 0.006 0.026 0.389 7 (09A ) 7798 -(09A ) 7799 148 8 0.000 0.001 0.006 0.389 2 (09A ) 7799 -(09A ) 7800 240 8 0.000 0.004 0.015 0.389 4 (09A ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 7800 -(09A ) 7802 96 8 0.000 0.006 0.026 0.389 7 Page#: 6 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (09A ) 7801 -(09A ) 7800 169 8 0.000 0.002 0.007 0.389 2 (09A ) 7802 -(09A ) 7083 136 8 0.001 0.014 0.059 0.389 15 (09A ) 7803 -(09A ) 7802 60 8 0.000 0.007 0.028 0.389 7 (09A ) 7804 -(09A ) 7803 199 8 0.000 0.002 0.008 0.389 2 (09A ) 7805 -(09A ) 7803 242 8 0.000 0.004 0.018 0.389 5 (09A ) 7806 -(09A ) 7805 216 8 0.000 0.002 0.009 0.389 2 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (09A ) 7807 -(09A ) 7808 331 8 0.000 0.003 0.013 0.389 3 (09A ) 7808 -(09A ) 15020 225 8 0.000 0.005 0.022 0.389 6 (09A ) 7809 -(09A ) 7769 134 8 0.000 0.008 0.034 0.389 9 (09A ) 7810 -(09A ) 7087 247 8 0.108 0.227 0.494 1.070 46 (09A ) 7811 -(09A ) 7850 100 8 0.104 0.187 0.333 1.329 25 (09A ) 7812 -(09A ) 7859 95 8 0.104 0.180 0.303 1.279 24 (09A ) 7813 -(09A ) 7812 183 8 0.104 0.179 0.300 1.111 27 (09A ) 7814 -(09A ) 7813 240 8 0.103 0.171 0.273 1.842 15 (09A ) 7815 -(09A ) 7814 237 8 0.103 0.168 0.263 1.699 16 (09A ) 7816 -(09A ) 7815 285 8 0.103 0.164 0.251 1.777 14 (09A ) 7817 -(09A ) 15015 133 8 0.102 0.148 0.205 2.566 8 (09A ) 7834 -(09A ) 7087 60 8 0.001 0.014 0.058 0.389 15 (09A ) 7835 -(09A ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 7871 328 8 0.001 0.013 0.052 0.389 13 (09A ) 7836 -(09A ) 7872 230 8 0.000 0.008 0.034 0.389 9 (09A ) 7837 -(09A ) 7836 74 8 0.000 0.006 0.025 0.389 7 (09A ) 7838 -(09A ) 7837 95 8 0.000 0.001 0.004 0.389 1 (09A ) 7839 -(09A ) 7840 150 8 0.000 0.001 0.006 0.389 2 (09A ) 7840 -(09A ) 7841 250 8 0.000 0.004 0.016 0.389 4 (09A ) 7841 -(09A ) 7810 145 8 0.000 0.005 0.022 0.389 6 (09A ) 7842 -(09A ) 7810 129 8 0.000 0.007 0.027 0.389 7 (09A ) 7843 -(09A ) 7842 335 8 0.000 0.005 0.022 0.389 6 (09A ) 7844 -(09A ) 7843 110 8 0.000 0.001 0.004 0.389 1 (09A ) 7845 -(09A ) 7843 115 8 0.000 0.001 0.005 0.389 1 (09A ) 7846 -(09A ) 7877 355 8 0.001 0.024 0.097 0.389 25 (09A ) 7847 -(09A ) 7846 114 8 0.000 0.006 0.025 0.389 6 (09A ) 7848 -(09A ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 7847 235 8 0.000 0.005 0.021 0.389 5 (09A ) 7849 -(09A ) 7848 280 8 0.000 0.003 0.011 0.389 3 (09A ) 7850 -(09A ) 7810 147 8 0.107 0.213 0.437 0.389 112 10 10,437 (09A ) 7851 -(09A ) 7846 325 8 0.001 0.014 0.059 0.389 15 (09A ) 7852 -(09A ) 7851 165 8 0.001 0.011 0.046 0.389 12 (09A ) 7853 -(09A ) 7852 80 8 0.000 0.007 0.028 0.389 7 (09A ) 7854 -(09A ) 7853 180 8 0.000 0.006 0.025 0.389 7 (09A ) 7855 -(09A ) 7859 80 8 0.000 0.001 0.003 0.389 1 (09A ) 7856 -(09A ) 7859 100 8 0.000 0.005 0.020 0.389 5 (09A ) 7857 -(09A ) 7856 100 8 0.000 0.003 0.012 0.389 3 (09A ) 7858 -(09A ) 7856 100 8 0.000 0.001 0.004 0.389 1 (09A ) 7859 -(09A ) 7811 94 8 0.104 0.186 0.329 0.389 85 (09A ) 7860 -(09A ) 7813 330 8 0.000 0.006 0.024 0.389 6 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] Page#: 7 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (09A ) 7861 -(09A ) 7860 115 8 0.000 0.001 0.005 0.389 1 (09A ) 7862 -(09A ) 7860 135 8 0.000 0.001 0.005 0.389 1 (09A ) 7863 -(09A ) 7860 18 8 0.000 0.000 0.001 0.389 0 (09A ) 7864 -(09A ) 7814 100 8 0.000 0.001 0.004 0.389 1 (09A ) 7865 -(09A ) 7815 100 8 0.000 0.002 0.008 0.389 2 (09A ) 7866 -(09A ) 7865 100 8 0.000 0.001 0.004 0.389 1 (09A ) 7867 -(09A ) 7816 170 8 0.000 0.003 0.012 0.389 3 (09A ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 7868 -(09A ) 7867 120 8 0.000 0.001 0.005 0.389 1 (09A ) 7869 -(09A ) 7852 150 8 0.000 0.003 0.011 0.389 3 (09A ) 7870 -(09A ) 7869 130 8 0.000 0.001 0.005 0.389 1 (09A ) 7871 -(09A ) 7834 97 8 0.001 0.014 0.056 0.389 14 (09A ) 7872 -(09A ) 7835 126 8 0.000 0.010 0.039 0.389 10 (09A ) 7873 -(09A ) 7854 72 8 0.000 0.001 0.003 0.389 1 (09A ) 7874 -(09A ) 7854 176 8 0.000 0.004 0.015 0.389 4 (09A ) 7875 -(09A ) 7874 84 8 0.000 0.002 0.008 0.389 2 (09A ) 7876 -(09A ) 7875 126 8 0.000 0.001 0.005 0.389 1 (09A ) 7877 -(09A ) 7850 50 8 0.001 0.024 0.099 0.389 25 (09A ) 7886 -(09A ) 15015 33 8 0.000 0.010 0.040 0.389 10 (09A ) 7887 -(09A ) 7886 215 8 0.000 0.009 0.038 0.389 10 (09A ) 7888 -(09A ) 7887 252 8 0.000 0.007 0.030 0.389 8 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (09A ) 7889 -(09A ) 7888 193 8 0.000 0.005 0.020 0.389 5 (09A ) 7890 -(09A ) 7889 144 8 0.000 0.003 0.012 0.389 3 (09A ) 7891 -(09A ) 7890 168 8 0.000 0.002 0.007 0.389 2 (09A ) 8198 -(09A ) 7857 100 8 0.000 0.002 0.008 0.389 2 (09A ) 8199 -(09A ) 8198 100 8 0.000 0.001 0.004 0.389 1 (09A ) 8203 -(09A ) 8207 56 8 0.000 0.004 0.017 0.389 4 (09A ) 8204 -(09A ) 8203 125 8 0.000 0.001 0.005 0.389 1 (09A ) 8205 -(09A ) 8203 26 8 0.000 0.002 0.010 0.389 2 (09A ) 8206 -(09A ) 8205 215 8 0.000 0.002 0.009 0.389 2 (09A ) 8207 -(09A ) 7837 50 8 0.000 0.005 0.019 0.389 5 Basin <= 8 in $96,773.00 Basin > 8 in $110,604.00 Total Basin Cost: $207,377.00 (09B ) 15016 -(09B ) 15017 20 8 0.015 0.022 0.037 0.389 10 (09B ) 15017 -(09B ) 7630 1 8 0.055 0.080 0.139 0.389 100 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (09B ) 15022 -(09B ) 7614 43 8 0.002 0.003 0.006 0.389 2 (09B ) 15023 -(09B ) 7598 43 8 0.001 0.001 0.003 0.389 1 (09B ) 15025 -(09B ) 7522 84 8 0.009 0.013 0.025 0.389 6 (09B ) 15058 -(09B ) 7675 61 8 0.001 0.002 0.005 0.389 1 (09B ) 15059 -(09B ) 7674 96 8 0.001 0.001 0.002 0.389 1 (09B ) 15060 -(09B ) 7547 98 8 0.001 0.002 0.004 0.389 1 (09B ) 15061 -(09B ) 15060 108 8 0.001 0.001 0.002 0.389 1 (09B ) 15063 -(09B ) 7046 76 8 0.021 0.031 0.053 0.389 14 (09B ) 7039 -(09A ) 7038 371 8 0.307 0.450 0.750 0.713 105 10 26,341 Page#: 8 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (09B ) 7040 -(09B ) 7039 315 8 0.304 0.446 0.745 0.710 105 10 22,365 (09B ) 7041 -(09B ) 7489 111 8 0.290 0.425 0.713 0.814 88 (09B ) 7042 -(09B ) 7041 205 8 0.289 0.424 0.712 0.676 105 10 14,555 (09B ) 7043 -(09B ) 7042 240 8 0.288 0.422 0.709 0.676 105 10 17,040 (09B ) 7044 -(09B ) 7043 216 8 0.286 0.420 0.706 0.605 117 10 15,336 (09B ) 7045 -(09B ) 7044 339 8 0.284 0.417 0.703 0.829 85 (09B ) 7046 -(09B ) 7045 315 8 0.282 0.414 0.698 0.855 82 (09B ) 7047 -(09B ) 7555 225 8 0.254 0.373 0.628 0.879 72 (09B ) 7048 -(09B ) 7047 138 8 0.239 0.350 0.591 0.907 65 (09B ) 7049 -(09B ) 7048 386 8 0.222 0.326 0.551 0.909 61 (09B ) 7050 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(09B ) 7049 173 8 0.219 0.322 0.545 0.811 67 (09B ) 7051 -(09B ) 7050 386 8 0.200 0.293 0.493 0.863 57 (09B ) 7052 -(09B ) 7569 216 8 0.107 0.157 0.257 0.901 28 (09B ) 7053 -(09B ) 7052 403 8 0.105 0.154 0.253 0.997 25 (09B ) 7054 -(09B ) 7053 390 8 0.088 0.129 0.216 1.003 22 (09B ) 7055 -(09B ) 7054 250 8 0.085 0.125 0.211 1.136 19 (09B ) 7056 -(09B ) 7055 250 8 0.083 0.122 0.207 1.243 17 (09B ) 7057 -(09B ) 7056 260 8 0.081 0.120 0.203 1.068 19 (09B ) 7058 -(09B ) 7057 225 8 0.069 0.101 0.171 1.298 13 (09B ) 7059 -(09B ) 7058 160 8 0.067 0.099 0.168 1.619 10 (09B ) 7060 -(09B ) 7059 408 8 0.066 0.097 0.166 1.555 11 (09B ) 7061 -(09B ) 7051 251 8 0.079 0.116 0.203 1.037 20 (09B ) 7062 -(09B ) 7061 215 8 0.077 0.113 0.199 1.247 16 (09B ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 7063 -(09B ) 7062 203 8 0.076 0.111 0.196 1.262 16 (09B ) 7064 -(09B ) 7604 100 8 0.054 0.079 0.140 1.175 12 (09B ) 7065 -(09B ) 7064 250 8 0.045 0.066 0.117 1.533 8 (09B ) 7066 -(09B ) 7589 32 8 0.036 0.053 0.095 1.852 5 (09B ) 7067 -(09B ) 7610 100 8 0.021 0.032 0.056 0.428 13 (09B ) 7068 -(09B ) 7067 270 8 0.017 0.025 0.042 0.389 11 (09B ) 7069 -(09B ) 7068 253 8 0.015 0.022 0.038 0.389 10 (09B ) 7070 -(09B ) 7069 253 8 0.013 0.019 0.034 0.389 9 (09B ) 7071 -(09B ) 7070 262 8 0.011 0.016 0.029 0.389 7 (09B ) 7479 -(09B ) 7489 180 8 0.010 0.015 0.025 0.389 6 (09B ) 7480 -(09B ) 7479 170 8 0.009 0.013 0.022 0.389 6 (09B ) 7481 -(09B ) 7480 175 8 0.008 0.011 0.020 0.389 5 (09B ) 7482 -(09B ) 7481 125 8 0.006 0.009 0.017 0.389 4 (09B ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 7483 -(09B ) 7482 190 8 0.006 0.008 0.015 0.389 4 (09B ) 7484 -(09B ) 7483 71 8 0.004 0.006 0.012 0.389 3 (09B ) 7485 -(09B ) 7484 50 8 0.000 0.001 0.001 0.389 0 (09B ) 7486 -(09B ) 7484 239 8 0.003 0.005 0.010 0.389 3 (09B ) 7487 -(09B ) 7486 100 8 0.002 0.002 0.005 0.389 1 (09B ) 7488 -(09B ) 7487 130 8 0.001 0.001 0.003 0.389 1 (09B ) 7489 -(09B ) 7040 47 8 0.301 0.441 0.738 0.670 110 10 3,619 (09B ) 7493 -(09B ) 7040 155 8 0.001 0.002 0.003 0.389 1 Page#: 9 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (09B ) 7494 -(09B ) 7495 334 8 0.008 0.012 0.022 0.389 6 (09B ) 7495 -(09B ) 7496 300 8 0.010 0.015 0.027 0.389 7 (09B ) 7496 -(09B ) 7497 266 8 0.019 0.028 0.049 0.389 13 (09B ) 7497 -(09B ) 7498 143 8 0.020 0.030 0.051 0.389 13 (09B ) 7498 -(09B ) 15063 76 8 0.021 0.031 0.052 0.389 13 (09B ) 7499 -(09B ) 7494 179 8 0.006 0.009 0.017 0.389 4 (09B ) 7500 -(09B ) 7499 206 8 0.002 0.003 0.007 0.389 2 (09B ) 7501 -(09B ) 7500 124 8 0.001 0.001 0.003 0.389 1 (09B ) 7502 -(09B ) 7503 88 8 0.001 0.001 0.002 0.389 0 (09B ) 7503 -(09B ) 7504 120 8 0.001 0.002 0.005 0.389 1 (09B ) 7504 -(09B ) 7499 125 8 0.002 0.003 0.007 0.389 2 (09B ) 7505 -(09B ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 7496 200 8 0.007 0.010 0.018 0.389 5 (09B ) 7506 -(09B ) 7505 256 8 0.006 0.008 0.015 0.389 4 (09B ) 7507 -(09B ) 7506 278 8 0.004 0.005 0.011 0.389 3 (09B ) 7508 -(09B ) 7507 102 8 0.002 0.003 0.005 0.389 1 (09B ) 7509 -(09B ) 7508 145 8 0.001 0.002 0.003 0.389 1 (09B ) 7510 -(09B ) 7048 50 8 0.015 0.023 0.038 0.389 10 (09B ) 7511 -(09B ) 7510 206 8 0.015 0.022 0.038 0.389 10 (09B ) 7512 -(09B ) 7511 220 8 0.014 0.020 0.035 0.389 9 (09B ) 7513 -(09B ) 7512 190 8 0.012 0.018 0.031 0.389 8 (09B ) 7514 -(09B ) 7513 382 8 0.004 0.006 0.012 0.389 3 (09B ) 7515 -(09B ) 7514 171 8 0.001 0.002 0.004 0.389 1 (09B ) 7516 -(09B ) 7513 154 8 0.007 0.010 0.018 0.389 5 (09B ) 7517 -(09B ) 7516 216 8 0.006 0.008 0.015 0.389 4 (09B ) 7518 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(09B ) 7517 105 8 0.004 0.006 0.011 0.389 3 (09B ) 7519 -(09B ) 7518 140 8 0.003 0.005 0.010 0.389 2 (09B ) 7520 -(09B ) 7519 130 8 0.002 0.004 0.007 0.389 2 (09B ) 7521 -(09B ) 7520 212 8 0.001 0.002 0.005 0.389 1 (09B ) 7522 -(09B ) 7050 94 8 0.010 0.014 0.026 0.389 7 (09B ) 7523 -(09B ) 15025 32 8 0.009 0.013 0.024 0.389 6 (09B ) 7524 -(09B ) 7523 134 8 0.006 0.008 0.015 0.389 4 (09B ) 7525 -(09B ) 7524 196 8 0.005 0.007 0.013 0.389 3 (09B ) 7526 -(09B ) 7525 229 8 0.003 0.005 0.010 0.389 3 (09B ) 7527 -(09B ) 7526 75 8 0.001 0.001 0.002 0.389 0 (09B ) 7528 -(09B ) 7526 168 8 0.001 0.002 0.004 0.389 1 (09B ) 7529 -(09B ) 7523 240 8 0.003 0.004 0.008 0.389 2 (09B ) 7530 -(09B ) 7529 137 8 0.001 0.001 0.003 0.389 1 (09B ) 7531 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(09B ) 7532 170 8 0.001 0.002 0.004 0.389 1 (09B ) 7532 -(09B ) 7533 147 8 0.002 0.003 0.007 0.389 2 (09B ) 7533 -(09B ) 7534 165 8 0.003 0.005 0.009 0.389 2 (09B ) 7534 -(09B ) 7536 100 8 0.005 0.007 0.013 0.389 3 (09B ) 7535 -(09B ) 7534 133 8 0.001 0.001 0.003 0.389 1 (09B ) 7536 -(09B ) 7047 186 8 0.013 0.020 0.034 0.389 9 (09B ) 7537 -(09B ) 7539 194 8 0.004 0.006 0.012 0.389 3 Page#: 10 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (09B ) 7538 -(09B ) 7543 263 8 0.002 0.003 0.006 0.389 1 (09B ) 7539 -(09B ) 7540 90 8 0.005 0.007 0.013 0.389 3 (09B ) 7540 -(09B ) 7541 124 8 0.006 0.008 0.015 0.389 4 (09B ) 7541 -(09B ) 7542 115 8 0.006 0.010 0.017 0.389 4 (09B ) 7542 -(09B ) 7536 84 8 0.007 0.010 0.019 0.389 5 (09B ) 7543 -(09B ) 7537 135 8 0.003 0.004 0.009 0.389 2 (09B ) 7544 -(09B ) 7545 74 8 0.001 0.001 0.002 0.389 0 (09B ) 7545 -(09B ) 7546 152 8 0.002 0.002 0.005 0.389 1 (09B ) 7546 -(09B ) 7547 248 8 0.003 0.005 0.010 0.389 3 (09B ) 7547 -(09B ) 7548 84 8 0.005 0.008 0.015 0.389 4 (09B ) 7548 -(09B ) 7549 135 8 0.006 0.009 0.017 0.389 4 (09B ) 7549 -(09B ) 7550 101 8 0.007 0.010 0.018 0.389 5 (09B ) 7550 -(09B ) 7551 195 8 0.008 0.012 0.022 0.389 6 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (09B ) 7551 -(09B ) 7050 60 8 0.009 0.013 0.023 0.389 6 (09B ) 7552 -(09B ) 7553 95 8 0.001 0.001 0.002 0.389 1 (09B ) 7553 -(09B ) 7554 272 8 0.003 0.004 0.008 0.389 2 (09B ) 7554 -(09B ) 7555 182 8 0.004 0.006 0.011 0.389 3 (09B ) 7555 -(09B ) 7046 90 8 0.258 0.379 0.640 0.890 72 (09B ) 7556 -(09B ) 7557 151 8 0.007 0.011 0.019 0.389 5 (09B ) 7557 -(09B ) 7063 19 8 0.074 0.109 0.193 0.389 50 (09B ) 7558 -(09B ) 7556 238 8 0.006 0.009 0.016 0.389 4 (09B ) 7559 -(09B ) 7558 211 8 0.004 0.007 0.012 0.389 3 (09B ) 7560 -(09B ) 7559 325 8 0.003 0.004 0.009 0.389 2 (09B ) 7561 -(09B ) 7560 91 8 0.001 0.001 0.002 0.389 1 (09B ) 7562 -(09B ) 7569 50 8 0.010 0.015 0.026 0.389 7 (09B ) 7563 -(09B ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 7562 260 8 0.010 0.014 0.025 0.389 6 (09B ) 7564 -(09B ) 7563 344 8 0.008 0.011 0.021 0.389 5 (09B ) 7565 -(09B ) 7564 194 8 0.005 0.008 0.013 0.389 3 (09B ) 7566 -(09B ) 7565 209 8 0.004 0.006 0.011 0.389 3 (09B ) 7567 -(09B ) 7566 115 8 0.002 0.004 0.007 0.389 2 (09B ) 7568 -(09B ) 7567 227 8 0.002 0.002 0.005 0.389 1 (09B ) 7569 -(09B ) 7051 157 8 0.118 0.173 0.284 0.840 34 (09B ) 7570 -(09B ) 7057 282 8 0.011 0.016 0.028 0.389 7 (09B ) 7571 -(09B ) 7572 66 8 0.000 0.001 0.001 0.389 0 (09B ) 7572 -(09B ) 7573 210 8 0.003 0.005 0.010 0.389 3 (09B ) 7573 -(09B ) 7570 218 8 0.009 0.013 0.024 0.389 6 (09B ) 7574 -(09B ) 7573 116 8 0.004 0.006 0.010 0.389 3 (09B ) 7575 -(09B ) 7574 185 8 0.003 0.005 0.008 0.389 2 (09B ) 7576 -(09B ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 7575 190 8 0.002 0.003 0.006 0.389 1 (09B ) 7577 -(09B ) 7576 74 8 0.001 0.001 0.002 0.389 0 (09B ) 7578 -(09B ) 7572 200 8 0.001 0.002 0.004 0.389 1 (09B ) 7579 -(09B ) 7580 227 8 0.002 0.002 0.005 0.389 1 (09B ) 7580 -(09B ) 7067 231 8 0.004 0.006 0.012 0.389 3 (09B ) 7581 -(09B ) 7580 112 8 0.001 0.001 0.002 0.389 1 Page#: 11 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (09B ) 7582 -(09B ) 7064 50 8 0.008 0.011 0.022 0.389 6 (09B ) 7583 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(09B ) 7582 96 8 0.007 0.011 0.021 0.389 5 (09B ) 7584 -(09B ) 7583 130 8 0.002 0.004 0.008 0.389 2 (09B ) 7585 -(09B ) 7584 225 8 0.002 0.002 0.005 0.389 1 (09B ) 7586 -(09B ) 7583 160 8 0.004 0.006 0.012 0.389 3 (09B ) 7587 -(09B ) 7586 214 8 0.003 0.005 0.010 0.389 2 (09B ) 7588 -(09B ) 7587 230 8 0.002 0.002 0.005 0.389 1 (09B ) 7589 -(09B ) 7065 127 8 0.043 0.064 0.113 1.921 6 (09B ) 7590 -(09B ) 7589 135 8 0.006 0.009 0.017 0.389 4 (09B ) 7591 -(09B ) 7590 166 8 0.005 0.007 0.015 0.389 4 (09B ) 7592 -(09B ) 7591 400 8 0.004 0.006 0.012 0.389 3 (09B ) 7593 -(09B ) 7592 153 8 0.001 0.002 0.003 0.389 1 (09B ) 7594 -(09B ) 7604 205 8 0.012 0.018 0.032 0.389 8 (09B ) 7595 -(09B ) 7594 200 8 0.011 0.016 0.029 0.389 7 (09B ) 7596 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(09B ) 7595 118 8 0.005 0.007 0.013 0.389 3 (09B ) 7597 -(09B ) 7596 316 8 0.004 0.005 0.011 0.389 3 (09B ) 7598 -(09B ) 7597 73 8 0.001 0.002 0.005 0.389 1 (09B ) 7599 -(09B ) 15023 96 8 0.001 0.001 0.002 0.389 1 (09B ) 7600 -(09B ) 7595 159 8 0.005 0.008 0.013 0.389 3 (09B ) 7601 -(09B ) 7600 281 8 0.004 0.006 0.010 0.389 3 (09B ) 7602 -(09B ) 7601 163 8 0.002 0.003 0.006 0.389 2 (09B ) 7603 -(09B ) 7602 118 8 0.001 0.001 0.003 0.389 1 (09B ) 7604 -(09B ) 7557 110 8 0.067 0.098 0.174 1.378 13 (09B ) 7605 -(09B ) 7610 100 8 0.013 0.019 0.035 0.389 9 (09B ) 7606 -(09B ) 7605 110 8 0.012 0.018 0.033 0.389 9 (09B ) 7607 -(09B ) 7606 62 8 0.003 0.005 0.010 0.389 3 (09B ) 7608 -(09B ) 7607 227 8 0.003 0.004 0.009 0.389 2 (09B ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 7609 -(09B ) 7608 200 8 0.001 0.002 0.004 0.389 1 (09B ) 7610 -(09B ) 7066 244 8 0.036 0.053 0.094 0.428 22 (09B ) 7611 -(09B ) 7606 159 8 0.008 0.012 0.021 0.389 5 (09B ) 7612 -(09B ) 7611 167 8 0.007 0.010 0.019 0.389 5 (09B ) 7613 -(09B ) 7612 173 8 0.006 0.008 0.015 0.389 4 (09B ) 7614 -(09B ) 7613 189 8 0.004 0.007 0.011 0.389 3 (09B ) 7615 -(09B ) 15022 107 8 0.002 0.002 0.005 0.389 1 (09B ) 7616 -(09B ) 7615 129 8 0.001 0.001 0.003 0.389 1 (09B ) 7617 -(09B ) 7614 164 8 0.001 0.002 0.004 0.389 1 (09B ) 7618 -(09B ) 7071 318 8 0.007 0.010 0.018 0.389 5 (09B ) 7619 -(09B ) 7618 302 8 0.004 0.006 0.011 0.389 3 (09B ) 7620 -(09B ) 7619 200 8 0.002 0.003 0.007 0.389 2 (09B ) 7621 -(09B ) 7620 113 8 0.001 0.001 0.002 0.389 1 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (09B ) 7622 -(09B ) 7071 243 8 0.003 0.004 0.008 0.389 2 (09B ) 7623 -(09B ) 7622 146 8 0.001 0.002 0.003 0.389 1 (09B ) 7624 -(09B ) 7625 115 8 0.001 0.001 0.003 0.389 1 (09B ) 7625 -(09B ) 7626 116 8 0.002 0.002 0.005 0.389 1 (09B ) 7626 -(09B ) 7627 216 8 0.003 0.005 0.010 0.389 3 Page#: 12 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (09B ) 7627 -(09B ) 7060 332 8 0.063 0.093 0.159 2.273 7 (09B ) 7628 -(09B ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 7627 128 8 0.057 0.085 0.145 1.890 8 (09B ) 7629 -(09B ) 7628 128 8 0.001 0.001 0.003 0.389 1 (09B ) 7630 -(09B ) 7628 131 8 0.056 0.082 0.141 1.773 8 (09B ) 7631 -(09B ) 7632 143 8 0.001 0.001 0.003 0.389 1 (09B ) 7632 -(09B ) 7633 121 8 0.002 0.003 0.006 0.389 1 (09B ) 7633 -(09B ) 7634 222 8 0.003 0.005 0.009 0.389 2 (09B ) 7634 -(09B ) 7635 137 8 0.004 0.006 0.011 0.389 3 (09B ) 7635 -(09B ) 7636 106 8 0.007 0.010 0.019 0.389 5 (09B ) 7636 -(09B ) 7640 157 8 0.009 0.013 0.024 0.389 6 (09B ) 7637 -(09B ) 7635 114 8 0.002 0.003 0.006 0.389 2 (09B ) 7638 -(09B ) 7637 40 8 0.001 0.002 0.004 0.389 1 (09B ) 7639 -(09B ) 7638 125 8 0.001 0.001 0.003 0.389 1 (09B ) 7640 -(09B ) 7641 222 8 0.011 0.016 0.028 0.389 7 (09B ) 7641 -(09B ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 7642 71 8 0.017 0.026 0.047 0.389 12 (09B ) 7642 -(09B ) 7643 159 8 0.018 0.027 0.050 0.389 13 (09B ) 7643 -(09B ) 7644 179 8 0.020 0.029 0.053 0.389 14 (09B ) 7644 -(09B ) 15017 91 8 0.040 0.059 0.102 0.389 26 (09B ) 7645 -(09B ) 7641 160 8 0.006 0.009 0.017 0.389 4 (09B ) 7646 -(09B ) 7645 150 8 0.005 0.008 0.013 0.389 3 (09B ) 7647 -(09B ) 7646 97 8 0.001 0.001 0.002 0.389 1 (09B ) 7648 -(09B ) 7646 164 8 0.003 0.005 0.009 0.389 2 (09B ) 7649 -(09B ) 7648 320 8 0.002 0.003 0.007 0.389 2 (09B ) 7650 -(09B ) 15016 190 8 0.015 0.022 0.037 0.389 9 (09B ) 7651 -(09B ) 7650 260 8 0.013 0.020 0.033 0.389 8 (09B ) 7652 -(09B ) 7651 206 8 0.011 0.016 0.026 0.389 7 (09B ) 7653 -(09B ) 7652 287 8 0.009 0.014 0.023 0.389 6 (09B ) 7654 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(09B ) 7653 167 8 0.007 0.011 0.019 0.389 5 (09B ) 7655 -(09B ) 7651 113 8 0.001 0.001 0.002 0.389 1 (09B ) 7656 -(09B ) 7654 207 8 0.006 0.009 0.015 0.389 4 (09B ) 7657 -(09B ) 7656 233 8 0.004 0.007 0.012 0.389 3 (09B ) 7658 -(09B ) 7657 226 8 0.003 0.004 0.009 0.389 2 (09B ) 7659 -(09B ) 7658 178 8 0.001 0.002 0.004 0.389 1 (09B ) 7660 -(09B ) 7666 77 8 0.011 0.017 0.029 0.389 8 (09B ) 7661 -(09B ) 7660 124 8 0.009 0.013 0.024 0.389 6 (09B ) 7662 -(09B ) 7661 112 8 0.008 0.012 0.022 0.389 6 (09B ) 7663 -(09B ) 7662 228 8 0.006 0.009 0.018 0.389 5 (09B ) 7664 -(09B ) 7663 183 8 0.003 0.004 0.008 0.389 2 (09B ) 7665 -(09B ) 7664 202 8 0.001 0.002 0.004 0.389 1 (09B ) 7666 -(09B ) 7644 98 8 0.018 0.027 0.047 0.389 12 (09B ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 7667 -(09B ) 7666 129 8 0.006 0.009 0.016 0.389 4 (09B ) 7668 -(09B ) 7667 250 8 0.005 0.008 0.013 0.389 3 (09B ) 7669 -(09B ) 7668 132 8 0.003 0.005 0.009 0.389 2 (09B ) 7670 -(09B ) 7669 144 8 0.002 0.004 0.007 0.389 2 Page#: 13 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (09B ) 7671 -(09B ) 7670 200 8 0.001 0.002 0.004 0.389 1 (09B ) 7672 -(09B ) 7636 41 8 0.001 0.001 0.003 0.389 1 (09B ) 7673 -(09B ) 7672 79 8 0.001 0.001 0.002 0.389 0 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (09B ) 7674 -(09B ) 15058 51 8 0.001 0.002 0.003 0.389 1 (09B ) 7675 -(09B ) 7663 86 8 0.002 0.003 0.006 0.389 2 (09B ) 7676 -(09B ) 7662 154 8 0.001 0.002 0.003 0.389 1 (09B ) 7677 -(09B ) 7660 104 8 0.002 0.002 0.005 0.389 1 (09B ) 7678 -(09B ) 7677 119 8 0.001 0.001 0.003 0.389 1 (09B ) 7679 -(09B ) 7644 100 8 0.001 0.002 0.004 0.389 1 (09B ) 7680 -(09B ) 7679 100 8 0.001 0.001 0.002 0.389 1 (09B ) 7681 -(09B ) 7053 224 8 0.015 0.021 0.037 0.389 10 (09B ) 7682 -(09B ) 7681 181 8 0.010 0.014 0.025 0.389 6 (09B ) 7683 -(09B ) 7681 155 8 0.003 0.005 0.009 0.389 2 (09B ) 7684 -(09B ) 7683 172 8 0.002 0.003 0.007 0.389 2 (09B ) 7685 -(09B ) 7684 136 8 0.001 0.001 0.003 0.389 1 (09B ) 7686 -(09 B ) 7682 174 8 0.008 0.012 0.022 0.389 6 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (09B ) 7687 -(09B ) 7686 174 8 0.007 0.011 0.019 0.389 5 (09B ) 7688 -(09B ) 7687 154 8 0.006 0.009 0.016 0.389 4 (09B ) 7689 -(09B ) 7688 40 8 0.005 0.007 0.012 0.389 3 (09B ) 7690 -(09B ) 7689 73 8 0.005 0.007 0.012 0.389 3 (09B ) 7691 -(09B ) 7690 56 8 0.000 0.001 0.001 0.389 0 (09B ) 7692 -(09B ) 7690 70 8 0.004 0.005 0.010 0.389 3 (09B ) 7693 -(09B ) 7692 125 8 0.003 0.005 0.009 0.389 2 (09B ) 7694 -(09B ) 7693 180 8 0.002 0.003 0.007 0.389 2 (09B ) 7695 -(09B ) 7694 143 8 0.001 0.001 0.003 0.389 1 Basin <= 8 in $99,256.00 Basin > 8 in $0.00 Total Basin Cost: $99,256.00 (10A ) 15018 -(10A ) 7129 47 15 0.511 0.964 2.403 2.562 94 (10A ) 15019 -(10A ) 8104 50 8 0.000 0.000 0.001 0.389 0 (10A ) 15050 -(10A ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 7130 152 15 0.000 0.001 0.002 2.930 0 (10A ) 15051 -(10A ) 15052 211 18 0.586 1.094 2.620 3.209 82 (10A ) 15052 -(10A ) 15053 85 15 0.586 1.094 2.620 1.960 134 10 6,545 (10A ) 15053 -(10A ) 7121 240 15 0.587 1.096 2.623 2.751 95 (10A ) 15054 -(10A ) 8087 87 8 0.000 0.001 0.001 0.389 0 (10A ) 15055 -(10A ) 8184 67 8 0.000 0.006 0.011 0.389 3 (10A ) 15056 -(10A ) 8187 55 8 0.000 0.000 0.001 0.389 0 (10A ) 15078 -(10A ) 15051 115 8 0.000 0.001 0.001 0.369 0 (10A ) 15079 -(10A ) 15051 353 15 0.000 0.002 0.004 6.673 0 (10A ) 7090 -(10A ) 7119 493 24 0.630 1.205 2.798 8.341 34 (10A ) 7091 -(10A ) 7090 327 10 0.017 0.103 0.200 1.286 16 (10A ) 7092 -(10A ) 7091 365 10 0.016 0.101 0.198 1.397 14 (10A ) 7093 -(10A ) 7092 392 10 0.016 0.099 0.194 1.502 13 (10A ) 7094 -(10A ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 7093 235 10 0.015 0.097 0.189 1.401 14 Page#: 14 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (10A ) 7095 -(10A ) 7094 232 10 0.014 0.095 0.187 0.989 19 (10A ) 7096 -(10A ) 7095 258 10 0.014 0.094 0.184 1.018 18 (10A ) 7097 -(10A ) 7096 252 10 0.014 0.093 0.181 1.231 15 (10A ) 7098 -(10A ) 7097 288 10 0.013 0.091 0.178 1.726 10 (10A ) 7099 -(10A ) 7098 284 10 0.012 0.089 0.175 1.505 12 (10A ) 7100 -(10A ) 7099 215 10 0.012 0.088 0.173 1.676 10 (10A ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 7101 -(10A ) 7100 251 8 0.012 0.087 0.171 0.389 44 (10A ) 7102 -(10A ) 7101 257 8 0.011 0.085 0.168 0.389 43 (10A ) 7103 -(10A ) 7102 175 8 0.011 0.084 0.165 0.389 43 (10A ) 7104 -(10A ) 7103 219 8 0.010 0.083 0.163 0.389 42 (10A ) 7105 -(10A ) 7104 212 8 0.010 0.081 0.161 0.389 41 (10A ) 7106 -(10A ) 7105 319 8 0.005 0.047 0.093 0.389 24 (10A ) 7108 -(11 ) 7107 384 21 0.686 1.288 2.945 4.522 65 (10A ) 7109 -(10A ) 7108 431 21 0.684 1.286 2.941 6.462 46 (10A ) 7110 -(10A ) 7109 425 21 0.683 1.283 2.937 4.865 60 (10A ) 7111 -(10A ) 7110 405 21 0.681 1.281 2.932 5.321 55 (10A ) 7112 -(10A ) 7111 358 21 0.680 1.278 2.928 6.742 43 (10A ) 7113 -(10A ) 7112 253 24 0.679 1.276 2.925 4.771 61 (10A ) 7114 -(10A ) 7113 305 24 0.657 1.245 2.870 9.165 31 (10A ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 7115 -(10A ) 7114 373 24 0.656 1.243 2.866 9.200 31 (10A ) 7116 -(10A ) 7115 405 24 0.655 1.241 2.863 9.130 31 (10A ) 7117 -(10A ) 9521 218 18 0.650 1.235 2.851 3.860 74 (10A ) 7118 -(10A ) 7117 211 24 0.648 1.232 2.845 10.160 28 (10A ) 7119 -(10A ) 9523 126 24 0.630 1.206 2.799 11.721 24 (10A ) 7120 -(10A ) 7090 350 18 0.589 1.099 2.629 3.718 71 (10A ) 7121 -(10A ) 7120 298 24 0.588 1.097 2.626 8.028 33 (10A ) 7122 -(10A ) 15051 265 15 0.584 1.090 2.613 1.504 174 15 25,970 (10A ) 7123 -(10A ) 7122 118 15 0.583 1.088 2.610 4.006 65 (10A ) 7124 -(10A ) 7123 360 15 0.582 1.086 2.607 3.624 72 (10A ) 7125 -(10A ) 7124 280 15 0.580 1.085 2.603 2.160 121 10 21,560 (10A ) 7126 -(10A ) 7125 263 15 0.579 1.083 2.600 2.172 120 10 18,673 (10A ) 7127 -(10A ) 7126 354 15 0.578 1.082 2.597 2.796 93 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (10A ) 7128 -(10A ) 7127 307 12 0.000 0.003 0.005 1.680 0 (10A ) 7129 -(10A ) 7246 205 15 0.512 0.965 2.405 5.439 44 (10A ) 7130 -(10A ) 15018 241 15 0.511 0.964 2.403 3.325 72 (10A ) 7131 -(10A ) 7130 239 15 0.509 0.961 2.399 2.805 86 (10A ) 7132 -(10A ) 7131 367 15 0.507 0.960 2.396 3.315 72 (10A ) 7133 -(10A ) 7132 330 15 0.505 0.958 2.392 2.814 85 (10A ) 7134 -(10A ) 7133 337 15 0.504 0.956 2.389 3.018 79 (10A ) 7135 -(10A ) 7134 328 15 0.492 0.943 2.366 3.632 65 (10A ) 7136 -(10A ) 7135 323 15 0.490 0.941 2.362 2.800 84 (10A ) 7137 -(10A ) 7136 290 15 0.488 0.940 2.359 2.800 84 (10A ) 7138 -(10A ) 7137 290 15 0.487 0.938 2.356 3.608 65 (10A ) 7139 -(10A ) 7138 222 15 0.477 0.925 2.334 2.275 103 10 17,094 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] Page#: 15 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (10A ) 7140 -(10A ) 7139 213 12 0.476 0.924 2.332 1.266 184 12 18,957 (10A ) 7141 -(10A ) 7140 269 15 0.474 0.923 2.329 4.429 53 (10A ) 7142 -(10A ) 8265 250 12 0.463 0.907 2.304 1.358 170 12 20,500 (10A ) 7143 -(10A ) 8341 175 12 0.451 0.892 2.279 1.712 133 10 12,425 (10A ) 7147 -(10A ) 7113 302 8 0.003 0.025 0.049 0.577 8 (10A ) 7160 -(10A ) 7246 313 8 0.018 0.110 0.216 0.953 23 (10A ) 7161 -(10A ) 7160 248 8 0.017 0.108 0.212 0.628 34 (10A ) 7162 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(10A ) 7161 221 8 0.017 0.107 0.209 0.699 30 (10A ) 7163 -(10A ) 7162 257 8 0.016 0.105 0.207 0.597 35 (10A ) 7164 -(10A ) 8217 85 8 0.010 0.077 0.150 0.672 22 (10A ) 7165 -(10A ) 8318 265 8 0.010 0.075 0.148 0.037 399 15 23,055 (10A ) 7166 -(10A ) 8303 290 8 0.008 0.062 0.122 0.795 15 (10A ) 7167 -(10A ) 7166 106 8 0.007 0.060 0.119 0.769 15 (10A ) 7168 -(10A ) 7251 64 8 0.004 0.031 0.060 0.493 12 (10A ) 7169 -(10A ) 7168 359 8 0.001 0.012 0.024 0.389 6 (10A ) 7170 -(10A ) 7169 343 8 0.001 0.010 0.020 0.389 5 (10A ) 7171 -(10A ) 7170 275 8 0.001 0.008 0.016 0.389 4 (10A ) 7172 -(10A ) 7171 176 8 0.001 0.006 0.013 0.389 3 (10A ) 7173 -(10A ) 7172 251 8 0.000 0.005 0.011 0.389 3 (10A ) 7174 -(10A ) 9488 72 8 0.000 0.003 0.007 0.389 2 (10A ) 7175 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(10A ) 7174 125 8 0.000 0.003 0.006 0.389 2 (10A ) 7176 -(10A ) 7175 173 8 0.000 0.002 0.004 0.389 1 (10A ) 7177 -(10A ) 7176 72 8 0.000 0.001 0.003 0.389 1 (10A ) 7178 -(10A ) 7177 141 8 0.000 0.001 0.002 0.389 0 (10A ) 7246 -(10A ) 7127 386 15 0.575 1.077 2.589 2.994 86 (10A ) 7249 -(10A ) 7167 117 8 0.005 0.033 0.066 0.480 14 (10A ) 7250 -(10A ) 7249 108 8 0.004 0.033 0.064 1.449 4 (10A ) 7251 -(10A ) 7250 238 8 0.004 0.032 0.063 0.519 12 (10A ) 7252 -(10A ) 7168 276 8 0.002 0.018 0.036 0.389 9 (10A ) 8081 -(10A ) 7147 124 8 0.002 0.021 0.042 0.389 11 (10A ) 8082 -(10A ) 8081 238 8 0.002 0.021 0.041 0.389 10 (10A ) 8083 -(10A ) 7147 125 8 0.000 0.002 0.004 0.389 1 (10A ) 8084 -(10A ) 8083 43 6 0.000 0.001 0.002 0.222 1 (10A ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 8085 -(10A ) 8084 82 8 0.000 0.001 0.002 0.389 0 (10A ) 8086 -(10A ) 8085 82 8 0.000 0.000 0.001 0.389 0 (10A ) 8087 -(10A ) 8088 236 8 0.000 0.002 0.004 0.389 1 (10A ) 8088 -(10A ) 8094 246 8 0.001 0.011 0.021 0.389 5 (10A ) 8089 -(10A ) 8088 50 8 0.001 0.007 0.015 0.389 4 (10A ) 8090 -(10A ) 8089 299 8 0.001 0.007 0.014 0.389 4 (10A ) 8091 -(10A ) 8090 100 8 0.001 0.005 0.011 0.389 3 (10A ) 8092 -(10A ) 8091 83 8 0.000 0.005 0.010 0.389 2 (10A ) 8093 -(10A ) 8092 383 8 0.000 0.004 0.009 0.389 2 (10A ) 8094 -(10A ) 8095 49 8 0.001 0.011 0.022 0.389 6 (10A ) 8095 -(10A ) 8097 239 8 0.001 0.012 0.024 0.389 6 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] Page#: 16 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (10A ) 8096 -(10A ) 8097 379 8 0.000 0.005 0.010 0.389 3 (10A ) 8097 -(10A ) 7118 171 8 0.002 0.018 0.037 0.389 9 (10A ) 8098 -(10A ) 8093 230 8 0.000 0.002 0.004 0.389 1 (10A ) 8099 -(10A ) 8098 130 8 0.000 0.001 0.002 0.389 0 (10A ) 8100 -(10A ) 8082 216 8 0.002 0.019 0.038 0.389 10 (10A ) 8101 -(10A ) 8100 183 8 0.001 0.009 0.018 0.389 5 (10A ) 8102 -(10A ) 8101 187 8 0.000 0.005 0.010 0.389 3 (10A ) 8103 -(10A ) 8102 323 8 0.000 0.004 0.008 0.389 2 (10A ) 8104 -(10A ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 8103 297 8 0.000 0.002 0.004 0.389 1 (10A ) 8105 -(10A ) 8100 371 8 0.001 0.009 0.018 0.389 5 (10A ) 8106 -(10A ) 8105 348 8 0.001 0.007 0.013 0.389 3 (10A ) 8107 -(10A ) 8106 139 8 0.000 0.005 0.009 0.389 2 (10A ) 8108 -(10A ) 8107 133 8 0.000 0.004 0.008 0.389 2 (10A ) 8109 -(10A ) 8108 363 8 0.000 0.003 0.006 0.389 2 (10A ) 8110 -(10A ) 8109 89 8 0.000 0.001 0.002 0.389 0 (10A ) 8111 -(10A ) 8110 70 8 0.000 0.000 0.001 0.389 0 (10A ) 8112 -(10A ) 8113 340 8 0.000 0.002 0.004 0.389 1 (10A ) 8113 -(10A ) 8101 203 8 0.000 0.003 0.006 0.389 2 (10A ) 8114 -(10A ) 9523 400 8 0.000 0.005 0.011 0.389 3 (10A ) 8115 -(10A ) 8114 247 8 0.000 0.003 0.006 0.389 2 (10A ) 8116 -(10A ) 8115 288 8 0.000 0.002 0.003 0.389 1 (10A ) 8117 -(10A ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 8096 168 8 0.000 0.003 0.006 0.389 2 (10A ) 8118 -(10A ) 8117 100 8 0.000 0.002 0.004 0.389 1 (10A ) 8119 -(10A ) 8118 196 8 0.000 0.001 0.003 0.389 1 (10A ) 8120 -(10A ) 8119 41 8 0.000 0.000 0.000 0.389 0 (10A ) 8121 -(10A ) 7105 209 8 0.004 0.033 0.065 0.389 17 (10A ) 8122 -(10A ) 8121 210 8 0.004 0.032 0.063 0.389 16 (10A ) 8123 -(10A ) 8122 209 8 0.003 0.031 0.060 0.389 16 (10A ) 8124 -(10A ) 8123 310 8 0.003 0.029 0.058 0.389 15 (10A ) 8125 -(10A ) 8124 196 8 0.003 0.028 0.055 0.389 14 (10A ) 8126 -(10A ) 8125 181 8 0.003 0.027 0.052 0.389 14 (10A ) 8127 -(10A ) 7106 130 8 0.005 0.045 0.089 0.389 23 (10A ) 8128 -(10A ) 8127 262 8 0.005 0.044 0.088 0.389 23 (10A ) 8129 -(10A ) 8128 281 8 0.004 0.037 0.072 0.389 19 (10A ) 8130 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(10A ) 8129 242 8 0.003 0.035 0.069 0.389 18 (10A ) 8131 -(10A ) 8130 153 8 0.001 0.010 0.019 0.389 5 (10A ) 8132 -(10A ) 8131 151 8 0.000 0.005 0.010 0.389 3 (10A ) 8133 -(10A ) 8132 83 8 0.000 0.004 0.008 0.389 2 (10A ) 8134 -(10A ) 8133 150 8 0.000 0.004 0.007 0.389 2 (10A ) 8135 -(10A ) 8134 181 8 0.000 0.003 0.006 0.389 1 (10A ) 8136 -(10A ) 8135 234 8 0.000 0.002 0.004 0.389 1 (10A ) 8137 -(10A ) 8136 75 8 0.000 0.000 0.001 0.389 0 (10A ) 8138 -(10A ) 8130 147 8 0.002 0.024 0.048 0.389 12 (10A ) 8139 -(10A ) 8138 207 8 0.001 0.008 0.017 0.389 4 Page#: 17 Jefferson City, Phase 1 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (10A ) 8140 -(10A ) 8139 100 8 0.001 0.007 0.014 0.389 4 (10A ) 8141 -(10A ) 8140 101 8 0.001 0.007 0.013 0.389 3 (10A ) 8142 -(10A ) 8141 201 8 0.001 0.006 0.012 0.389 3 (10A ) 8143 -(10A ) 8142 137 8 0.000 0.005 0.010 0.389 3 (10A ) 8144 -(10A ) 8143 82 8 0.000 0.004 0.008 0.389 2 (10A ) 8145 -(10A ) 8144 91 8 0.000 0.004 0.007 0.389 2 (10A ) 8146 -(10A ) 8145 146 8 0.000 0.003 0.006 0.389 2 (10A ) 8147 -(10A ) 8146 301 8 0.000 0.002 0.004 0.389 1 (10A ) 8148 -(10A ) 8146 104 8 0.000 0.001 0.001 0.389 0 (10A ) 8149 -(10A ) 8126 75 8 0.003 0.024 0.048 0.389 12 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (10A ) 8150 -(10A ) 8149 400 8 0.001 0.014 0.028 0.389 7 (10A ) 8151 -(10A ) 8150 295 8 0.001 0.012 0.024 0.389 6 (10A ) 8152 -(10A ) 8151 185 8 0.001 0.010 0.020 0.389 5 (10A ) 8153 -(10A ) 8152 260 8 0.000 0.004 0.008 0.389 2 (10A ) 8154 -(10A ) 8153 135 8 0.000 0.002 0.005 0.389 1 (10A ) 8155 -(10A ) 8154 125 8 0.000 0.002 0.003 0.389 1 (10A ) 8156 -(10A ) 8152 200 8 0.000 0.005 0.011 0.389 3 (10A ) 8157 -(10A ) 8156 140 8 0.000 0.004 0.008 0.389 2 (10A ) 8158 -(10A ) 8149 175 8 0.001 0.009 0.018 0.389 5 (10A ) 8159 -(10A ) 8158 185 8 0.000 0.004 0.008 0.389 2 (10A ) 8160 -(10A ) 8159 165 8 0.000 0.003 0.006 0.389 1 (10A ) 8161 -(10A ) 8160 175 8 0.000 0.002 0.004 0.389 1 (10A ) 8162 -(10A ) 8161 150 8 0.000 0.001 0.002 0.389 0 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (10A ) 8163 -(10A ) 8158 110 8 0.000 0.003 0.006 0.389 1 (10A ) 8164 -(10A ) 8163 255 8 0.000 0.002 0.005 0.389 1 (10A ) 8165 -(10A ) 8164 130 8 0.000 0.001 0.002 0.389 0 (10A ) 8166 -(10A ) 8158 125 8 0.000 0.001 0.003 0.389 1 (10A ) 8167 -(10A ) 8166 130 8 0.000 0.001 0.002 0.389 0 (10A ) 8168 -(10A ) 8126 255 8 0.000 0.001 0.003 0.389 1 (10A ) 8169 -(10A ) 8128 100 8 0.000 0.005 0.009 0.389 2 (10A ) 8170 -(10A ) 8213 100 8 0.000 0.003 0.006 0.389 1 (10A ) 8171 -(10A ) 8170 100 8 0.000 0.002 0.005 0.389 1 (10A ) 8172 -(10A ) 8171 100 8 0.000 0.002 0.003 0.389 1 (10A ) 8173 -(10A ) 8172 100 8 0.000 0.001 0.002 0.389 1 (10A ) 8174 -(10A ) 8173 100 8 0.000 0.001 0.001 0.389 0 (10A ) 8175 -(10A ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 8128 90 8 0.000 0.002 0.004 0.389 1 (10A ) 8176 -(10A ) 8175 110 8 0.000 0.001 0.003 0.389 1 (10A ) 8177 -(10A ) 8176 107 8 0.000 0.001 0.001 0.389 0 (10A ) 8178 -(10A ) 8131 197 8 0.000 0.002 0.005 0.389 1 (10A ) 8179 -(10A ) 8211 122 8 0.000 0.001 0.001 0.389 0 (10A ) 8180 -(10A ) 8181 87 8 0.000 0.001 0.001 0.389 0 (10A ) 8181 -(10A ) 8131 136 8 0.000 0.001 0.003 0.389 1 (10A ) 8182 -(10A ) 8138 150 8 0.001 0.015 0.029 0.389 7 (10A ) 8183 -(10A ) 8215 100 8 0.000 0.001 0.002 0.389 1 Page#: 18 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (10A ) 8184 -(10A ) 8182 140 8 0.001 0.012 0.024 0.389 6 (10A ) 8185 -(10A ) 15055 67 8 0.000 0.005 0.010 0.389 3 (10A ) 8186 -(10A ) 8185 119 8 0.000 0.005 0.010 0.389 2 (10A ) 8187 -(10A ) 8186 131 8 0.000 0.002 0.004 0.389 1 (10A ) 8188 -(10A ) 8187 115 8 0.000 0.001 0.001 0.389 0 (10A ) 8189 -(10A ) 8186 235 8 0.000 0.001 0.003 0.389 1 (10A ) 8190 -(10A ) 8186 105 8 0.000 0.001 0.002 0.389 1 (10A ) 8191 -(10A ) 8190 75 8 0.000 0.000 0.001 0.389 0 (10A ) 8192 -(10A ) 8193 95 8 0.000 0.001 0.003 0.389 1 (10A ) 8193 -(10A ) 8194 210 8 0.000 0.003 0.005 0.389 1 (10A ) 8194 -(10A ) 8184 190 8 0.000 0.004 0.007 0.389 2 (10A ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 8195 -(10A ) 8184 215 8 0.000 0.002 0.004 0.389 1 (10A ) 8196 -(10A ) 8195 110 8 0.000 0.001 0.001 0.389 0 (10A ) 8197 -(10A ) 8192 140 8 0.000 0.001 0.002 0.389 0 (10A ) 8200 -(10A ) 8157 84 8 0.000 0.003 0.007 0.389 2 (10A ) 8201 -(10A ) 8200 125 8 0.000 0.002 0.004 0.389 1 (10A ) 8202 -(10A ) 8201 192 8 0.000 0.001 0.002 0.389 1 (10A ) 8208 -(10A ) 8155 81 8 0.000 0.000 0.001 0.389 0 (10A ) 8209 -(10A ) 8155 84 8 0.000 0.000 0.001 0.389 0 (10A ) 8210 -(10A ) 8200 177 8 0.000 0.001 0.002 0.389 1 (10A ) 8211 -(10A ) 8178 92 8 0.000 0.001 0.003 0.389 1 (10A ) 8212 -(10A ) 8169 100 8 0.000 0.004 0.008 0.389 2 (10A ) 8213 -(10A ) 8212 100 8 0.000 0.003 0.007 0.389 2 (10A ) 8214 -(10A ) 8183 100 8 0.000 0.001 0.001 0.389 0 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (10A ) 8215 -(10A ) 8182 100 8 0.000 0.002 0.003 0.389 1 (10A ) 8216 -(10A ) 7123 206 8 0.000 0.001 0.002 0.389 1 (10A ) 8217 -(10A ) 7163 232 8 0.015 0.100 0.197 1.009 20 (10A ) 8218 -(10A ) 8219 165 8 0.004 0.022 0.044 0.389 11 (10A ) 8219 -(10A ) 8217 35 8 0.004 0.023 0.044 0.389 11 (10A ) 8220 -(10A ) 8218 150 8 0.003 0.021 0.042 0.389 11 (10A ) 8221 -(10A ) 8294 46 8 0.003 0.019 0.037 0.389 9 (10A ) 8222 -(10A ) 8221 233 8 0.003 0.019 0.036 0.389 9 (10A ) 8223 -(10A ) 8222 294 8 0.002 0.017 0.034 0.389 9 (10A ) 8224 -(10A ) 8223 152 8 0.002 0.016 0.031 0.389 8 (10A ) 8225 -(10A ) 8224 155 8 0.002 0.015 0.029 0.389 7 (10A ) 8226 -(10A ) 8225 327 8 0.002 0.014 0.027 0.389 7 (10A ) 8227 -(10A ) 8226 200 8 0.001 0.012 0.023 0.389 6 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (10A ) 8228 -(10A ) 8227 61 8 0.001 0.011 0.021 0.389 5 (10A ) 8229 -(10A ) 8228 111 8 0.001 0.010 0.021 0.389 5 (10A ) 8230 -(10A ) 8229 281 8 0.001 0.008 0.015 0.389 4 (10A ) 8231 -(10A ) 8230 301 8 0.000 0.006 0.012 0.389 3 (10A ) 8232 -(10A ) 8231 183 8 0.000 0.004 0.009 0.389 2 (10A ) 8233 -(10A ) 8232 212 8 0.000 0.003 0.007 0.389 2 (10A ) 8234 -(10A ) 8233 168 8 0.000 0.002 0.004 0.389 1 Page#: 19 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (10A ) 8235 -(10A ) 8234 203 8 0.000 0.001 0.002 0.389 1 (10A ) 8236 -(10A ) 8229 200 8 0.000 0.002 0.004 0.389 1 (10A ) 8237 -(10A ) 8236 132 8 0.000 0.001 0.002 0.389 0 (10A ) 8238 -(10A ) 7167 128 8 0.003 0.027 0.052 0.021 245 10 7,808 (10A ) 8239 -(10A ) 8238 152 8 0.003 0.026 0.051 0.787 6 (10A ) 8240 -(10A ) 8239 294 8 0.002 0.021 0.041 0.697 6 (10A ) 8241 -(10A ) 8240 195 8 0.002 0.017 0.033 0.389 8 (10A ) 8242 -(10A ) 8241 127 8 0.002 0.013 0.026 0.389 7 (10A ) 8243 -(10A ) 8242 140 8 0.002 0.012 0.024 0.389 6 (10A ) 8244 -(10A ) 8243 105 8 0.001 0.012 0.023 0.389 6 (10A ) 8245 -(10A ) 8244 76 8 0.001 0.010 0.019 0.389 5 (10A ) 8246 -(10A ) 8245 185 8 0.001 0.009 0.019 0.389 5 (10A ) 8247 -(10A ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 8246 116 8 0.000 0.001 0.001 0.389 0 (10A ) 8248 -(10A ) 8246 173 8 0.001 0.008 0.015 0.389 4 (10A ) 8249 -(10A ) 8248 132 8 0.001 0.007 0.013 0.389 3 (10A ) 8250 -(10A ) 8249 183 8 0.001 0.006 0.012 0.389 3 (10A ) 8251 -(10A ) 8250 228 8 0.000 0.005 0.010 0.389 2 (10A ) 8252 -(10A ) 8251 265 8 0.000 0.003 0.007 0.389 2 (10A ) 8253 -(10A ) 8254 300 8 0.001 0.012 0.023 0.389 6 (10A ) 8254 -(10A ) 8265 200 8 0.001 0.013 0.025 0.389 7 (10A ) 8255 -(10A ) 8254 35 8 0.000 0.000 0.000 0.389 0 (10A ) 8256 -(10A ) 8253 344 8 0.001 0.010 0.019 0.389 5 (10A ) 8257 -(10A ) 8256 199 8 0.001 0.008 0.015 0.389 4 (10A ) 8258 -(10A ) 8257 222 8 0.000 0.003 0.005 0.389 1 (10A ) 8259 -(10A ) 8258 215 8 0.000 0.001 0.003 0.389 1 (10A ) 8260 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(10A ) 8261 186 8 0.000 0.001 0.002 0.389 1 (10A ) 8261 -(10A ) 8262 103 8 0.000 0.002 0.003 0.389 1 (10A ) 8262 -(10A ) 8263 249 8 0.000 0.003 0.006 0.389 2 (10A ) 8263 -(10A ) 8264 181 8 0.000 0.004 0.008 0.389 2 (10A ) 8264 -(10A ) 7138 130 15 0.001 0.011 0.022 1.400 2 (10A ) 8265 -(10A ) 7141 172 12 0.473 0.921 2.327 1.376 169 12 15,308 (10A ) 8266 -(10A ) 8264 121 8 0.001 0.006 0.012 0.389 3 (10A ) 8267 -(10A ) 8266 306 8 0.000 0.006 0.011 0.389 3 (10A ) 8268 -(10A ) 8267 195 8 0.000 0.004 0.008 0.389 2 (10A ) 8269 -(10A ) 8268 110 8 0.000 0.001 0.001 0.389 0 (10A ) 8270 -(10A ) 8268 153 8 0.000 0.002 0.004 0.389 1 (10A ) 8271 -(10A ) 8270 200 8 0.000 0.001 0.002 0.389 1 (10A ) 8272 -(10A ) 8244 191 8 0.000 0.001 0.002 0.389 1 (10A ) 8273 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(10A ) 8239 383 8 0.000 0.004 0.008 0.389 2 (10A ) 8274 -(10A ) 8273 147 8 0.000 0.001 0.002 0.389 0 (10A ) 8275 -(10A ) 8273 155 8 0.000 0.001 0.002 0.389 0 (10A ) 8276 -(10A ) 8277 200 8 0.000 0.001 0.002 0.389 1 (10A ) 8277 -(10A ) 8278 126 8 0.000 0.002 0.004 0.389 1 (10A ) 8278 -(10A ) 7163 97 8 0.000 0.002 0.005 0.389 1 (10A ) 8279 -(10A ) 7163 155 8 0.000 0.001 0.002 0.389 0 Page#: 20 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (10A ) 8280 -(10A ) 8281 119 8 0.000 0.001 0.001 0.389 0 (10A ) 8281 -(10A ) 8282 212 8 0.000 0.005 0.010 0.389 3 (10A ) 8282 -(10A ) 8283 266 8 0.000 0.007 0.013 0.389 3 (10A ) 8283 -(10A ) 8284 94 8 0.001 0.011 0.021 0.389 5 (10A ) 8284 -(10A ) 7134 100 8 0.001 0.011 0.022 0.389 6 (10A ) 8285 -(10A ) 8283 220 8 0.000 0.003 0.007 0.389 2 (10A ) 8286 -(10A ) 8285 73 8 0.000 0.002 0.004 0.389 1 (10A ) 8287 -(10A ) 8286 289 8 0.000 0.002 0.003 0.389 1 (10A ) 8288 -(10A ) 8281 130 8 0.000 0.003 0.006 0.389 2 (10A ) 8289 -(10A ) 8288 215 8 0.000 0.002 0.005 0.389 1 (10A ) 8290 -(10A ) 8289 200 8 0.000 0.001 0.002 0.389 1 (10A ) 8291 -(10A ) 8292 100 8 0.000 0.001 0.001 0.389 0 (10A ) 8292 -(10A ) 8293 400 8 0.000 0.003 0.006 0.389 2 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (10A ) 8293 -(10A ) 8257 211 8 0.000 0.004 0.008 0.389 2 (10A ) 8294 -(10A ) 8220 135 8 0.003 0.020 0.040 0.389 10 (10A ) 8295 -(10A ) 8294 150 8 0.000 0.001 0.002 0.389 0 (10A ) 8296 -(10A ) 8252 105 8 0.000 0.002 0.004 0.389 1 (10A ) 8297 -(10A ) 8296 77 8 0.000 0.001 0.003 0.389 1 (10A ) 8298 -(10A ) 8297 157 8 0.000 0.001 0.002 0.389 0 (10A ) 8299 -(10A ) 8303 57 8 0.000 0.003 0.006 0.586 1 (10A ) 8300 -(10A ) 8299 117 8 0.000 0.002 0.005 0.389 1 (10A ) 8301 -(10A ) 8300 211 8 0.000 0.002 0.004 0.389 1 (10A ) 8302 -(10A ) 8301 94 8 0.000 0.001 0.001 0.389 0 (10A ) 8303 -(10A ) 7165 76 8 0.008 0.065 0.128 1.094 12 (10A ) 8304 -(10A ) 8305 158 8 0.000 0.001 0.002 0.389 0 (10A ) 8305 -(10A ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 8306 163 8 0.000 0.002 0.004 0.389 1 (10A ) 8306 -(10A ) 8240 125 8 0.000 0.003 0.005 0.389 1 (10A ) 8307 -(10A ) 8308 97 8 0.000 0.001 0.001 0.389 0 (10A ) 8308 -(10A ) 8241 248 8 0.000 0.002 0.004 0.389 1 (10A ) 8309 -(10A ) 8241 83 8 0.000 0.000 0.001 0.389 0 (10A ) 8310 -(10A ) 7165 104 8 0.001 0.008 0.017 0.389 4 (10A ) 8311 -(10A ) 8310 284 8 0.000 0.006 0.011 0.389 3 (10A ) 8312 -(10A ) 8311 271 8 0.000 0.004 0.008 0.389 2 (10A ) 8313 -(10A ) 8312 122 8 0.000 0.002 0.005 0.389 1 (10A ) 8314 -(10A ) 8313 293 8 0.000 0.002 0.003 0.389 1 (10A ) 8315 -(10A ) 8316 69 8 0.000 0.000 0.001 0.389 0 (10A ) 8316 -(10A ) 8317 162 8 0.000 0.001 0.003 0.389 1 (10A ) 8317 -(10A ) 8310 159 8 0.000 0.002 0.004 0.389 1 (10A ) 8318 -(10A ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 7164 134 8 0.010 0.076 0.149 1.010 15 (10A ) 8319 -(10A ) 7252 154 8 0.002 0.017 0.033 0.389 8 (10A ) 8320 -(10A ) 8319 218 8 0.002 0.016 0.031 0.389 8 (10A ) 8321 -(10A ) 8320 371 8 0.002 0.015 0.029 0.389 7 (10A ) 8322 -(10A ) 8321 309 8 0.001 0.012 0.025 0.389 6 (10A ) 8323 -(10A ) 8322 343 8 0.001 0.011 0.021 0.389 5 Page#: 21 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (10A ) 8324 -(10A ) 8323 240 8 0.001 0.006 0.012 0.389 3 (10A ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 8325 -(10A ) 8324 177 8 0.000 0.005 0.009 0.389 2 (10A ) 8326 -(10A ) 8325 196 8 0.000 0.004 0.007 0.389 2 (10A ) 8327 -(10A ) 8326 100 8 0.000 0.003 0.005 0.389 1 (10A ) 8328 -(10A ) 8327 150 8 0.000 0.002 0.004 0.389 1 (10A ) 8329 -(10A ) 8328 86 8 0.000 0.001 0.002 0.389 1 (10A ) 8330 -(10A ) 8329 106 8 0.000 0.001 0.001 0.389 0 (10A ) 8331 -(10A ) 8341 180 8 0.002 0.013 0.025 0.389 6 (10A ) 8332 -(10A ) 8331 380 8 0.002 0.012 0.023 0.389 6 (10A ) 8333 -(10A ) 8332 264 8 0.001 0.009 0.019 0.389 5 (10A ) 8334 -(10A ) 8333 385 8 0.001 0.008 0.016 0.389 4 (10A ) 8335 -(10A ) 8334 335 8 0.000 0.006 0.012 0.389 3 (10A ) 8336 -(10A ) 8335 351 8 0.000 0.004 0.008 0.389 2 (10A ) 8337 -(10A ) 8336 32 8 0.000 0.002 0.004 0.389 1 (10A ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 8338 -(10A ) 8337 117 8 0.000 0.002 0.003 0.389 1 (10A ) 8339 -(10A ) 8338 97 8 0.000 0.001 0.002 0.389 0 (10A ) 8340 -(10A ) 8339 62 8 0.000 0.000 0.001 0.389 0 (10A ) 8341 -(10A ) 7142 170 12 0.461 0.906 2.301 2.263 102 10 13,090 (10A ) 9487 -(10A ) 7128 148 8 0.000 0.001 0.002 0.389 0 (10A ) 9488 -(10A ) 7173 97 8 0.000 0.004 0.008 0.389 2 (10A ) 9511 -(10A ) 7113 119 8 0.000 0.005 0.010 0.389 3 (10A ) 9512 -(10A ) 9511 72 8 0.000 0.004 0.009 0.389 2 (10A ) 9513 -(10A ) 9512 234 8 0.000 0.004 0.008 0.389 2 (10A ) 9514 -(10A ) 9513 236 8 0.000 0.003 0.005 0.389 1 (10A ) 9515 -(10A ) 9514 100 8 0.000 0.001 0.002 0.389 1 (10A ) 9516 -(10A ) 9515 100 8 0.000 0.001 0.001 0.389 0 (10A ) 9517 -(10A ) 9521 250 8 0.000 0.003 0.005 0.389 1 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (10A ) 9518 -(10A ) 9517 213 8 0.000 0.001 0.003 0.389 1 (10A ) 9519 -(10A ) 7117 250 8 0.000 0.002 0.005 0.389 1 (10A ) 9520 -(10A ) 9519 152 8 0.000 0.001 0.002 0.389 0 (10A ) 9521 -(10A ) 7116 255 24 0.653 1.239 2.859 9.864 29 (10A ) 9523 -(10A ) 7118 149 24 0.635 1.212 2.810 4.512 62 (10A ) 9830 -(10A ) 9831 316 8 0.000 0.002 0.004 0.389 1 (10A ) 9831 -(10A ) 8323 119 8 0.000 0.003 0.005 0.389 1 Basin <= 8 in $30,863.00 Basin > 8 in $170,122.00 Total Basin Cost: $200,985.00 (10B ) 15007 -(10B ) 7220 282 12 0.261 0.519 1.085 1.374 79 (10B ) 15008 -(10B ) 8720 264 8 0.000 0.001 0.004 0.389 1 (10B ) 15009 -(10B ) 8712 240 8 0.000 0.001 0.003 0.389 1 (10B ) 15010 -(10B ) 7235 72 8 0.000 0.000 0.001 0.389 0 (10B ) 15011 -(10B ) 7222 135 8 0.003 0.016 0.039 1.384 3 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (10B ) 15012 -(10B ) 7223 56 8 0.004 0.020 0.049 1.676 3 (10B ) 15013 -(10B ) 7224 240 8 0.004 0.023 0.058 1.067 5 Page#: 22 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (10B ) 15014 -(10B ) 7159 460 8 0.001 0.007 0.016 0.389 4 (10B ) 15047 -(10B ) 7225 92 8 0.000 0.000 0.001 0.389 0 (10B ) 15048 -(10B ) 7198 106 8 0.000 0.000 0.001 0.389 0 (10B ) 15049 -(10B ) 7185 156 8 0.000 0.001 0.002 0.389 0 (10B ) 7144 -(10A ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 7143 284 12 0.450 0.891 2.277 1.821 125 10 21,868 (10B ) 7145 -(10B ) 7144 284 12 0.450 0.890 2.275 2.226 102 10 20,164 (10B ) 7146 -(10B ) 7145 289 12 0.449 0.889 2.272 2.259 101 10 22,253 (10B ) 7148 -(10B ) 8342 150 8 0.028 0.111 0.272 1.017 27 (10B ) 7149 -(10B ) 8349 100 8 0.024 0.097 0.238 0.627 38 (10B ) 7150 -(10B ) 7149 315 8 0.023 0.091 0.222 0.856 26 (10B ) 7151 -(10B ) 7150 275 8 0.022 0.089 0.220 0.879 25 (10B ) 7152 -(10B ) 7151 230 8 0.022 0.088 0.217 0.955 23 (10B ) 7153 -(10B ) 7152 300 8 0.022 0.088 0.215 0.823 26 (10B ) 7154 -(10B ) 7153 170 8 0.008 0.033 0.082 0.389 21 (10B ) 7155 -(10B ) 7154 317 8 0.007 0.029 0.072 0.389 19 (10B ) 7156 -(10B ) 7155 272 8 0.006 0.028 0.070 0.389 18 (10B ) 7157 -(10B ) 8379 18 8 0.004 0.017 0.042 0.389 11 (10B ) 7158 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(10B ) 7157 168 8 0.004 0.017 0.042 0.389 11 (10B ) 7159 -(10B ) 7158 250 8 0.004 0.017 0.041 0.389 10 (10B ) 7179 -(10B ) 7146 400 15 0.399 0.776 2.001 3.843 52 (10B ) 7180 -(10B ) 7179 385 15 0.398 0.775 1.998 4.111 49 (10B ) 7181 -(10B ) 7180 240 15 0.398 0.774 1.994 2.332 86 (10B ) 7182 -(10B ) 7181 370 15 0.398 0.773 1.992 2.610 76 (10B ) 7183 -(10B ) 7182 270 15 0.397 0.771 1.989 4.127 48 (10B ) 7184 -(10B ) 7183 200 12 0.397 0.770 1.986 1.938 102 10 15,400 (10B ) 7185 -(10B ) 7184 400 12 0.380 0.734 1.898 2.280 83 (10B ) 7186 -(10B ) 7185 325 12 0.379 0.732 1.893 2.328 81 (10B ) 7187 -(10B ) 7186 400 8 0.015 0.060 0.147 0.741 20 (10B ) 7188 -(10B ) 7187 360 8 0.015 0.058 0.143 0.729 20 (10B ) 7189 -(10B ) 7188 220 8 0.014 0.057 0.140 0.774 18 (10B ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 7190 -(10B ) 7189 418 8 0.014 0.056 0.138 1.064 13 (10B ) 7191 -(10B ) 7190 361 8 0.013 0.054 0.134 0.830 16 (10B ) 7192 -(10B ) 7191 295 8 0.011 0.049 0.120 0.991 12 (10B ) 7193 -(10B ) 8543 148 8 0.009 0.042 0.105 0.929 11 (10B ) 7194 -(10B ) 9503 258 8 0.007 0.034 0.084 1.245 7 (10B ) 7195 -(10B ) 7194 340 8 0.003 0.015 0.038 1.074 4 (10B ) 7196 -(10B ) 7195 361 8 0.002 0.009 0.022 1.445 1 (10B ) 7197 -(10B ) 7196 350 8 0.001 0.003 0.008 2.169 0 (10B ) 7198 -(10B ) 7186 260 12 0.348 0.671 1.746 1.749 100 (10B ) 7199 -(10B ) 7198 250 12 0.348 0.669 1.742 1.836 95 (10B ) 7200 -(10B ) 7199 375 12 0.348 0.669 1.740 2.155 81 (10B ) 7201 -(10B ) 7200 260 12 0.348 0.667 1.737 2.141 81 (10B ) 7202 -(10B ) 7201 400 12 0.327 0.638 1.667 2.189 76 (10B ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 7203 -(10B ) 7202 400 12 0.326 0.637 1.663 2.415 69 Page#: 23 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (10B ) 7204 -(10B ) 7203 390 12 0.325 0.636 1.660 2.259 73 (10B ) 7205 -(10B ) 7204 350 12 0.318 0.627 1.640 2.703 61 (10B ) 7206 -(10B ) 7205 350 12 0.317 0.626 1.637 2.025 81 (10B ) 7207 -(10B ) 7206 165 12 0.316 0.625 1.634 2.689 61 (10B ) 7208 -(10B ) 7207 210 12 0.316 0.624 1.632 2.449 67 (10B ) 7209 -(10B ) 7208 170 12 0.315 0.623 1.630 5.865 28 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (10B ) 7210 -(10B ) 7209 200 12 0.315 0.623 1.629 1.074 152 10 14,200 (10B ) 7211 -(10B ) 7210 140 12 0.314 0.622 1.627 6.936 23 (10B ) 7212 -(10B ) 7211 110 12 0.314 0.621 1.626 3.448 47 (10B ) 7213 -(10B ) 7212 385 12 0.313 0.621 1.625 1.098 148 10 23,485 (10B ) 7214 -(10B ) 7213 250 12 0.312 0.620 1.622 1.170 139 10 15,250 (10B ) 7215 -(10B ) 7214 309 12 0.312 0.619 1.619 3.552 46 (10B ) 7216 -(10B ) 7215 150 12 0.311 0.617 1.617 4.323 37 (10B ) 7217 -(10B ) 7216 425 12 0.310 0.617 1.615 1.089 148 10 30,175 (10B ) 7218 -(10B ) 7217 400 12 0.308 0.614 1.608 1.092 147 10 48,000 (10B ) 7219 -(10B ) 7218 185 12 0.263 0.522 1.091 1.107 99 (10B ) 7220 -(10B ) 7219 480 12 0.262 0.521 1.089 1.079 101 10 29,280 (10B ) 7221 -(10B ) 15011 92 8 0.003 0.015 0.038 1.403 3 (10B ) 7222 -(10B ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 15012 342 8 0.004 0.019 0.048 1.141 4 (10B ) 7223 -(10B ) 15013 103 8 0.004 0.022 0.056 0.894 6 (10B ) 7224 -(10B ) 7225 300 8 0.005 0.024 0.061 1.069 6 (10B ) 7225 -(10B ) 7226 400 8 0.006 0.026 0.065 1.069 6 (10B ) 7226 -(10B ) 7201 400 8 0.007 0.028 0.068 0.968 7 (10B ) 7227 -(10B ) 7217 400 8 0.000 0.001 0.004 0.389 1 (10B ) 7228 -(10B ) 7221 320 8 0.001 0.005 0.012 0.389 3 (10B ) 7229 -(10B ) 7228 375 8 0.001 0.004 0.009 0.389 2 (10B ) 7230 -(10B ) 7229 265 8 0.000 0.002 0.006 0.389 1 (10B ) 7231 -(10B ) 7230 350 8 0.000 0.001 0.003 0.389 1 (10B ) 7232 -(10B ) 7221 190 8 0.002 0.010 0.025 1.097 2 (10B ) 7233 -(10B ) 7232 125 8 0.002 0.009 0.023 1.210 2 (10B ) 7234 -(10B ) 7233 150 8 0.000 0.002 0.005 0.389 1 (10B ) 7235 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(10B ) 7234 285 8 0.000 0.001 0.003 0.389 1 (10B ) 7236 -(10B ) 15007 139 12 0.260 0.518 1.082 2.814 38 (10B ) 7237 -(10B ) 7236 420 12 0.001 0.007 0.016 1.145 1 (10B ) 7238 -(10B ) 7237 250 12 0.001 0.005 0.013 0.935 1 (10B ) 7239 -(10B ) 7238 300 8 0.001 0.004 0.010 0.389 3 (10B ) 7240 -(10B ) 7239 180 8 0.001 0.003 0.008 0.389 2 (10B ) 7241 -(10B ) 7240 400 8 0.000 0.001 0.004 0.389 1 (10B ) 7242 -(10B ) 7240 230 6 0.000 0.001 0.002 0.222 1 (10B ) 7243 -(10B ) 7236 225 12 0.254 0.511 1.065 2.621 41 (10B ) 7244 -(10B ) 7243 470 12 0.254 0.510 1.062 4.040 26 (10B ) 7245 -(10B ) 7244 200 12 0.252 0.509 1.058 1.727 61 (10B ) 7247 -(10B ) 7218 400 12 0.037 0.090 0.518 3.672 14 (10B ) 7248 -(10B ) 7247 410 12 0.037 0.089 0.515 4.713 11 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] Page#: 24 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (10B ) 8342 -(10B ) 7146 235 8 0.029 0.112 0.275 1.037 26 (10B ) 8343 -(10B ) 8342 115 8 0.000 0.000 0.001 0.389 0 (10B ) 8344 -(10B ) 8377 30 8 0.001 0.005 0.013 0.389 3 (10B ) 8345 -(10B ) 8344 320 8 0.001 0.005 0.013 0.389 3 (10B ) 8346 -(10B ) 8345 148 8 0.001 0.003 0.007 0.389 2 (10B ) 8347 -(10B ) 8346 350 8 0.000 0.002 0.005 0.389 1 (10B ) 8348 -(10B ) 8347 200 8 0.000 0.001 0.002 0.389 1 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (10B ) 8349 -(10B ) 8357 240 8 0.026 0.104 0.255 0.661 39 (10B ) 8350 -(10B ) 8357 200 8 0.001 0.006 0.015 0.389 4 (10B ) 8351 -(10B ) 8350 178 8 0.001 0.005 0.013 0.389 3 (10B ) 8352 -(10B ) 8351 255 8 0.001 0.005 0.012 0.389 3 (10B ) 8353 -(10B ) 8352 250 8 0.001 0.004 0.010 0.389 2 (10B ) 8354 -(10B ) 8353 200 8 0.000 0.003 0.007 0.389 2 (10B ) 8355 -(10B ) 8354 350 8 0.000 0.002 0.005 0.389 1 (10B ) 8356 -(10B ) 8355 210 8 0.000 0.001 0.002 0.389 1 (10B ) 8357 -(10B ) 7148 30 8 0.028 0.110 0.270 0.828 33 (10B ) 8358 -(10B ) 7149 150 8 0.001 0.006 0.015 0.389 4 (10B ) 8359 -(10B ) 8358 375 8 0.001 0.006 0.014 0.389 4 (10B ) 8360 -(10B ) 8359 90 8 0.001 0.004 0.010 0.389 3 (10B ) 8361 -(10B ) 8360 60 8 0.001 0.004 0.010 0.389 2 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (10B ) 8362 -(10B ) 8361 130 8 0.000 0.002 0.006 0.389 1 (10B ) 8363 -(10B ) 8362 200 8 0.000 0.001 0.002 0.389 1 (10B ) 8364 -(10B ) 8362 120 8 0.000 0.001 0.003 0.389 1 (10B ) 8365 -(10B ) 8364 40 8 0.000 0.001 0.002 0.389 0 (10B ) 8366 -(10B ) 8365 130 8 0.000 0.000 0.001 0.389 0 (10B ) 8367 -(10B ) 8361 135 8 0.000 0.001 0.003 0.389 1 (10B ) 8368 -(10B ) 8367 200 8 0.000 0.001 0.002 0.389 1 (10B ) 8369 -(10B ) 8345 230 8 0.000 0.001 0.003 0.389 1 (10B ) 8370 -(10B ) 8369 100 8 0.000 0.000 0.001 0.389 0 (10B ) 8371 -(10B ) 7154 33 8 0.001 0.003 0.008 0.389 2 (10B ) 8372 -(10B ) 8371 210 8 0.000 0.001 0.002 0.389 1 (10B ) 8373 -(10B ) 8371 130 8 0.000 0.002 0.006 0.389 2 (10B ) 8374 -(10B ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 8373 96 8 0.000 0.002 0.005 0.389 1 (10B ) 8375 -(10B ) 8374 85 8 0.000 0.002 0.004 0.389 1 (10B ) 8376 -(10B ) 8375 332 8 0.000 0.001 0.003 0.389 1 (10B ) 8377 -(10B ) 8378 50 8 0.001 0.005 0.013 0.389 3 (10B ) 8378 -(10B ) 8349 110 8 0.001 0.006 0.014 0.389 4 (10B ) 8379 -(10B ) 7153 213 8 0.005 0.022 0.055 0.389 14 (10B ) 8380 -(10B ) 8379 40 8 0.001 0.004 0.011 0.389 3 (10B ) 8381 -(10B ) 8380 70 8 0.001 0.004 0.010 0.389 3 (10B ) 8382 -(10B ) 8381 200 8 0.001 0.004 0.010 0.389 2 (10B ) 8383 -(10B ) 8382 73 8 0.001 0.003 0.008 0.389 2 (10B ) 8384 -(10B ) 8383 90 8 0.000 0.000 0.001 0.389 0 (10B ) 8385 -(10B ) 8383 209 8 0.000 0.003 0.006 0.389 2 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] Page#: 25 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (10B ) 8386 -(10B ) 8385 66 8 0.000 0.002 0.004 0.389 1 (10B ) 8387 -(10B ) 8386 213 8 0.000 0.001 0.004 0.389 1 (10B ) 8388 -(10B ) 8387 180 8 0.000 0.001 0.002 0.389 0 (10B ) 8389 -(10B ) 8404 216 8 0.003 0.013 0.031 0.389 8 (10B ) 8390 -(10B ) 8389 283 8 0.001 0.005 0.013 0.389 3 (10B ) 8391 -(10B ) 8390 288 8 0.001 0.004 0.010 0.389 3 (10B ) 8392 -(10B ) 8391 155 8 0.001 0.003 0.008 0.389 2 (10B ) 8393 -(10B ) 8392 260 8 0.000 0.003 0.006 0.389 2 (10B ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 8394 -(10B ) 8393 196 8 0.000 0.002 0.004 0.389 1 (10B ) 8395 -(10B ) 8394 220 8 0.000 0.001 0.002 0.389 1 (10B ) 8396 -(10B ) 8389 188 8 0.002 0.006 0.016 0.389 4 (10B ) 8397 -(10B ) 8396 170 8 0.001 0.006 0.014 0.389 4 (10B ) 8398 -(10B ) 8397 170 8 0.001 0.005 0.013 0.389 3 (10B ) 8399 -(10B ) 8398 332 8 0.001 0.004 0.011 0.389 3 (10B ) 8400 -(10B ) 8399 400 8 0.001 0.003 0.008 0.389 2 (10B ) 8401 -(10B ) 8400 260 8 0.000 0.002 0.004 0.389 1 (10B ) 8402 -(10B ) 8401 210 8 0.000 0.001 0.002 0.389 1 (10B ) 8403 -(10B ) 7184 300 8 0.009 0.036 0.088 0.389 23 (10B ) 8404 -(10B ) 8403 283 8 0.008 0.034 0.085 1.194 7 (10B ) 8405 -(10B ) 8404 450 8 0.005 0.021 0.052 0.839 6 (10B ) 8406 -(10B ) 8405 375 8 0.004 0.019 0.047 1.097 4 (10B ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 8407 -(10B ) 8406 235 8 0.004 0.018 0.044 1.210 4 (10B ) 8408 -(10B ) 8407 150 8 0.004 0.017 0.042 1.438 3 (10B ) 8409 -(10B ) 8408 300 8 0.004 0.016 0.040 0.817 5 (10B ) 8410 -(10B ) 8409 218 8 0.004 0.015 0.037 1.713 2 (10B ) 8411 -(10B ) 8410 306 8 0.001 0.006 0.014 0.805 2 (10B ) 8412 -(10B ) 8411 151 8 0.001 0.004 0.011 0.389 3 (10B ) 8413 -(10B ) 8412 157 8 0.001 0.004 0.010 0.389 2 (10B ) 8414 -(10B ) 8413 40 8 0.001 0.003 0.008 0.389 2 (10B ) 8415 -(10B ) 8414 312 8 0.001 0.003 0.008 0.389 2 (10B ) 8416 -(10B ) 8415 225 8 0.000 0.002 0.005 0.389 1 (10B ) 8417 -(10B ) 8416 100 8 0.000 0.001 0.003 0.389 1 (10B ) 8418 -(10B ) 8417 88 8 0.000 0.001 0.002 0.389 1 (10B ) 8419 -(10B ) 8418 112 8 0.000 0.000 0.001 0.389 0 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (10B ) 8420 -(10B ) 8421 80 8 0.000 0.000 0.001 0.389 0 (10B ) 8421 -(10B ) 8422 400 8 0.000 0.002 0.005 0.389 1 (10B ) 8422 -(10B ) 8423 238 8 0.001 0.003 0.007 0.389 2 (10B ) 8423 -(10B ) 8430 118 8 0.001 0.005 0.012 0.389 3 (10B ) 8424 -(10B ) 8423 326 8 0.000 0.002 0.004 0.389 1 (10B ) 8425 -(10B ) 8424 120 8 0.000 0.000 0.001 0.389 0 (10B ) 8426 -(10B ) 8427 139 8 0.000 0.001 0.001 0.389 0 (10B ) 8427 -(10B ) 8428 65 8 0.000 0.001 0.002 0.389 1 (10B ) 8428 -(10B ) 8430 162 8 0.000 0.002 0.004 0.389 1 (10B ) 8429 -(10B ) 8428 87 8 0.000 0.000 0.001 0.389 0 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] Page#: 26 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (10B ) 8430 -(10B ) 8431 315 8 0.001 0.008 0.019 0.389 5 (10B ) 8431 -(10B ) 8410 61 8 0.002 0.009 0.022 0.389 6 (10B ) 8432 -(10B ) 8431 128 8 0.000 0.001 0.003 0.389 1 (10B ) 8433 -(10B ) 8432 128 8 0.000 0.000 0.001 0.389 0 (10B ) 8434 -(10B ) 7194 220 8 0.004 0.017 0.043 0.389 11 (10B ) 8435 -(10B ) 9507 70 8 0.003 0.012 0.029 0.389 8 (10B ) 8436 -(10B ) 8435 332 8 0.003 0.012 0.029 0.389 7 (10B ) 8437 -(10B ) 8436 160 8 0.001 0.007 0.017 0.389 4 (10B ) 8438 -(10B ) 8437 230 8 0.001 0.006 0.016 0.389 4 (10B ) 8439 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(10B ) 8438 238 8 0.001 0.004 0.011 0.389 3 (10B ) 8440 -(10B ) 8439 180 8 0.001 0.003 0.007 0.389 2 (10B ) 8441 -(10B ) 8438 140 8 0.000 0.001 0.001 0.389 0 (10B ) 8442 -(10B ) 8438 140 8 0.000 0.001 0.001 0.389 0 (10B ) 8443 -(10B ) 8436 55 8 0.000 0.002 0.005 0.389 1 (10B ) 8444 -(10B ) 8443 120 8 0.000 0.002 0.004 0.389 1 (10B ) 8445 -(10B ) 8444 320 8 0.000 0.001 0.003 0.389 1 (10B ) 8446 -(10B ) 8439 78 8 0.000 0.001 0.002 0.389 0 (10B ) 8447 -(10B ) 8446 50 8 0.000 0.000 0.001 0.389 0 (10B ) 8448 -(10B ) 8447 50 8 0.000 0.000 0.000 0.389 0 (10B ) 8449 -(10B ) 8440 300 8 0.000 0.002 0.006 0.389 1 (10B ) 8450 -(10B ) 8449 275 8 0.000 0.001 0.003 0.389 1 (10B ) 8451 -(10B ) 8450 30 8 0.000 0.000 0.000 0.389 0 (10B ) 8452 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(10B ) 8453 300 8 0.000 0.001 0.003 0.389 1 (10B ) 8453 -(10B ) 8454 237 8 0.000 0.002 0.005 0.389 1 (10B ) 8454 -(10B ) 8455 112 8 0.000 0.002 0.006 0.389 2 (10B ) 8455 -(10B ) 8456 100 8 0.000 0.003 0.007 0.389 2 (10B ) 8456 -(10B ) 8457 312 8 0.001 0.004 0.010 0.389 3 (10B ) 8457 -(10B ) 8458 140 8 0.001 0.004 0.011 0.389 3 (10B ) 8458 -(10B ) 8462 298 8 0.002 0.008 0.020 0.389 5 (10B ) 8459 -(10B ) 8458 215 8 0.000 0.002 0.006 0.389 1 (10B ) 8460 -(10B ) 8459 240 8 0.000 0.001 0.004 0.389 1 (10B ) 8461 -(10B ) 8460 149 8 0.000 0.001 0.001 0.389 0 (10B ) 8462 -(10B ) 7159 297 8 0.002 0.009 0.022 0.389 6 (10B ) 8463 -(10B ) 15014 90 8 0.000 0.000 0.001 0.389 0 (10B ) 8464 -(10B ) 15014 230 8 0.000 0.002 0.005 0.389 1 (10B ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 8465 -(10B ) 8464 308 8 0.000 0.001 0.003 0.389 1 (10B ) 8466 -(10B ) 8465 47 8 0.000 0.000 0.000 0.389 0 (10B ) 8467 -(10B ) 8468 250 8 0.000 0.001 0.002 0.389 1 (10B ) 8468 -(10B ) 8469 277 8 0.000 0.002 0.005 0.389 1 (10B ) 8469 -(10B ) 15014 103 8 0.000 0.002 0.006 0.389 2 (10B ) 8470 -(10B ) 7153 300 8 0.007 0.031 0.077 1.080 7 (10B ) 8471 -(10B ) 8470 150 8 0.007 0.030 0.074 0.781 9 (10B ) 8472 -(10B ) 8471 120 8 0.007 0.029 0.072 1.235 6 (10B ) 8473 -(10B ) 8472 110 8 0.007 0.029 0.071 0.749 10 Page#: 27 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (10B ) 8474 -(10B ) 8473 160 8 0.007 0.028 0.070 1.054 7 (10B ) 8475 -(10B ) 8507 230 8 0.005 0.020 0.049 0.874 6 (10B ) 8476 -(10B ) 8475 50 8 0.003 0.014 0.036 2.559 1 (10B ) 8477 -(10B ) 8476 50 8 0.001 0.005 0.013 0.389 3 (10B ) 8478 -(10B ) 8477 235 8 0.001 0.005 0.012 0.389 3 (10B ) 8479 -(10B ) 8478 78 8 0.000 0.002 0.005 0.389 1 (10B ) 8480 -(10B ) 8479 120 8 0.000 0.002 0.005 0.389 1 (10B ) 8481 -(10B ) 8480 160 8 0.000 0.001 0.004 0.389 1 (10B ) 8482 -(10B ) 8481 230 8 0.000 0.001 0.002 0.389 1 (10B ) 8483 -(10B ) 8475 30 8 0.001 0.003 0.008 0.389 2 (10B ) 8484 -(10B ) 8483 25 8 0.001 0.003 0.007 0.389 2 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (10B ) 8485 -(10B ) 8484 138 8 0.000 0.001 0.003 0.389 1 (10B ) 8486 -(10B ) 8485 175 8 0.000 0.001 0.002 0.389 0 (10B ) 8487 -(10B ) 8484 50 8 0.000 0.002 0.004 0.389 1 (10B ) 8488 -(10B ) 8487 68 8 0.000 0.001 0.004 0.389 1 (10B ) 8489 -(10B ) 8488 312 8 0.000 0.001 0.003 0.389 1 (10B ) 8490 -(10B ) 8474 70 8 0.000 0.000 0.001 0.389 0 (10B ) 8491 -(10B ) 8476 85 8 0.002 0.009 0.022 0.389 6 (10B ) 8492 -(10B ) 8501 50 8 0.000 0.001 0.003 0.389 1 (10B ) 8493 -(10B ) 8492 250 8 0.000 0.001 0.002 0.389 1 (10B ) 8494 -(10B ) 8500 70 8 0.000 0.000 0.001 0.389 0 (10B ) 8495 -(10B ) 8507 350 8 0.001 0.007 0.018 0.389 5 (10B ) 8496 -(10B ) 8495 100 8 0.001 0.005 0.013 0.389 3 (10B ) 8497 -(10B ) 8496 210 8 0.001 0.005 0.012 0.389 3 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (10B ) 8498 -(10B ) 8497 370 8 0.001 0.004 0.011 0.389 3 (10B ) 8499 -(10B ) 8498 70 8 0.000 0.003 0.007 0.389 2 (10B ) 8500 -(10B ) 8499 50 8 0.000 0.003 0.006 0.389 2 (10B ) 8501 -(10B ) 8500 250 8 0.000 0.002 0.005 0.389 1 (10B ) 8502 -(10B ) 8495 175 8 0.000 0.001 0.002 0.389 0 (10B ) 8503 -(10B ) 8475 160 8 0.000 0.001 0.004 0.389 1 (10B ) 8504 -(10B ) 8503 230 8 0.000 0.001 0.002 0.389 1 (10B ) 8505 -(10B ) 8491 110 8 0.002 0.009 0.022 0.389 6 (10B ) 8506 -(10B ) 8505 370 8 0.002 0.008 0.021 0.389 5 (10B ) 8507 -(10B ) 8474 140 8 0.007 0.028 0.068 0.949 7 (10B ) 8508 -(10B ) 8478 140 8 0.000 0.002 0.005 0.389 1 (10B ) 8509 -(10B ) 8508 105 8 0.000 0.001 0.004 0.389 1 (10B ) 8510 -(10B ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 8509 125 8 0.000 0.001 0.003 0.389 1 (10B ) 8511 -(10B ) 8510 150 8 0.000 0.001 0.001 0.389 0 (10B ) 8512 -(10B ) 7196 77 8 0.001 0.003 0.008 0.389 2 (10B ) 8513 -(10B ) 8512 132 8 0.001 0.003 0.007 0.389 2 (10B ) 8514 -(10B ) 8513 138 8 0.000 0.002 0.006 0.389 2 (10B ) 8515 -(10B ) 8514 198 8 0.000 0.002 0.005 0.389 1 (10B ) 8516 -(10B ) 8515 320 8 0.000 0.001 0.003 0.389 1 (10B ) 8517 -(10B ) 7196 214 8 0.000 0.001 0.002 0.389 1 (10B ) 8518 -(10B ) 8519 138 8 0.000 0.001 0.001 0.389 0 Page#: 28 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (10B ) 8519 -(10B ) 8520 150 8 0.000 0.001 0.003 0.389 1 (10B ) 8520 -(10B ) 8521 102 8 0.000 0.001 0.004 0.389 1 (10B ) 8521 -(10B ) 8522 203 8 0.000 0.002 0.006 0.389 1 (10B ) 8522 -(10B ) 7222 70 8 0.000 0.002 0.006 0.389 2 (10B ) 8523 -(10B ) 8524 110 8 0.000 0.000 0.001 0.389 0 (10B ) 8524 -(10B ) 8525 220 8 0.000 0.001 0.003 0.389 1 (10B ) 8525 -(10B ) 7223 179 8 0.000 0.002 0.006 0.389 2 (10B ) 8526 -(10B ) 8525 130 8 0.000 0.000 0.001 0.389 0 (10B ) 8527 -(10B ) 7191 75 8 0.001 0.004 0.011 0.389 3 (10B ) 8528 -(10B ) 8527 130 8 0.001 0.004 0.010 0.389 3 (10B ) 8529 -(10B ) 8528 140 8 0.001 0.004 0.009 0.389 2 (10B ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 8530 -(10B ) 8529 363 8 0.000 0.002 0.004 0.389 1 (10B ) 8531 -(10B ) 8530 82 8 0.000 0.000 0.001 0.389 0 (10B ) 8532 -(10B ) 8529 281 8 0.000 0.001 0.004 0.389 1 (10B ) 8533 -(10B ) 8532 110 8 0.000 0.000 0.001 0.389 0 (10B ) 8534 -(10B ) 7192 65 8 0.000 0.001 0.003 0.389 1 (10B ) 8535 -(10B ) 8534 190 8 0.000 0.001 0.002 0.389 0 (10B ) 8536 -(10B ) 8543 100 8 0.001 0.003 0.008 0.389 2 (10B ) 8537 -(10B ) 8536 135 8 0.001 0.003 0.008 0.389 2 (10B ) 8538 -(10B ) 8537 221 8 0.000 0.003 0.006 0.389 2 (10B ) 8539 -(10B ) 8538 120 8 0.000 0.002 0.004 0.389 1 (10B ) 8540 -(10B ) 8539 70 8 0.000 0.000 0.001 0.389 0 (10B ) 8541 -(10B ) 8542 121 8 0.000 0.000 0.001 0.389 0 (10B ) 8542 -(10B ) 8539 150 8 0.000 0.001 0.003 0.389 1 (10B ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 8543 -(10B ) 7192 260 8 0.010 0.047 0.115 0.785 15 (10B ) 8544 -(10B ) 8550 72 8 0.001 0.005 0.012 0.389 3 (10B ) 8545 -(10B ) 8544 160 8 0.001 0.004 0.011 0.389 3 (10B ) 8546 -(10B ) 8545 260 8 0.000 0.002 0.006 0.389 1 (10B ) 8547 -(10B ) 8546 131 8 0.000 0.001 0.003 0.389 1 (10B ) 8548 -(10B ) 8547 100 8 0.000 0.001 0.002 0.389 1 (10B ) 8549 -(10B ) 8548 110 8 0.000 0.000 0.001 0.389 0 (10B ) 8550 -(10B ) 7193 72 8 0.009 0.041 0.101 1.002 10 (10B ) 8551 -(10B ) 8552 195 8 0.000 0.001 0.002 0.389 0 (10B ) 8552 -(10B ) 8545 244 8 0.000 0.002 0.004 0.389 1 (10B ) 8553 -(10B ) 7195 291 8 0.001 0.005 0.014 0.389 3 (10B ) 8554 -(10B ) 8553 120 8 0.001 0.004 0.011 0.389 3 (10B ) 8555 -(10B ) 8554 125 8 0.001 0.003 0.009 0.389 2 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (10B ) 8556 -(10B ) 8555 200 8 0.001 0.003 0.007 0.214 3 (10B ) 8557 -(10B ) 8556 114 8 0.000 0.002 0.006 0.389 1 (10B ) 8558 -(10B ) 8557 165 8 0.000 0.002 0.005 0.389 1 (10B ) 8559 -(10B ) 8558 142 8 0.000 0.001 0.003 0.389 1 (10B ) 8560 -(10B ) 8559 180 8 0.000 0.001 0.002 0.389 0 (10B ) 8561 -(10B ) 8554 121 8 0.000 0.000 0.001 0.389 0 (10B ) 8562 -(10B ) 7197 203 8 0.000 0.002 0.005 0.389 1 Page#: 29 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (10B ) 8563 -(10B ) 8562 100 8 0.000 0.001 0.003 0.389 1 (10B ) 8564 -(10B ) 8563 125 8 0.000 0.001 0.002 0.389 1 (10B ) 8565 -(10B ) 8564 120 8 0.000 0.000 0.001 0.389 0 (10B ) 8566 -(10B ) 8567 165 8 0.000 0.001 0.002 0.389 0 (10B ) 8567 -(10B ) 8568 200 8 0.000 0.001 0.004 0.389 1 (10B ) 8568 -(10B ) 8572 82 8 0.000 0.002 0.004 0.389 1 (10B ) 8569 -(10B ) 8570 120 8 0.000 0.000 0.001 0.389 0 (10B ) 8570 -(10B ) 8571 65 8 0.000 0.001 0.002 0.389 0 (10B ) 8571 -(10B ) 8572 225 8 0.000 0.002 0.004 0.389 1 (10B ) 8572 -(10B ) 7233 180 8 0.001 0.007 0.017 1.467 1 (10B ) 8573 -(10B ) 8574 218 8 0.000 0.001 0.002 0.389 1 (10B ) 8574 -(10B ) 8575 225 8 0.000 0.002 0.004 0.389 1 (10B ) 8575 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(10B ) 8576 100 8 0.000 0.002 0.005 0.389 1 (10B ) 8576 -(10B ) 8572 260 8 0.000 0.003 0.008 0.389 2 (10B ) 8577 -(10B ) 7204 100 8 0.001 0.007 0.017 0.389 4 (10B ) 8578 -(10B ) 8577 400 8 0.001 0.006 0.016 0.389 4 (10B ) 8579 -(10B ) 8578 400 8 0.001 0.005 0.012 0.389 3 (10B ) 8580 -(10B ) 8579 240 8 0.001 0.003 0.009 0.389 2 (10B ) 8581 -(10B ) 8580 260 8 0.000 0.002 0.006 0.389 2 (10B ) 8582 -(10B ) 8581 115 8 0.000 0.002 0.004 0.389 1 (10B ) 8583 -(10B ) 8582 75 8 0.000 0.000 0.001 0.389 0 (10B ) 8584 -(10B ) 8582 112 8 0.000 0.001 0.002 0.389 1 (10B ) 8585 -(10B ) 8584 100 8 0.000 0.000 0.001 0.389 0 (10B ) 8703 -(10B ) 7156 152 8 0.004 0.018 0.045 0.389 11 (10B ) 8704 -(10B ) 8703 198 8 0.004 0.018 0.043 0.389 11 (10B ) 8705 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(10B ) 8735 80 8 0.003 0.011 0.027 0.389 7 (10B ) 8706 -(10B ) 8705 144 8 0.003 0.011 0.027 0.389 7 (10B ) 8707 -(10B ) 8706 145 8 0.002 0.009 0.023 0.389 6 (10B ) 8708 -(10B ) 8707 210 8 0.000 0.001 0.002 0.389 1 (10B ) 8709 -(10B ) 8707 200 8 0.002 0.008 0.019 0.389 5 (10B ) 8710 -(10B ) 8709 75 8 0.000 0.000 0.001 0.389 0 (10B ) 8711 -(10B ) 7156 170 8 0.002 0.007 0.018 0.389 5 (10B ) 8712 -(10B ) 8711 70 8 0.000 0.002 0.004 0.389 1 (10B ) 8713 -(10B ) 15009 117 8 0.000 0.000 0.001 0.389 0 (10B ) 8714 -(10B ) 8706 72 8 0.000 0.001 0.003 0.389 1 (10B ) 8715 -(10B ) 8714 214 8 0.000 0.001 0.002 0.389 1 (10B ) 8716 -(10B ) 8711 60 8 0.001 0.005 0.013 0.389 3 (10B ) 8717 -(10B ) 8716 275 8 0.000 0.003 0.007 0.389 2 (10B ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 8718 -(10B ) 8717 120 8 0.000 0.002 0.004 0.389 1 (10B ) 8719 -(10B ) 8716 128 8 0.000 0.002 0.005 0.389 1 (10B ) 8720 -(10B ) 8719 60 8 0.000 0.002 0.004 0.389 1 (10B ) 8721 -(10B ) 15008 126 8 0.000 0.000 0.001 0.389 0 (10B ) 8722 -(10B ) 8731 80 8 0.001 0.004 0.009 0.389 2 (10B ) 8723 -(10B ) 8722 230 8 0.001 0.004 0.009 0.389 2 Page#: 30 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (10B ) 8724 -(10B ) 8723 152 8 0.000 0.002 0.005 0.389 1 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (10B ) 8725 -(10B ) 8724 90 8 0.000 0.002 0.004 0.389 1 (10B ) 8726 -(10B ) 8725 50 8 0.000 0.001 0.003 0.389 1 (10B ) 8727 -(10B ) 8726 168 8 0.000 0.001 0.002 0.389 0 (10B ) 8728 -(10B ) 8726 50 8 0.000 0.000 0.001 0.389 0 (10B ) 8729 -(10B ) 8728 55 8 0.000 0.000 0.001 0.389 0 (10B ) 8730 -(10B ) 8704 62 8 0.001 0.005 0.013 0.389 3 (10B ) 8731 -(10B ) 8730 68 8 0.001 0.005 0.012 0.389 3 (10B ) 8732 -(10B ) 8731 50 8 0.000 0.001 0.002 0.389 1 (10B ) 8733 -(10B ) 8732 55 8 0.000 0.000 0.001 0.389 0 (10B ) 8734 -(10B ) 8732 120 8 0.000 0.000 0.001 0.389 0 (10B ) 8735 -(10B ) 8736 110 8 0.003 0.011 0.028 0.389 7 (10B ) 8736 -(10B ) 8704 42 8 0.003 0.012 0.029 0.389 7 (10B ) 8737 -(10B ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 8723 42 8 0.000 0.001 0.001 0.389 0 (10B ) 8738 -(10B ) 8737 100 8 0.000 0.000 0.001 0.389 0 (10B ) 8739 -(10B ) 8740 210 8 0.000 0.001 0.002 0.389 1 (10B ) 8740 -(10B ) 8743 100 8 0.000 0.001 0.003 0.389 1 (10B ) 8741 -(10B ) 8742 128 8 0.000 0.003 0.007 0.389 2 (10B ) 8742 -(10B ) 8743 160 8 0.001 0.003 0.008 0.389 2 (10B ) 8743 -(10B ) 8744 290 8 0.001 0.006 0.014 0.389 4 (10B ) 8744 -(10B ) 8745 100 8 0.001 0.006 0.015 0.389 4 (10B ) 8745 -(10B ) 8756 76 8 0.001 0.007 0.016 0.389 4 (10B ) 8746 -(10B ) 8741 123 8 0.000 0.002 0.006 0.389 1 (10B ) 8747 -(10B ) 8746 125 8 0.000 0.002 0.005 0.389 1 (10B ) 8748 -(10B ) 8747 100 8 0.000 0.000 0.001 0.389 0 (10B ) 8749 -(10B ) 8747 263 8 0.000 0.001 0.003 0.389 1 (10B ) 8750 -(10B ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 8751 50 8 0.000 0.000 0.000 0.389 0 (10B ) 8751 -(10B ) 8718 70 8 0.000 0.000 0.001 0.389 0 (10B ) 8752 -(10B ) 8718 65 8 0.000 0.001 0.002 0.389 1 (10B ) 8753 -(10B ) 8752 108 8 0.000 0.001 0.002 0.389 0 (10B ) 8754 -(10B ) 8753 50 8 0.000 0.000 0.000 0.389 0 (10B ) 8755 -(10B ) 8745 90 8 0.000 0.000 0.001 0.389 0 (10B ) 8756 -(10B ) 8709 50 8 0.001 0.007 0.017 0.389 4 (10B ) 9493 -(10B ) 9507 215 8 0.001 0.005 0.011 0.389 3 (10B ) 9494 -(10B ) 9493 198 8 0.001 0.003 0.008 0.389 2 (10B ) 9495 -(10B ) 9493 146 8 0.000 0.001 0.001 0.389 0 (10B ) 9496 -(10B ) 9494 170 8 0.000 0.003 0.006 0.389 2 (10B ) 9497 -(10B ) 9496 175 8 0.000 0.002 0.005 0.389 1 (10B ) 9498 -(10B ) 9497 190 8 0.000 0.001 0.003 0.389 1 (10B ) 9499 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(10B ) 9498 150 8 0.000 0.001 0.001 0.389 0 (10B ) 9500 -(10B ) 9501 340 8 0.000 0.001 0.003 0.389 1 (10B ) 9501 -(10B ) 8436 55 8 0.000 0.001 0.004 0.389 1 (10B ) 9502 -(10B ) 7193 195 8 0.000 0.001 0.002 0.389 0 (10B ) 9503 -(10B ) 8550 70 8 0.008 0.036 0.089 0.389 23 Page#: 31 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (10B ) 9504 -(10B ) 9503 195 8 0.000 0.002 0.004 0.389 1 (10B ) 9505 -(10B ) 9504 102 8 0.000 0.001 0.003 0.389 1 (10B ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 9506 -(10B ) 9505 168 8 0.000 0.001 0.002 0.389 0 (10B ) 9507 -(10B ) 8434 42 8 0.004 0.017 0.041 0.389 11 (10B ) 9524 -(10B ) 9525 170 8 0.000 0.001 0.002 0.389 0 (10B ) 9525 -(10B ) 9526 150 8 0.000 0.001 0.003 0.389 1 (10B ) 9526 -(10B ) 9527 25 8 0.000 0.001 0.003 0.389 1 (10B ) 9527 -(10B ) 7156 78 8 0.000 0.002 0.004 0.389 1 (10B ) 9920 -(10B ) 8506 100 8 0.002 0.007 0.017 0.389 4 (10B ) 9921 -(10B ) 9920 210 8 0.001 0.007 0.016 0.389 4 (10B ) 9922 -(10B ) 9921 260 8 0.001 0.005 0.012 0.389 3 (10B ) 9923 -(10B ) 9922 320 8 0.001 0.004 0.010 0.389 2 (10B ) 9924 -(10B ) 9923 369 8 0.000 0.002 0.005 0.389 1 (10B ) 9925 -(10B ) 9924 180 8 0.000 0.001 0.002 0.389 0 (10B ) 9926 -(10B ) 9923 160 8 0.000 0.001 0.002 0.389 0 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (10B ) 9927 -(10B ) 9921 260 8 0.000 0.001 0.003 0.389 1 Basin <= 8 in $0.00 Basin > 8 in $240,075.00 Total Basin Cost: $240,075.00 (10C ) 8586 -(10C ) 8588 139 8 0.000 0.000 0.003 0.389 1 (10C ) 8587 -(10C ) 8592 80 8 0.002 0.006 0.035 0.389 9 (10C ) 8588 -(10C ) 8587 58 8 0.000 0.001 0.004 0.389 1 (10C ) 8589 -(10C ) 8587 122 8 0.002 0.005 0.029 0.389 8 (10C ) 8590 -(10C ) 8589 150 8 0.002 0.005 0.027 0.389 7 (10C ) 8591 -(10C ) 8590 147 8 0.000 0.000 0.003 0.389 1 (10C ) 8592 -(10C ) 8595 135 8 0.003 0.008 0.045 0.389 12 (10C ) 8593 -(10C ) 8592 196 8 0.001 0.001 0.008 0.389 2 (10C ) 8594 -(10C ) 8593 221 8 0.000 0.001 0.004 0.389 1 (10C ) 8595 -(10C ) 8599 125 8 0.004 0.009 0.055 0.389 14 (10C ) 8596 -(10C ) 8595 108 8 0.000 0.001 0.005 0.389 1 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (10C ) 8597 -(10C ) 8596 83 8 0.000 0.000 0.002 0.389 0 (10C ) 8598 -(10C ) 8596 37 8 0.000 0.000 0.001 0.389 0 (10C ) 8599 -(10C ) 8602 75 8 0.005 0.011 0.067 0.389 17 (10C ) 8600 -(10C ) 8599 198 8 0.001 0.002 0.010 0.389 3 (10C ) 8601 -(10C ) 8600 230 8 0.000 0.001 0.007 0.389 2 (10C ) 8602 -(10C ) 8603 122 8 0.005 0.012 0.069 0.389 18 (10C ) 8603 -(10C ) 8609 134 8 0.006 0.014 0.083 0.389 21 (10C ) 8604 -(10C ) 8603 152 8 0.000 0.001 0.006 0.389 2 (10C ) 8605 -(10C ) 8604 141 8 0.000 0.000 0.003 0.389 1 (10C ) 8606 -(10C ) 8603 138 8 0.000 0.001 0.005 0.389 1 (10C ) 8607 -(10C ) 8606 43 8 0.000 0.000 0.001 0.389 0 (10C ) 8608 -(10C ) 8606 51 8 0.000 0.000 0.001 0.389 0 (10C ) 8609 -(10C ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 8610 93 8 0.007 0.016 0.097 0.389 25 (10C ) 8610 -(10C ) 8613 120 8 0.007 0.017 0.099 0.389 26 Page#: 32 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (10C ) 8611 -(10C ) 8609 227 8 0.001 0.002 0.012 0.389 3 (10C ) 8612 -(10C ) 8611 216 8 0.000 0.001 0.008 0.389 2 (10C ) 8613 -(10C ) 8614 51 8 0.007 0.018 0.105 0.389 27 (10C ) 8614 -(10C ) 8618 100 8 0.008 0.019 0.111 0.389 29 (10C ) 8615 -(10C ) 8614 231 8 0.000 0.001 0.005 0.389 1 (10C ) 8616 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(10C ) 8613 195 8 0.000 0.001 0.005 0.389 1 (10C ) 8617 -(10C ) 8616 44 8 0.000 0.000 0.001 0.389 0 (10C ) 8618 -(10C ) 8622 165 8 0.009 0.022 0.130 0.389 34 (10C ) 8619 -(10C ) 8618 230 8 0.001 0.002 0.011 0.389 3 (10C ) 8620 -(10C ) 8619 143 8 0.000 0.001 0.006 0.389 2 (10C ) 8621 -(10C ) 8618 255 8 0.000 0.001 0.005 0.389 1 (10C ) 8622 -(10C ) 8639 104 8 0.012 0.029 0.173 0.389 45 (10C ) 8623 -(10C ) 8622 280 8 0.002 0.006 0.033 0.389 9 (10C ) 8624 -(10C ) 8623 186 8 0.002 0.005 0.028 0.389 7 (10C ) 8625 -(10C ) 8624 187 8 0.002 0.004 0.024 0.389 6 (10C ) 8626 -(10C ) 8625 102 8 0.001 0.004 0.021 0.389 5 (10C ) 8627 -(10C ) 8626 169 8 0.001 0.003 0.019 0.389 5 (10C ) 8628 -(10C ) 8627 171 8 0.001 0.003 0.015 0.389 4 (10C ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 8629 -(10C ) 8628 179 8 0.001 0.002 0.012 0.389 3 (10C ) 8630 -(10C ) 8629 78 8 0.001 0.001 0.008 0.389 2 (10C ) 8631 -(10C ) 8630 163 8 0.000 0.001 0.007 0.389 2 (10C ) 8632 -(10C ) 8631 182 8 0.000 0.001 0.004 0.389 1 (10C ) 8633 -(10C ) 8590 89 8 0.001 0.004 0.021 0.389 5 (10C ) 8634 -(10C ) 8633 118 8 0.001 0.003 0.019 0.389 5 (10C ) 8635 -(10C ) 8634 230 8 0.001 0.003 0.017 0.389 4 (10C ) 8636 -(10C ) 8635 225 8 0.001 0.002 0.012 0.389 3 (10C ) 8637 -(10C ) 8636 110 8 0.001 0.001 0.008 0.389 2 (10C ) 8638 -(10C ) 8637 280 8 0.000 0.001 0.006 0.389 1 (10C ) 8639 -(10C ) 8640 537 8 0.013 0.031 0.184 0.389 47 (10C ) 8640 -(10C ) 8641 320 8 0.013 0.032 0.190 0.389 49 (10C ) 8641 -(10C ) 8643 343 8 0.014 0.035 0.203 0.389 52 (10C ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 8642 -(10C ) 8641 357 8 0.000 0.001 0.007 0.389 2 (10C ) 8643 -(10C ) 8649 216 8 0.015 0.035 0.208 0.389 53 (10C ) 8644 -(10C ) 8645 52 8 0.019 0.046 0.268 0.389 69 (10C ) 8645 -(10C ) 8646 243 8 0.019 0.047 0.273 0.389 70 (10C ) 8646 -(10C ) 8647 293 8 0.020 0.048 0.278 0.389 72 (10C ) 8647 -(10C ) 8648 527 8 0.020 0.049 0.289 0.389 74 (10C ) 8648 -(10C ) 8649 218 8 0.021 0.050 0.292 0.389 75 (10C ) 8649 -(10C ) 8650 233 8 0.036 0.086 0.504 0.389 130 10 16,543 (10C ) 8650 -(10C ) 8651 68 8 0.036 0.086 0.505 0.389 130 10 4,828 (10C ) 8651 -(10C ) 8652 294 8 0.036 0.087 0.511 0.389 131 10 20,874 (10C ) 8652 -(10B ) 7248 1 4 0.036 0.087 0.511 0.092 100 0 0 (10C ) 8653 -(10C ) 8622 373 8 0.000 0.001 0.007 0.389 2 (10C ) 8654 -(10C ) 8644 224 8 0.000 0.001 0.005 0.389 1 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] Page#: 33 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (10C ) 8655 -(10C ) 8612 177 8 0.000 0.001 0.004 0.389 1 (10C ) 8656 -(10C ) 8620 176 8 0.000 0.001 0.004 0.389 1 (10C ) 8657 -(10C ) 8644 97 8 0.018 0.045 0.263 0.389 68 (10C ) 8658 -(10C ) 8657 180 8 0.001 0.003 0.018 0.389 5 (10C ) 8659 -(10C ) 8658 283 8 0.001 0.002 0.015 0.389 4 (10C ) 8660 -(10C ) 8657 79 8 0.017 0.041 0.243 0.389 63 (10C ) 8661 -(10C ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 8660 223 8 0.000 0.001 0.004 0.389 1 (10C ) 8662 -(10C ) 8660 27 8 0.016 0.040 0.237 0.389 61 (10C ) 8663 -(10C ) 8662 138 8 0.016 0.040 0.237 0.389 61 (10C ) 8664 -(10C ) 8663 143 8 0.001 0.001 0.008 0.389 2 (10C ) 8665 -(10C ) 8664 208 8 0.000 0.001 0.005 0.389 1 (10C ) 8666 -(10C ) 8665 43 8 0.000 0.000 0.001 0.389 0 (10C ) 8667 -(10C ) 8663 103 8 0.016 0.039 0.227 0.389 58 (10C ) 8668 -(10C ) 8667 154 8 0.000 0.001 0.004 0.389 1 (10C ) 8669 -(10C ) 8668 58 8 0.000 0.000 0.001 0.389 0 (10C ) 8670 -(10C ) 8671 180 8 0.000 0.001 0.004 0.389 1 (10C ) 8671 -(10C ) 8672 319 8 0.003 0.007 0.041 0.389 11 (10C ) 8672 -(10C ) 8667 126 8 0.015 0.037 0.221 0.389 57 (10C ) 8673 -(10C ) 8672 74 8 0.012 0.030 0.177 0.389 46 (10C ) 8674 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(10C ) 8673 162 8 0.011 0.028 0.163 0.389 42 (10C ) 8675 -(10C ) 8674 145 8 0.011 0.027 0.160 0.389 41 (10C ) 8676 -(10C ) 8675 39 8 0.010 0.025 0.147 0.389 38 (10C ) 8677 -(10C ) 8676 155 8 0.006 0.015 0.087 0.389 22 (10C ) 8678 -(10C ) 8677 101 8 0.000 0.000 0.002 0.389 1 (10C ) 8679 -(10C ) 8673 243 8 0.001 0.002 0.013 0.389 3 (10C ) 8680 -(10C ) 8679 214 8 0.001 0.001 0.008 0.389 2 (10C ) 8681 -(10C ) 8680 180 8 0.000 0.001 0.004 0.389 1 (10C ) 8682 -(10C ) 8659 212 8 0.001 0.002 0.009 0.389 2 (10C ) 8683 -(10C ) 8682 183 8 0.000 0.001 0.005 0.389 1 (10C ) 8684 -(10C ) 8683 54 8 0.000 0.000 0.001 0.389 0 (10C ) 8685 -(10C ) 8671 240 8 0.002 0.005 0.031 0.389 8 (10C ) 8686 -(10C ) 8685 122 8 0.002 0.004 0.027 0.389 7 (10C ) 8687 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(10C ) 8686 76 8 0.000 0.000 0.002 0.389 0 (10C ) 8688 -(10C ) 8686 77 8 0.002 0.004 0.023 0.389 6 (10C ) 8689 -(10C ) 8688 115 8 0.001 0.004 0.021 0.389 5 (10C ) 8690 -(10C ) 8689 91 8 0.000 0.000 0.003 0.389 1 (10C ) 8691 -(10C ) 8689 214 8 0.001 0.003 0.016 0.389 4 (10C ) 8692 -(10C ) 8691 29 8 0.000 0.000 0.003 0.389 1 (10C ) 8693 -(10C ) 8692 108 8 0.000 0.000 0.002 0.389 1 (10C ) 8694 -(10C ) 8691 210 8 0.001 0.002 0.009 0.389 2 (10C ) 8695 -(10C ) 8694 88 8 0.000 0.001 0.005 0.389 1 (10C ) 8696 -(10C ) 8695 153 8 0.000 0.001 0.003 0.389 1 (10C ) 8697 -(10C ) 8690 49 8 0.000 0.000 0.001 0.389 0 (10C ) 8698 -(10C ) 8677 168 8 0.006 0.014 0.082 0.389 21 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] Page#: 34 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (10C ) 8699 -(10C ) 8698 60 8 0.001 0.002 0.013 0.389 3 (10C ) 8700 -(10C ) 8699 365 8 0.001 0.002 0.012 0.389 3 (10C ) 8701 -(10C ) 8700 160 8 0.000 0.001 0.004 0.389 1 (10C ) 8702 -(10C ) 8701 51 8 0.000 0.000 0.001 0.389 0 (10C ) 9592 -(10C ) 8595 135 8 0.000 0.000 0.003 0.389 1 (10C ) 9749 -(10C ) 9750 211 8 0.000 0.001 0.004 0.389 1 (10C ) 9750 -(10C ) 9751 297 8 0.001 0.002 0.010 0.389 3 (10C ) 9751 -(10C ) 9752 102 8 0.001 0.002 0.012 0.389 3 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (10C ) 9752 -(10C ) 9755 200 8 0.002 0.005 0.027 0.389 7 (10C ) 9753 -(10C ) 9752 202 8 0.001 0.002 0.011 0.389 3 (10C ) 9754 -(10C ) 9753 352 8 0.000 0.001 0.007 0.389 2 (10C ) 9755 -(10C ) 9764 139 8 0.003 0.007 0.044 0.389 11 (10C ) 9756 -(10C ) 9755 158 8 0.000 0.001 0.004 0.389 1 (10C ) 9757 -(10C ) 9756 30 8 0.000 0.000 0.001 0.389 0 (10C ) 9758 -(10C ) 9755 99 8 0.001 0.002 0.010 0.389 3 (10C ) 9759 -(10C ) 9758 152 8 0.001 0.001 0.008 0.389 2 (10C ) 9760 -(10C ) 9759 198 8 0.000 0.001 0.005 0.389 1 (10C ) 9761 -(10C ) 9760 40 8 0.000 0.000 0.001 0.389 0 (10C ) 9762 -(10C ) 9763 304 8 0.000 0.001 0.006 0.389 2 (10C ) 9763 -(10C ) 9764 146 8 0.001 0.002 0.009 0.389 2 (10C ) 9764 -(10C ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 9765 184 8 0.004 0.009 0.056 0.389 14 (10C ) 9765 -(10C ) 8676 163 8 0.004 0.010 0.059 0.389 15 (10C ) 9766 -(10C ) 8675 201 8 0.001 0.002 0.011 0.389 3 (10C ) 9767 -(10C ) 9766 276 8 0.000 0.001 0.007 0.389 2 (10C ) 9768 -(10C ) 9767 67 8 0.000 0.000 0.001 0.389 0 (10C ) 9769 -(10C ) 9770 182 8 0.000 0.001 0.004 0.389 1 (10C ) 9770 -(10C ) 9771 176 8 0.000 0.001 0.007 0.389 2 (10C ) 9771 -(10C ) 9772 72 8 0.004 0.009 0.054 0.389 14 (10C ) 9772 -(10C ) 8698 82 8 0.004 0.011 0.066 0.389 17 (10C ) 9773 -(10C ) 9772 239 8 0.001 0.002 0.010 0.389 3 (10C ) 9774 -(10C ) 9773 287 8 0.000 0.001 0.006 0.389 1 (10C ) 9775 -(10C ) 9771 207 8 0.003 0.008 0.046 0.389 12 (10C ) 9776 -(10C ) 9775 73 8 0.003 0.007 0.042 0.389 11 (10C ) 9777 -(10C ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 9776 65 8 0.000 0.001 0.006 0.389 2 (10C ) 9778 -(10C ) 9785 204 8 0.000 0.001 0.007 0.389 2 (10C ) 9779 -(10C ) 9777 228 8 0.000 0.001 0.005 0.389 1 (10C ) 9780 -(10C ) 9782 363 8 0.000 0.001 0.007 0.389 2 (10C ) 9781 -(10C ) 9782 72 8 0.000 0.000 0.001 0.389 0 (10C ) 9782 -(10C ) 9786 78 8 0.001 0.002 0.010 0.389 3 (10C ) 9783 -(10C ) 9784 77 8 0.000 0.000 0.002 0.389 0 (10C ) 9784 -(10C ) 9786 148 8 0.001 0.002 0.014 0.389 4 (10C ) 9785 -(10C ) 9784 100 8 0.001 0.002 0.009 0.389 2 (10C ) 9786 -(10C ) 9787 102 8 0.002 0.004 0.026 0.389 7 (10C ) 9787 -(10C ) 9789 67 8 0.002 0.005 0.029 0.389 8 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] Page#: 35 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (10C ) 9788 -(10C ) 9787 96 8 0.000 0.000 0.002 0.389 0 (10C ) 9789 -(10C ) 9776 245 8 0.002 0.006 0.034 0.389 9 (10C ) 9918 -(10C ) 9778 168 8 0.000 0.001 0.003 0.389 1 (10C ) 9919 -(10C ) 8601 97 8 0.000 0.000 0.002 0.389 1 Basin <= 8 in $42,245.00 Basin > 8 in $0.00 Total Basin Cost: $42,245.00 (10D ) 15001 -(10D ) 8796 202 8 0.006 0.012 0.024 0.389 6 (10D ) 15004 -(10D ) 8879 109 8 0.002 0.003 0.007 0.389 2 (10D ) 15005 -(10D ) 15004 161 8 0.001 0.002 0.005 0.389 1 (10D ) 15006L -(10D ) 15005 92 8 0.000 0.001 0.002 0.389 0 (10D ) 8760 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(10D ) 8764 443 8 0.002 0.004 0.009 0.389 2 (10D ) 8761 -(10D ) 8766 251 8 0.001 0.002 0.005 0.389 1 (10D ) 8762 -(10D ) 8763 329 8 0.001 0.003 0.006 0.389 2 (10D ) 8763 -(10D ) 9016 336 8 0.007 0.014 0.028 0.389 7 (10D ) 8764 -(10D ) 8763 214 8 0.004 0.008 0.015 0.389 4 (10D ) 8765 -(10D ) 8764 129 8 0.001 0.001 0.003 0.389 1 (10D ) 8766 -(10D ) 8771 76 8 0.001 0.003 0.006 0.389 2 (10D ) 8767 -(10D ) 8768 399 8 0.002 0.004 0.008 0.389 2 (10D ) 8768 -(10D ) 8773 243 8 0.003 0.006 0.012 0.389 3 (10D ) 8769 -(10D ) 8772 210 8 0.001 0.002 0.004 0.389 1 (10D ) 8770 -(10D ) 8771 139 8 0.001 0.001 0.003 0.389 1 (10D ) 8771 -(10D ) 8772 64 8 0.002 0.005 0.010 0.389 3 (10D ) 8772 -(10D ) 8779 216 8 0.004 0.009 0.018 0.389 5 (10D ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 8773 -(10D ) 8774 148 8 0.004 0.008 0.015 0.389 4 (10D ) 8774 -(10D ) 8775 218 8 0.005 0.010 0.019 0.389 5 (10D ) 8775 -(10D ) 8776 246 8 0.006 0.012 0.024 0.389 6 (10D ) 8776 -(10D ) 8783 272 8 0.014 0.030 0.059 0.389 15 (10D ) 8777 -(10D ) 8778 204 8 0.001 0.002 0.004 0.389 1 (10D ) 8778 -(10D ) 8776 272 8 0.007 0.015 0.030 0.389 8 (10D ) 8779 -(10D ) 8778 121 8 0.005 0.010 0.021 0.389 5 (10D ) 8780 -(10D ) 8782 392 8 0.002 0.005 0.009 0.389 2 (10D ) 8781 -(10D ) 8780 96 8 0.000 0.001 0.002 0.389 0 (10D ) 8782 -(10D ) 8783 178 8 0.003 0.006 0.013 0.389 3 (10D ) 8783 -(10D ) 8784 120 8 0.018 0.037 0.074 0.389 19 (10D ) 8784 -(10D ) 8785 304 8 0.019 0.040 0.080 0.389 21 (10D ) 8785 -(10D ) 8797 269 8 0.021 0.043 0.085 0.389 22 (10D ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 8786 -(10D ) 8796 179 8 0.002 0.004 0.009 0.389 2 (10D ) 8787 -(10D ) 8786 112 8 0.001 0.003 0.006 0.389 1 (10D ) 8788 -(10D ) 8787 81 8 0.001 0.002 0.003 0.389 1 (10D ) 8789 -(10D ) 8788 95 8 0.000 0.001 0.002 0.389 0 (10D ) 8790 -(10D ) 8791 215 8 0.001 0.002 0.004 0.389 1 (10D ) 8791 -(10D ) 8792 127 8 0.002 0.003 0.007 0.389 2 (10D ) 8792 -(10D ) 8793 200 8 0.003 0.005 0.010 0.389 3 Page#: 36 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (10D ) 8793 -(10D ) 8794 289 8 0.004 0.008 0.016 0.389 4 (10D ) 8794 -(10D ) 8795 168 8 0.005 0.010 0.019 0.389 5 (10D ) 8795 -(10D ) 15001 70 8 0.005 0.010 0.020 0.389 5 (10D ) 8796 -(10D ) 8797 120 8 0.009 0.018 0.036 0.389 9 (10D ) 8797 -(10D ) 9010 136 8 0.031 0.062 0.123 0.389 32 (10D ) 8798 -(10D ) 8799 193 8 0.001 0.002 0.004 0.389 1 (10D ) 8799 -(10D ) 8800 200 8 0.002 0.004 0.008 0.389 2 (10D ) 8800 -(10D ) 8802 293 8 0.004 0.009 0.017 0.389 4 (10D ) 8801 -(10D ) 8800 221 8 0.001 0.002 0.004 0.389 1 (10D ) 8802 -(10D ) 8999 245 8 0.007 0.014 0.029 0.389 7 (10D ) 8803 -(10D ) 8802 222 8 0.002 0.003 0.007 0.389 2 (10D ) 8804 -(10D ) 8803 139 8 0.001 0.001 0.003 0.389 1 (10D ) 8805 -(10D ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 8997 315 8 0.001 0.003 0.006 0.389 2 (10D ) 8806 -(10D ) 8807 176 8 0.002 0.004 0.008 0.389 2 (10D ) 8807 -(10D ) 8813 287 8 0.008 0.016 0.032 0.389 8 (10D ) 8808 -(10D ) 8809 240 8 0.001 0.002 0.005 0.389 1 (10D ) 8809 -(10D ) 8812 103 8 0.002 0.005 0.010 0.389 2 (10D ) 8810 -(10D ) 8809 148 8 0.001 0.001 0.003 0.389 1 (10D ) 8811 -(10D ) 8812 137 8 0.001 0.001 0.003 0.389 1 (10D ) 8812 -(10D ) 8807 337 8 0.004 0.009 0.019 0.389 5 (10D ) 8813 -(10D ) 9008 191 8 0.016 0.034 0.067 0.389 17 (10D ) 8814 -(10D ) 8813 165 8 0.008 0.016 0.031 0.389 8 (10D ) 8815 -(10D ) 8814 349 8 0.007 0.014 0.028 0.389 7 (10D ) 8816 -(10D ) 8815 172 8 0.005 0.011 0.022 0.389 6 (10D ) 8817 -(10D ) 8816 184 8 0.002 0.005 0.009 0.389 2 (10D ) 8818 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(10D ) 8817 163 8 0.001 0.003 0.006 0.389 1 (10D ) 8819 -(10D ) 8818 135 8 0.001 0.001 0.003 0.389 1 (10D ) 8820 -(10D ) 8816 251 8 0.002 0.004 0.009 0.389 2 (10D ) 8821 -(10D ) 8820 214 8 0.001 0.002 0.004 0.389 1 (10D ) 8822 -(10D ) 8824 149 8 0.002 0.004 0.009 0.389 2 (10D ) 8823 -(10D ) 8822 300 8 0.001 0.003 0.006 0.389 1 (10D ) 8824 -(10D ) 8825 399 8 0.004 0.008 0.016 0.389 4 (10D ) 8825 -(10D ) 8828 200 8 0.005 0.010 0.020 0.389 5 (10D ) 8826 -(10D ) 8827 95 8 0.000 0.001 0.002 0.389 0 (10D ) 8827 -(10D ) 8830 398 8 0.002 0.005 0.010 0.389 2 (10D ) 8828 -(10D ) 8829 140 8 0.006 0.012 0.024 0.389 6 (10D ) 8828Z -(10D ) 8828 80 8 0.000 0.001 0.002 0.389 0 (10D ) 8829 -(10D ) 8830 218 8 0.007 0.014 0.028 0.389 7 (10D ) 8830 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(10D ) 8833 135 8 0.010 0.020 0.041 0.389 10 (10D ) 8831 -(10D ) 8832 222 8 0.003 0.005 0.011 0.389 3 (10D ) 8832 -(10D ) 8834 140 8 0.003 0.007 0.014 0.389 3 (10D ) 8833 -(10D ) 8834 219 8 0.011 0.022 0.045 0.389 12 (10D ) 8834 -(10D ) 8843 291 8 0.018 0.038 0.076 0.389 19 (10D ) 8837 -(10D ) 8834 196 8 0.003 0.006 0.012 0.389 3 Page#: 37 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (10D ) 8838 -(10D ) 8837 304 8 0.002 0.004 0.008 0.389 2 (10D ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 8839 -(10D ) 8838 111 8 0.001 0.001 0.002 0.389 1 (10D ) 8840 -(10D ) 8839 1 2 0.000 0.000 0.000 0.015 100 (10D ) 8841 -(10D ) 8842 101 8 0.000 0.001 0.002 0.389 1 (10D ) 8842 -(10D ) 8850 140 8 0.004 0.008 0.017 0.389 4 (10D ) 8843 -(10D ) 9492 155 8 0.023 0.048 0.097 0.389 25 (10D ) 8844 -(10D ) 8845 100 8 0.000 0.001 0.002 0.389 1 (10D ) 8845 -(10D ) 8846 110 8 0.029 0.060 0.121 0.389 31 (10D ) 8846 -(10D ) 8847 111 8 0.030 0.061 0.123 0.389 32 (10D ) 8847 -(10D ) 8851 110 8 0.031 0.063 0.125 0.389 32 (10D ) 8848 -(10D ) 8845 142 8 0.002 0.004 0.008 0.389 2 (10D ) 8849 -(10D ) 8842 348 8 0.003 0.006 0.012 0.389 3 (10D ) 8850 -(10D ) 8843 63 8 0.004 0.009 0.018 0.389 5 (10D ) 8851 -(10D ) 8852 169 8 0.037 0.076 0.152 0.389 39 (10D ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 8852 -(10D ) 8853 107 8 0.038 0.077 0.154 0.389 40 (10D ) 8853 -(10D ) 8854 258 8 0.039 0.080 0.159 0.389 41 (10D ) 8854 -(10D ) 8855 181 8 0.040 0.082 0.162 0.389 42 (10D ) 8855 -(10D ) 8856 295 8 0.063 0.128 0.255 0.389 66 (10D ) 8856 -(10D ) 8863 142 8 0.067 0.136 0.271 0.389 70 (10D ) 8857 -(10D ) 8856 421 8 0.003 0.007 0.013 0.389 3 (10D ) 8858 -(10D ) 8857 260 8 0.001 0.002 0.005 0.389 1 (10D ) 8859 -(10D ) 8849 290 8 0.001 0.003 0.006 0.389 1 (10D ) 8860 -(10D ) 8848 260 8 0.001 0.002 0.005 0.389 1 (10D ) 8861 -(10D ) 8855 345 8 0.022 0.044 0.088 0.389 23 (10D ) 8862 -(10D ) 8869 399 8 0.005 0.011 0.023 0.389 6 (10D ) 8863 -(10D ) 8869 84 8 0.071 0.143 0.285 0.389 73 (10D ) 8864 -(10D ) 8865 143 8 0.040 0.080 0.159 0.389 41 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (10D ) 8865 -(10D ) 8872 362 8 0.042 0.083 0.166 0.389 43 (10D ) 8866 -(10D ) 8982 250 8 0.056 0.112 0.222 0.389 57 (10D ) 8867 -(10D ) 8866 203 8 0.015 0.030 0.059 0.389 15 (10D ) 8868 -(10D ) 8867 352 8 0.014 0.028 0.055 0.389 14 (10D ) 8869 -(10D ) 8864 132 8 0.039 0.079 0.156 0.389 40 (10D ) 8869 -(10D ) 8866 251 8 0.040 0.080 0.158 0.389 41 (10D ) 8870 -(10D ) 8871 329 8 0.007 0.015 0.029 0.389 8 (10D ) 8871 -(10D ) 8872 21 8 0.007 0.015 0.030 0.389 8 (10D ) 8872 -(10D ) 8878 255 8 0.051 0.101 0.199 0.389 51 (10D ) 8873 -(10D ) 8876 202 8 0.001 0.002 0.004 0.389 1 (10D ) 8874 -(10D ) 8875 121 8 0.001 0.001 0.002 0.389 1 (10D ) 8875 -(10D ) 8876 193 8 0.001 0.003 0.006 0.389 2 (10D ) 8876 -(10D ) 8877 179 8 0.003 0.007 0.013 0.389 3 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (10D ) 8877 -(10D ) 8870 296 8 0.005 0.011 0.023 0.389 6 (10D ) 8878 -(10D ) 8964 366 8 0.053 0.104 0.206 0.389 53 (10D ) 8879 -(10D ) 8880 269 8 0.003 0.006 0.012 0.389 3 (10D ) 8880 -(10D ) 8881 348 8 0.004 0.009 0.019 0.389 5 (10D ) 8881 -(10D ) 8904 474 8 0.014 0.029 0.058 0.389 15 Page#: 38 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (10D ) 8882 -(10D ) 8881 194 8 0.007 0.015 0.030 0.389 8 (10D ) 8883 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(10D ) 8882 247 8 0.003 0.006 0.012 0.389 3 (10D ) 8884 -(10D ) 8883 166 8 0.002 0.003 0.007 0.389 2 (10D ) 8885 -(10D ) 8884 199 8 0.001 0.002 0.004 0.389 1 (10D ) 8886 -(10D ) 8906 374 10 0.205 0.403 0.797 1.114 72 (10D ) 8887 -(10D ) 8907 284 8 0.003 0.007 0.013 0.389 3 (10D ) 8888 -(10D ) 8887 400 8 0.002 0.004 0.008 0.389 2 (10D ) 8889 -(10D ) 8890 157 10 0.201 0.396 0.785 0.998 79 (10D ) 8890 -(10D ) 8886 303 10 0.203 0.399 0.790 1.320 60 (10D ) 8891 -(10D ) 8882 203 8 0.003 0.007 0.014 0.389 4 (10D ) 8892 -(10D ) 8891 264 8 0.003 0.005 0.010 0.389 3 (10D ) 8893 -(10D ) 8892 275 8 0.001 0.003 0.005 0.389 1 (10D ) 8902 -(10D ) 8903 66 8 0.000 0.001 0.001 0.389 0 (10D ) 8903 -(10D ) 8904 97 8 0.001 0.002 0.003 0.389 1 (10D ) 8904 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(10D ) 8905 83 8 0.015 0.031 0.062 0.389 16 (10D ) 8905 -(10D ) 8908 105 10 0.222 0.437 0.865 1.141 76 (10D ) 8906 -(10D ) 8905 227 10 0.206 0.405 0.802 0.869 92 (10D ) 8907 -(10D ) 8908 306 8 0.005 0.009 0.019 0.389 5 (10D ) 8908 -(10D ) 8913 113 8 0.227 0.448 0.886 0.682 130 10 8,023 (10D ) 8911 -(10E ) 8923 488 10 0.234 0.460 0.908 1.258 72 (10D ) 8912 -(10D ) 8911 378 10 0.231 0.455 0.900 1.218 74 (10D ) 8913 -(10D ) 8912 434 10 0.229 0.452 0.894 1.390 64 (10D ) 8961 -(10D ) 8962 298 8 0.001 0.003 0.006 0.389 1 (10D ) 8962 -(10D ) 8967 227 8 0.002 0.005 0.010 0.389 3 (10D ) 8963 -(10D ) 8889 142 10 0.201 0.395 0.782 1.998 39 (10D ) 8964 -(10D ) 8963 77 10 0.200 0.393 0.779 1.362 57 (10D ) 8965 -(10D ) 8966 197 8 0.001 0.002 0.004 0.389 1 (10D ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 8966 -(10D ) 8967 201 8 0.002 0.004 0.008 0.389 2 (10D ) 8967 -(10D ) 8981 100 8 0.005 0.010 0.020 0.389 5 (10D ) 8968 -(10D ) 8964 246 8 0.070 0.139 0.275 0.389 71 (10D ) 8969 -(10D ) 8971 52 8 0.068 0.134 0.266 0.389 68 (10D ) 8970 -(10D ) 8969 78 8 0.067 0.133 0.265 0.389 68 (10D ) 8971 -(10D ) 8968 107 8 0.069 0.136 0.270 0.389 70 (10D ) 8972 -(10D ) 8970 228 8 0.001 0.002 0.004 0.389 1 (10D ) 8973 -(10D ) 8981 33 8 0.069 0.139 0.274 0.389 71 (10D ) 8974 -(10D ) 8978 127 8 0.069 0.137 0.272 0.389 70 (10D ) 8975 -(10D ) 8974 235 8 0.004 0.009 0.018 0.389 5 (10D ) 8976 -(10D ) 8975 325 8 0.003 0.007 0.014 0.389 4 (10D ) 8977 -(10D ) 8982 338 8 0.006 0.012 0.023 0.389 6 (10D ) 8978 -(10D ) 8979 12 8 0.069 0.137 0.272 0.389 70 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (10D ) 8979 -(10D ) 8973 97 8 0.069 0.138 0.274 0.389 70 (10D ) 8980 -(10D ) 8971 143 8 0.001 0.001 0.003 0.389 1 (10D ) 8981 -(10D ) 8964 150 8 0.075 0.150 0.296 0.389 76 (10D ) 8982 -(10D ) 8974 325 8 0.063 0.127 0.251 0.389 65 Page#: 39 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (10D ) 8983 -(10D ) 8994 192 8 0.002 0.003 0.007 0.389 2 (10D ) 8984 -(10D ) 8983 151 8 0.001 0.001 0.003 0.389 1 (10D ) 8985 -(10D ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 8986 83 8 0.000 0.001 0.002 0.389 0 (10D ) 8986 -(10D ) 8987 252 8 0.001 0.003 0.006 0.389 2 (10D ) 8987 -(10D ) 8988 139 8 0.002 0.005 0.009 0.389 2 (10D ) 8988 -(10D ) 8991 61 8 0.058 0.117 0.233 0.389 60 (10D ) 8989 -(10D ) 8988 69 8 0.056 0.112 0.223 0.389 57 (10D ) 8990 -(10D ) 8989 212 8 0.055 0.111 0.221 0.389 57 (10D ) 8991 -(10D ) 8994 243 8 0.062 0.124 0.246 0.389 63 (10D ) 8992 -(10D ) 8991 355 8 0.002 0.005 0.009 0.389 2 (10D ) 8993 -(10D ) 8992 124 8 0.001 0.001 0.002 0.389 1 (10D ) 8994 -(10D ) 8970 350 8 0.066 0.131 0.259 0.389 67 (10D ) 8995 -(10D ) 8996 114 8 0.001 0.001 0.002 0.389 1 (10D ) 8996 -(10D ) 8976 283 8 0.002 0.004 0.008 0.389 2 (10D ) 8997 -(10D ) 8998 250 8 0.003 0.005 0.011 0.389 3 (10D ) 8998 -(10D ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 8977 320 8 0.004 0.008 0.017 0.389 4 (10D ) 8999 -(10D ) 9000 218 8 0.008 0.017 0.033 0.389 9 (10D ) 9000 -(10D ) 9001 90 8 0.008 0.017 0.035 0.389 9 (10D ) 9001 -(10D ) 8868 183 8 0.012 0.024 0.049 0.389 13 (10D ) 9002 -(10D ) 9001 374 8 0.002 0.005 0.011 0.389 3 (10D ) 9003 -(10D ) 9002 173 8 0.001 0.002 0.003 0.389 1 (10D ) 9004 -(10D ) 9006 281 8 0.002 0.004 0.008 0.389 2 (10D ) 9005 -(10D ) 9004 148 8 0.001 0.001 0.003 0.389 1 (10D ) 9006 -(10D ) 8862 370 8 0.004 0.008 0.015 0.389 4 (10D ) 9007 -(10D ) 8861 397 8 0.020 0.041 0.081 0.389 21 (10D ) 9008 -(10D ) 9007 344 8 0.018 0.037 0.074 0.389 19 (10D ) 9009 -(10D ) 9010 123 8 0.001 0.001 0.002 0.389 1 (10D ) 9010 -(10D ) 9011 103 8 0.032 0.064 0.127 0.389 33 (10D ) 9011 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(10D ) 9012 55 8 0.052 0.105 0.210 0.389 54 (10D ) 9012 -(10D ) 8990 382 8 0.054 0.109 0.217 0.389 56 (10D ) 9013 -(10D ) 9011 295 8 0.020 0.041 0.082 0.389 21 (10D ) 9014 -(10D ) 9013 291 8 0.019 0.038 0.076 0.389 20 (10D ) 9015 -(10D ) 9014 427 8 0.010 0.020 0.041 0.389 10 (10D ) 9016 -(10D ) 9015 253 8 0.008 0.016 0.033 0.389 8 (10D ) 9017 -(10D ) 9018 243 8 0.001 0.002 0.005 0.389 1 (10D ) 9018 -(10D ) 9020 303 8 0.002 0.005 0.011 0.389 3 (10D ) 9019 -(10D ) 9020 129 8 0.001 0.001 0.003 0.389 1 (10D ) 9020 -(10D ) 9023 196 8 0.004 0.008 0.017 0.389 4 (10D ) 9021 -(10D ) 9022 201 8 0.001 0.002 0.004 0.389 1 (10D ) 9022 -(10D ) 9014 310 8 0.007 0.015 0.030 0.389 8 (10D ) 9023 -(10D ) 9022 194 8 0.005 0.010 0.020 0.389 5 (10D ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 9024 -(10D ) 8806 252 8 0.001 0.002 0.005 0.389 1 (10D ) 9025 -(10D ) 8877 205 8 0.001 0.002 0.004 0.389 1 (10D ) 9026 -(10D ) 8851 132 8 0.006 0.012 0.024 0.389 6 Page#: 40 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (10D ) 9027 -(10D ) 9026 263 8 0.005 0.011 0.022 0.389 6 (10D ) 9028 -(10D ) 9027 295 8 0.004 0.008 0.017 0.389 4 (10D ) 9029 -(10D ) 9028 161 8 0.003 0.006 0.011 0.389 3 (10D ) 9030 -(10D ) 9029 218 8 0.002 0.004 0.008 0.389 2 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (10D ) 9031 -(10D ) 9030 100 8 0.000 0.001 0.002 0.389 1 (10D ) 9032 -(10D ) 9030 100 8 0.000 0.001 0.002 0.389 1 (10D ) 9033 -(10D ) 9034 245 8 0.001 0.002 0.005 0.389 1 (10D ) 9034 -(10D ) 8863 405 8 0.003 0.006 0.013 0.389 3 (10D ) 9035 -(10D ) 8831 197 8 0.002 0.003 0.007 0.389 2 (10D ) 9036 -(10D ) 9035 148 8 0.001 0.001 0.003 0.389 1 (10D ) 9489 -(10D ) 9490 85 8 0.000 0.001 0.002 0.389 0 (10D ) 9490 -(10D ) 9491 228 8 0.001 0.003 0.006 0.389 2 (10D ) 9491 -(10D ) 9492 178 8 0.002 0.005 0.009 0.389 2 (10D ) 9492 -(10D ) 8845 160 8 0.027 0.055 0.109 0.389 28 Basin <= 8 in $8,023.00 Basin > 8 in $0.00 Total Basin Cost: $8,023.00 (10E ) 15002 -(10E ) 8944 283 8 0.000 0.001 0.003 0.389 1 (10E ) 15003 -(10E ) 8948 205 8 0.000 0.001 0.002 0.389 1 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (10E ) 8894 -(10E ) 8895 310 8 0.000 0.001 0.003 0.389 1 (10E ) 8895 -(10E ) 8916 201 8 0.000 0.001 0.006 0.389 1 (10E ) 8896 -(10E ) 8897 93 8 0.000 0.000 0.001 0.389 0 (10E ) 8897 -(10E ) 8898 81 8 0.000 0.000 0.002 0.389 1 (10E ) 8898 -(10E ) 8920 274 8 0.001 0.003 0.011 0.389 3 (10E ) 8899 -(10E ) 8898 301 8 0.000 0.001 0.006 0.389 1 (10E ) 8900 -(10E ) 8899 103 8 0.000 0.001 0.003 0.389 1 (10E ) 8901 -(10E ) 8900 121 8 0.000 0.000 0.001 0.389 0 (10E ) 8909 -(10E ) 8910 391 8 0.009 0.027 0.094 0.389 24 (10E ) 8910 -(10E ) 8921 347 9 0.012 0.036 0.123 0.499 25 (10E ) 8914 -(10E ) 8909 300 8 0.009 0.026 0.091 0.389 23 (10E ) 8915 -(10E ) 8914 288 8 0.009 0.025 0.089 0.389 23 (10E ) 8916 -(10E ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 8917 69 8 0.001 0.002 0.006 0.389 2 (10E ) 8917 -(10E ) 8920 290 8 0.001 0.004 0.014 0.389 4 (10E ) 8918 -(10E ) 8917 160 8 0.000 0.001 0.004 0.389 1 (10E ) 8919 -(10E ) 8918 246 8 0.000 0.001 0.003 0.389 1 (10E ) 8920 -(10E ) 8927 141 8 0.002 0.007 0.025 0.389 7 (10E ) 8921 -(10E ) 8927 51 8 0.013 0.037 0.127 0.389 33 (10E ) 8922 -(10E ) 8926 20 10 0.016 0.045 0.150 5.011 3 (10E ) 8923 -(10E ) 8926 84 8 0.235 0.463 0.916 0.622 147 10 6,468 (10E ) 8924 -(10E ) 8922 35 8 0.016 0.045 0.149 5.975 2 (10E ) 8925 -(10E ) 8924 147 8 0.000 0.000 0.002 0.389 0 (10E ) 8926 -(10E ) WVLS 19 10 0.252 0.508 1.056 0.660 160 10 1,805 (10E ) 8927 -(10E ) 8924 205 8 0.016 0.044 0.148 0.389 38 (10E ) 8928 -(10E ) 8923 296 8 0.001 0.002 0.010 0.389 2 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] Page#: 41 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (10E ) 8929 -(10E ) 8928 213 8 0.001 0.002 0.006 0.389 2 (10E ) 8930 -(10E ) 8929 370 8 0.000 0.001 0.004 0.389 1 (10E ) 8931 -(10E ) 8932 241 8 0.001 0.002 0.006 0.389 2 (10E ) 8932 -(10E ) 8934 106 8 0.001 0.003 0.013 0.389 3 (10E ) 8933 -(10E ) 8910 150 8 0.003 0.008 0.030 0.389 8 (10E ) 8934 -(10E ) 8933 71 8 0.001 0.004 0.014 0.389 4 (10E ) 8935 -(10E ) 8921 326 8 0.000 0.001 0.004 0.389 1 (10E ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 8936 -(10E ) 8935 71 8 0.000 0.000 0.001 0.389 0 (10E ) 8937 -(10E ) 8931 318 8 0.000 0.001 0.004 0.389 1 (10E ) 8938 -(10E ) 8939 394 8 0.000 0.001 0.004 0.389 1 (10E ) 8939 -(10E ) 8940 364 8 0.001 0.002 0.008 0.389 2 (10E ) 8940 -(10E ) 8943 401 8 0.001 0.003 0.013 0.389 3 (10E ) 8941 -(10E ) 8942 152 8 0.000 0.000 0.002 0.389 0 (10E ) 8942 -(10E ) 8932 401 8 0.000 0.002 0.006 0.389 2 (10E ) 8943 -(10E ) 8933 201 8 0.001 0.004 0.015 0.389 4 (10E ) 8944 -(10E ) 8945 277 8 0.006 0.018 0.065 0.389 17 (10E ) 8945 -(10E ) 8915 278 8 0.008 0.022 0.079 0.389 20 (10E ) 8946 -(10E ) 8945 220 8 0.001 0.003 0.011 0.389 3 (10E ) 8947 -(10E ) 8946 273 8 0.001 0.002 0.009 0.389 2 (10E ) 8948 -(10E ) 8947 276 8 0.000 0.002 0.006 0.389 2 (10E ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 8949 -(10E ) 8948 67 8 0.000 0.000 0.001 0.389 0 (10E ) 8950 -(10E ) 8944 64 8 0.006 0.017 0.060 0.389 15 (10E ) 8951 -(10E ) 8950 240 8 0.006 0.017 0.059 0.389 15 (10E ) 8952 -(10E ) 8951 272 8 0.006 0.016 0.058 0.389 15 (10E ) 8953 -(10E ) 8952 260 8 0.005 0.015 0.055 0.389 14 (10E ) 8954 -(10E ) 8953 169 8 0.005 0.014 0.053 0.389 14 (10E ) 8955 -(10E ) 8954 299 8 0.005 0.014 0.051 0.389 13 (10E ) 8956 -(10E ) 9042 280 8 0.001 0.003 0.012 0.389 3 (10E ) 8957 -(10E ) 8956 390 8 0.001 0.003 0.010 0.389 2 (10E ) 8958 -(10E ) 8957 508 8 0.000 0.001 0.006 0.389 1 (10E ) 8959 -(10E ) 8915 392 8 0.001 0.002 0.008 0.389 2 (10E ) 8960 -(10E ) 8959 296 8 0.000 0.001 0.003 0.389 1 (10E ) 9037 -(10E ) 9038 205 8 0.000 0.001 0.002 0.389 1 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (10E ) 9038 -(10E ) 9039 400 8 0.001 0.002 0.007 0.389 2 (10E ) 9039 -(10E ) 9040 280 8 0.001 0.003 0.009 0.389 2 (10E ) 9040 -(10E ) 9041 220 8 0.001 0.003 0.012 0.389 3 (10E ) 9041 -(10E ) 9042 182 8 0.003 0.009 0.035 0.389 9 (10E ) 9042 -(10E ) 8955 121 8 0.005 0.013 0.049 0.389 12 (10E ) 9043 -(10E ) 9041 120 8 0.002 0.006 0.022 0.389 6 (10E ) 9044 -(10E ) 9043 110 8 0.002 0.005 0.021 0.389 5 (10E ) 9045 -(10E ) 9044 80 8 0.002 0.005 0.019 0.389 5 (10E ) 9046 -(10E ) 9045 149 8 0.000 0.000 0.002 0.389 0 (10E ) 9047 -(10E ) 9045 115 8 0.002 0.005 0.017 0.389 4 (10E ) 9048 -(10E ) 9047 285 8 0.001 0.004 0.016 0.586 3 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] Page#: 42 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (10E ) 9049 -(10E ) 9048 178 8 0.001 0.003 0.013 0.389 3 (10E ) 9050 -(10E ) 9049 210 8 0.000 0.001 0.002 0.389 1 (10E ) 9051 -(10E ) 9049 180 8 0.001 0.002 0.009 0.389 2 (10E ) 9052 -(10E ) 9051 285 8 0.001 0.002 0.007 0.389 2 (10E ) 9053 -(10E ) 9052 350 8 0.000 0.001 0.004 0.389 1 (10E ) WVLS -(10B ) 7245 1 10 0.252 0.508 1.056 0.039 100 0 0 Basin <= 8 in $6,468.00 Basin > 8 in $1,805.00 Total Basin Cost: $8,273.00 (11 ) 15024 -(11 ) 7342 53 8 0.001 0.001 0.002 0.389 1 (11 ) 15026 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(11 ) 9229 32 8 0.001 0.003 0.006 0.389 2 (11 ) 15027 -(11 ) 9247 105 8 0.001 0.002 0.004 0.389 1 (11 ) 15029 -(11 ) 9211 15 8 0.018 0.041 0.075 0.389 19 (11 ) 15030 -(11 ) 2358 164 8 0.001 0.001 0.003 0.389 1 (11 ) 15032 -(11 ) 9193 137 8 0.001 0.003 0.006 0.389 1 (11 ) 15033 -(11 ) 9122 30 8 0.003 0.008 0.014 0.389 4 (11 ) 15034 -(11 ) 9067 183 8 0.020 0.044 0.078 0.389 20 (11 ) 15035 -(11 ) 15034 151 8 0.000 0.001 0.001 0.389 0 (11 ) 15036 -(11 ) 9065 203 8 0.054 0.114 0.203 0.389 52 (11 ) 15037 -(11 ) 6983 100 28 1.421 2.767 6.217 10.106 62 (11 ) 15038T -(11 ) 9063 184 15 0.006 0.014 0.026 0.114 23 (11 ) 15039 -(11 ) 7263 173 8 0.000 0.001 0.002 0.389 1 (11 ) 15040 -(11 ) 9467 142 6 0.000 0.001 0.001 0.222 0 (11 ) 15041 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(11 ) 9399 191 6 0.000 0.001 0.001 0.222 1 (11 ) 15042 -(11 ) 6974 7 8 0.000 0.001 0.002 0.389 0 (11 ) 15043 -(11 ) 7281 300 6 0.000 0.001 0.002 0.222 1 (11 ) 15044 -(11 ) 7281 75 8 0.001 0.002 0.003 0.389 1 (11 ) 15045 -(11 ) 15044 358 8 0.000 0.001 0.002 0.389 1 (11 ) 15046 -(11 ) 15042 218 8 0.000 0.001 0.001 0.389 0 (11 ) 15066 -(11 ) 9112 100 8 0.000 0.000 0.001 0.389 0 (11 ) 15067 -(11 ) 9365 100 8 0.000 0.000 0.001 0.389 0 (11 ) 15068 -(11 ) 9227 40 8 0.001 0.002 0.004 0.389 1 (11 ) 15069 -(11 ) 7316 116 8 0.000 0.001 0.002 0.389 0 (11 ) 15070 -(11 ) 15039 150 8 0.000 0.001 0.001 0.389 0 (11 ) 15071 -(11 ) 9105 145 8 0.027 0.058 0.104 0.788 13 (11 ) 15072 -(11 ) 15073 52 8 0.000 0.000 0.000 0.389 0 (11 ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 15073 -(11 ) 2460 161 8 0.001 0.002 0.004 0.389 1 (11 ) 15074 -(11 ) 6985 55 8 0.000 0.000 0.000 0.389 0 (11 ) 15075 -(11 ) 2360 52 8 0.001 0.001 0.003 0.389 1 (11 ) 15076 -(11 ) 2360 237 6 0.001 0.002 0.004 0.222 2 (11 ) 15077 -(11 ) 15075 347 8 0.000 0.001 0.002 0.389 1 (11 ) 15080 -(11 ) 9395 33 8 0.000 0.001 0.002 0.389 0 (11 ) 15081 -(11 ) 9448 102 8 0.001 0.003 0.006 0.389 2 (11 ) 2306 -(11 ) 2308 175 8 0.000 0.001 0.001 0.389 0 Page#: 43 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (11 ) 2307 -(11 ) 2308 300 8 0.000 0.001 0.002 0.389 1 (11 ) 2308 -(11 ) 2310 250 6 0.001 0.003 0.006 0.222 3 (11 ) 2309 -(11 ) 2308 250 8 0.000 0.001 0.002 0.389 0 (11 ) 2310 -(11 ) 6975 497 8 0.041 0.088 0.155 0.388 40 (11 ) 2311 -(11 ) 2310 325 8 0.000 0.001 0.002 0.389 1 (11 ) 2312 -(11 ) 2313 343 6 0.000 0.001 0.002 0.222 1 (11 ) 2313 -(11 ) 2310 499 8 0.038 0.081 0.144 0.558 26 (11 ) 2314 -(11 ) 2315 225 8 0.000 0.001 0.002 0.389 0 (11 ) 2315 -(11 ) 2313 100 8 0.000 0.001 0.002 0.389 1 (11 ) 2316 -(11 ) 2321 402 8 0.001 0.001 0.003 0.389 1 (11 ) 2317 -(11 ) 2313 498 8 0.007 0.016 0.030 0.389 8 (11 ) 2318 -(11 ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 2317 225 8 0.000 0.001 0.002 0.389 1 (11 ) 2319 -(11 ) 2318 100 8 0.000 0.000 0.001 0.389 0 (11 ) 2320 -(11 ) 2317 250 8 0.005 0.012 0.022 0.389 6 (11 ) 2321 -(11 ) 2320 257 6 0.005 0.011 0.021 0.222 9 (11 ) 2322 -(11 ) 2321 150 8 0.000 0.001 0.002 0.389 1 (11 ) 2323 -(11 ) 2322 200 6 0.000 0.001 0.001 0.222 1 (11 ) 2324 -(11 ) 2317 424 6 0.001 0.002 0.003 0.222 1 (11 ) 2325 -(11 ) 2321 490 6 0.003 0.007 0.014 0.222 6 (11 ) 2326 -(11 ) 2743 200 8 0.001 0.002 0.003 0.389 1 (11 ) 2327 -(11 ) 2326 249 8 0.000 0.001 0.002 0.389 0 (11 ) 2328 -(11 ) 2743 100 8 0.000 0.001 0.002 0.389 0 (11 ) 2329 -(11 ) 2328 125 8 0.000 0.000 0.001 0.389 0 (11 ) 2330 -(11 ) 2325 200 8 0.001 0.003 0.006 0.389 2 (11 ) 2331 -(11 ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 2334 200 8 0.000 0.001 0.001 0.389 0 (11 ) 2332 -(11 ) 2334 200 8 0.000 0.001 0.001 0.389 0 (11 ) 2334 -(11 ) 2330 304 6 0.001 0.003 0.005 0.222 2 (11 ) 2337 -(11 ) 2340 372 8 0.026 0.058 0.104 0.332 31 (11 ) 2338 -(11 ) 2337 391 8 0.026 0.057 0.102 0.937 11 (11 ) 2339 -(11 ) 2313 72 8 0.028 0.061 0.108 0.478 23 (11 ) 2340 -(11 ) 2339 185 8 0.028 0.061 0.108 0.484 22 (11 ) 2341 -(11 ) 2338 149 8 0.025 0.056 0.099 0.342 29 (11 ) 2342 -(11 ) 2341 149 8 0.000 0.001 0.001 0.389 0 (11 ) 2343 -(11 ) 2341 150 8 0.024 0.055 0.098 0.335 29 (11 ) 2344 -(11 ) 2343 126 15 0.024 0.054 0.097 1.793 5 (11 ) 2345 -(11 ) 2344 135 10 0.023 0.053 0.094 0.614 15 (11 ) 2346 -(11 ) 2735 325 10 0.022 0.051 0.091 0.930 10 (11 ) 2347 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(11 ) 2346 249 8 0.009 0.021 0.039 0.483 8 (11 ) 2348 -(11 ) 2347 224 6 0.001 0.003 0.006 0.222 3 (11 ) 2349 -(11 ) 2348 125 8 0.000 0.000 0.001 0.389 0 (11 ) 2350 -(11 ) 2352 147 6 0.000 0.001 0.001 0.222 1 (11 ) 2351 -(11 ) 2350 61 8 0.000 0.000 0.000 0.389 0 (11 ) 2352 -(11 ) 2348 179 6 0.001 0.002 0.004 0.222 2 (11 ) 2353 -(11 ) 2352 172 6 0.000 0.001 0.001 0.222 1 Page#: 44 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (11 ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 2354 -(11 ) 2347 206 8 0.007 0.017 0.031 0.389 8 (11 ) 2355 -(11 ) 2354 285 8 0.007 0.016 0.030 0.389 8 (11 ) 2356 -(11 ) 2355 115 8 0.006 0.015 0.028 0.389 7 (11 ) 2357 -(11 ) 2356 87 8 0.005 0.012 0.023 0.389 6 (11 ) 2358 -(11 ) 2357 144 8 0.005 0.012 0.022 0.389 6 (11 ) 2359 -(11 ) 2358 102 8 0.004 0.010 0.019 0.389 5 (11 ) 2360 -(11 ) 2359 163 8 0.003 0.008 0.015 0.389 4 (11 ) 2361 -(11 ) 2356 110 6 0.001 0.002 0.004 0.222 2 (11 ) 2362 -(11 ) 2361 351 6 0.001 0.002 0.004 0.222 2 (11 ) 2362Z -(11 ) 2362 200 6 0.000 0.001 0.001 0.222 1 (11 ) 2363 -(11 ) 2359 225 8 0.001 0.002 0.003 0.478 1 (11 ) 2364 -(11 ) 2363 110 8 0.000 0.000 0.001 0.389 0 (11 ) 2365 -(11 ) 2363 160 8 0.000 0.001 0.001 0.389 0 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (11 ) 2366 -(11 ) 2367 400 8 0.001 0.001 0.003 0.389 1 (11 ) 2367 -(11 ) 2360 25 8 0.002 0.004 0.007 0.389 2 (11 ) 2368 -(11 ) 2367 255 6 0.001 0.002 0.005 0.222 2 (11 ) 2369 -(11 ) 2368 100 6 0.001 0.002 0.003 0.222 1 (11 ) 2369Z -(11 ) 2369 328 8 0.000 0.001 0.002 0.389 1 (11 ) 2370 -(11 ) 15030 135 8 0.000 0.001 0.001 0.389 0 (11 ) 2371 -(11 ) 2370 85 8 0.000 0.000 0.001 0.389 0 (11 ) 2372 -(11 ) 15076 163 6 0.000 0.001 0.002 0.222 1 (11 ) 2373 -(11 ) 2372 194 6 0.000 0.001 0.001 0.222 1 (11 ) 2375 -(11 ) 2344 250 8 0.000 0.001 0.002 0.389 0 (11 ) 2376 -(11 ) 2377 132 8 0.000 0.000 0.001 0.389 0 (11 ) 2377 -(11 ) 2340 167 8 0.001 0.002 0.003 0.389 1 (11 ) 2378 -(11 ) 2377 146 8 0.000 0.001 0.001 0.389 0 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (11 ) 2423 -(11 ) 2346 174 10 0.013 0.029 0.051 0.660 8 (11 ) 2424 -(11 ) 2452 70 8 0.011 0.026 0.046 0.389 12 (11 ) 2425 -(11 ) 2452 264 8 0.001 0.002 0.003 0.021 16 (11 ) 2426 -(11 ) 2425 70 8 0.000 0.000 0.001 0.021 4 (11 ) 2426Z -(11 ) 2426 70 8 0.000 0.000 0.000 0.389 0 (11 ) 2427 -(11 ) 2454 246 8 0.003 0.007 0.012 0.389 3 (11 ) 2429 -(11 ) 2427 186 8 0.002 0.006 0.011 0.389 3 (11 ) 2430 -(11 ) 2429 68 8 0.002 0.005 0.009 0.389 2 (11 ) 2431 -(11 ) 2430 167 8 0.001 0.002 0.003 0.389 1 (11 ) 2432 -(11 ) 2431 104 8 0.000 0.001 0.002 0.389 0 (11 ) 2433 -(11 ) 2432 165 8 0.000 0.001 0.001 0.389 0 (11 ) 2434 -(11 ) 2435 171 8 0.000 0.001 0.001 0.389 0 (11 ) 2435 -(11 ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 2454 120 8 0.001 0.002 0.003 0.389 1 (11 ) 2436 -(11 ) 2435 152 8 0.000 0.001 0.001 0.389 0 (11 ) 2437 -(11 ) 2438 207 8 0.000 0.001 0.001 0.389 0 (11 ) 2438 -(11 ) 2442 159 8 0.001 0.002 0.003 0.389 1 (11 ) 2439 -(11 ) 2438 59 8 0.000 0.000 0.000 0.389 0 (11 ) 2440 -(11 ) 2442 66 8 0.000 0.000 0.000 0.389 0 Page#: 45 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (11 ) 2441 -(11 ) 2442 60 8 0.000 0.000 0.000 0.389 0 (11 ) 2442 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(11 ) 2444 112 8 0.001 0.002 0.004 0.389 1 (11 ) 2443 -(11 ) 2444 123 8 0.000 0.000 0.001 0.389 0 (11 ) 2444 -(11 ) 2446 116 8 0.006 0.013 0.023 0.389 6 (11 ) 2445 -(11 ) 2444 125 8 0.004 0.010 0.017 0.389 4 (11 ) 2446 -(11 ) 2447 108 8 0.006 0.013 0.024 0.389 6 (11 ) 2447 -(11 ) 2424 299 8 0.007 0.016 0.028 0.389 7 (11 ) 2448 -(11 ) 2447 195 8 0.001 0.002 0.003 0.389 1 (11 ) 2449 -(11 ) 2448 71 8 0.000 0.000 0.000 0.389 0 (11 ) 2450 -(11 ) 2448 200 8 0.000 0.001 0.001 0.389 0 (11 ) 2451 -(11 ) 2424 139 8 0.004 0.010 0.018 0.389 5 (11 ) 2452 -(11 ) 2423 155 8 0.013 0.028 0.050 0.389 13 (11 ) 2453 -(11 ) 2451 116 8 0.000 0.000 0.001 0.389 0 (11 ) 2454 -(11 ) 2451 98 8 0.004 0.009 0.016 0.389 4 (11 ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 2455 -(11 ) 2454 65 8 0.000 0.000 0.000 0.389 0 (11 ) 2456 -(11 ) 2425 135 8 0.000 0.000 0.001 0.021 4 (11 ) 2457 -(11 ) 2445 355 8 0.002 0.006 0.010 0.389 3 (11 ) 2458 -(11 ) 2457 134 8 0.002 0.004 0.008 0.389 2 (11 ) 2459 -(11 ) 2458 228 8 0.002 0.004 0.007 0.389 2 (11 ) 2460 -(11 ) 2459 64 8 0.001 0.003 0.006 0.389 2 (11 ) 2461 -(11 ) 15073 208 8 0.001 0.001 0.003 0.389 1 (11 ) 2462 -(11 ) 2461 100 8 0.000 0.001 0.001 0.389 0 (11 ) 2463 -(11 ) 2462 100 8 0.000 0.000 0.001 0.389 0 (11 ) 2464 -(11 ) 2445 121 8 0.001 0.003 0.006 0.389 2 (11 ) 2465 -(11 ) 2464 412 8 0.001 0.003 0.006 0.389 1 (11 ) 2466 -(11 ) 2465 422 8 0.001 0.002 0.003 0.389 1 (11 ) 2467 -(11 ) 2430 83 8 0.001 0.003 0.006 0.389 2 (11 ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 2468 -(11 ) 2467 267 8 0.000 0.001 0.002 0.389 0 (11 ) 2469 -(11 ) 2467 178 8 0.001 0.002 0.004 0.389 1 (11 ) 2470 -(11 ) 2469 60 8 0.001 0.001 0.002 0.389 1 (11 ) 2471 -(11 ) 2470 153 8 0.000 0.001 0.002 0.389 1 (11 ) 2472 -(11 ) 2471 152 8 0.000 0.001 0.001 0.389 0 (11 ) 2716 -(11 ) 2460 49 8 0.000 0.001 0.001 0.389 0 (11 ) 2717 -(11 ) 2716 150 8 0.000 0.001 0.001 0.389 0 (11 ) 2735 -(11 ) 2345 360 10 0.023 0.052 0.094 0.641 15 (11 ) 2743 -(11 ) 2325 20 6 0.001 0.002 0.005 0.222 2 (11 ) 6973 -(19 ) 6971 158 28 1.484 2.897 6.429 8.978 72 (11 ) 6974 -(11 ) 6973 313 28 1.483 2.896 6.428 8.498 76 (11 ) 6975 -(11 ) 6974 170 28 1.482 2.894 6.425 14.343 45 (11 ) 6976 -(11 ) 6975 100 28 1.441 2.806 6.281 10.971 57 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (11 ) 6977 -(11 ) 6976 418 28 1.440 2.805 6.281 8.541 74 (11 ) 6978 -(11 ) 6977 300 28 1.439 2.804 6.278 7.297 86 (11 ) 6979 -(11 ) 6978 316 28 1.439 2.803 6.276 9.549 66 (11 ) 6980 -(11 ) 6979 80 28 1.438 2.802 6.274 11.491 55 Page#: 46 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (11 ) 6981 -(11 ) 6980 172 28 1.438 2.801 6.274 6.334 99 (11 ) 6982 -(11 ) 6981 293 28 1.437 2.801 6.272 9.119 69 (11 ) 6983 -(11 ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 6982 207 28 1.437 2.800 6.271 8.498 74 (11 ) 6984 -(11 ) 15037 230 28 1.413 2.751 6.192 7.944 78 (11 ) 6985 -(11 ) 9473 110 28 1.330 2.612 5.963 5.729 104 10 10,450 (11 ) 6986 -(11 ) 6985 411 28 1.330 2.611 5.962 8.562 70 (11 ) 6987 -(11 ) 6986 427 28 1.329 2.610 5.960 8.855 67 (11 ) 6988 -(11 ) 9094 319 28 1.337 2.623 5.981 8.937 67 (11 ) 6989 -(11 ) 6987 109 28 1.328 2.609 5.957 8.562 70 (11 ) 6990 -(11 ) 6989 495 28 1.328 2.608 5.956 8.541 70 (11 ) 6991 -(11 ) 7275 142 28 1.321 2.598 5.939 8.477 70 (11 ) 6992 -(11 ) 6991 352 24 1.320 2.597 5.938 8.953 66 (11 ) 6993 -(11 ) 6992 304 24 1.320 2.596 5.936 5.662 105 10 23,408 (11 ) 6994 -(11 ) 6993 350 24 1.319 2.595 5.934 5.662 105 10 26,950 (11 ) 6995 -(11 ) 6994 481 24 1.318 2.594 5.932 5.475 108 10 51,467 (11 ) 6996 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(11 ) 6995 327 24 1.317 2.592 5.930 5.676 104 10 23,217 (11 ) 6997 -(11 ) 6996 466 24 1.260 2.502 5.779 8.953 65 (11 ) 6998 -(11 ) 6997 236 24 1.259 2.501 5.777 8.754 66 (11 ) 6999 -(11 ) 6998 355 24 1.253 2.492 5.763 6.712 86 (11 ) 7000 -(11 ) 6999 222 24 1.252 2.491 5.761 6.006 96 (11 ) 7001 -(11 ) 7000 339 24 1.246 2.481 5.746 8.744 66 (11 ) 7002 -(11 ) 7001 307 24 1.245 2.480 5.744 6.806 84 (11 ) 7003 -(11 ) 7002 480 24 1.244 2.479 5.742 7.977 72 (11 ) 7004 -(11 ) 7005 290 8 0.001 0.002 0.004 0.389 1 (11 ) 7005 -(11 ) 7006 201 8 0.002 0.004 0.008 0.389 2 (11 ) 7006 -(11 ) 7007 232 8 0.002 0.005 0.009 0.389 2 (11 ) 7007 -(11 ) 7008 225 8 0.002 0.006 0.011 0.389 3 (11 ) 7008 -(11 ) 7009 292 8 0.004 0.009 0.017 0.389 4 (11 ) 7009 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(11 ) 7010 113 8 0.004 0.010 0.017 0.389 4 (11 ) 7010 -(11 ) 7011 342 8 0.005 0.011 0.019 0.389 5 (11 ) 7011 -(11 ) 7012 245 8 0.005 0.012 0.021 0.389 5 (11 ) 7012 -(11 ) 7016 244 8 0.006 0.013 0.024 0.389 6 (11 ) 7013 -(11 ) 7012 76 8 0.000 0.001 0.002 0.389 0 (11 ) 7014 -(11 ) 7013 96 8 0.000 0.001 0.001 0.389 0 (11 ) 7015 -(11 ) 7014 71 8 0.000 0.000 0.000 0.389 0 (11 ) 7016 -(11 ) 7017 142 8 0.006 0.014 0.025 0.389 6 (11 ) 7017 -(11 ) 7018 333 8 0.008 0.018 0.031 0.389 8 (11 ) 7018 -(11 ) 7003 117 24 1.242 2.477 5.740 8.186 70 (11 ) 7019 -(11 ) 7018 224 28 1.231 2.460 5.710 8.058 71 (11 ) 7020 -(11 ) 7019 305 28 1.230 2.459 5.709 11.866 48 (11 ) 7021 -(11 ) 7020 305 24 1.192 2.401 5.611 7.140 79 (11 ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 7022 -(11 ) 7021 305 24 1.191 2.400 5.610 8.008 70 (11 ) 7023 -(11 ) 7336 243 24 1.173 2.372 5.564 9.534 58 (11 ) 7024 -(11 ) 7023 296 24 1.151 2.341 5.511 5.925 93 Page#: 47 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (11 ) 7025 -(11 ) 7024 474 24 1.150 2.340 5.509 9.191 60 (11 ) 7026 -(11 ) 7025 464 15 0.440 1.049 2.570 3.020 85 (11 ) 7107 -(11 ) 7025 327 21 0.687 1.290 2.949 3.876 76 (11 ) 7253 -(11 ) 15037 285 8 0.007 0.015 0.028 0.389 7 (11 ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 7254 -(11 ) 7253 400 8 0.007 0.014 0.026 0.389 7 (11 ) 7255 -(11 ) 7254 280 8 0.006 0.013 0.023 0.389 6 (11 ) 7256 -(11 ) 7259 205 8 0.004 0.009 0.016 0.389 4 (11 ) 7257 -(11 ) 7255 172 8 0.005 0.012 0.022 0.389 6 (11 ) 7258 -(11 ) 7257 253 8 0.005 0.011 0.020 0.389 5 (11 ) 7259 -(11 ) 7258 255 8 0.004 0.010 0.018 0.389 5 (11 ) 7260 -(11 ) 7256 130 8 0.004 0.008 0.015 0.389 4 (11 ) 7261 -(11 ) 7260 85 8 0.003 0.008 0.014 0.389 4 (11 ) 7262 -(11 ) 7261 75 8 0.003 0.007 0.014 0.389 4 (11 ) 7263 -(11 ) 7262 199 8 0.003 0.007 0.013 0.389 3 (11 ) 7264 -(11 ) 7263 215 8 0.002 0.005 0.010 0.389 3 (11 ) 7265 -(11 ) 7264 25 8 0.002 0.005 0.009 0.389 2 (11 ) 7266 -(11 ) 7267 208 8 0.000 0.001 0.001 0.389 0 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (11 ) 7267 -(11 ) 7265 118 8 0.002 0.004 0.008 0.389 2 (11 ) 7268 -(11 ) 7267 319 8 0.001 0.003 0.006 0.389 2 (11 ) 7269 -(11 ) 7268 195 8 0.001 0.002 0.004 0.389 1 (11 ) 7270 -(11 ) 7269 108 8 0.001 0.001 0.003 0.389 1 (11 ) 7271 -(11 ) 7270 313 8 0.000 0.001 0.002 0.389 1 (11 ) 7272 -(11 ) 7273 108 8 0.000 0.000 0.001 0.389 0 (11 ) 7273 -(11 ) 7258 52 8 0.000 0.001 0.001 0.389 0 (11 ) 7274 -(11 ) 7275 232 8 0.004 0.009 0.016 0.389 4 (11 ) 7275 -(11 ) 6990 50 28 1.327 2.606 5.953 9.356 64 (11 ) 7276 -(11 ) 7274 176 8 0.003 0.007 0.013 0.389 3 (11 ) 7277 -(11 ) 7276 80 8 0.001 0.002 0.004 0.389 1 (11 ) 7278 -(11 ) 7277 362 8 0.001 0.002 0.003 0.389 1 (11 ) 7279 -(11 ) 7278 115 8 0.000 0.000 0.001 0.389 0 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (11 ) 7280 -(11 ) 7276 176 8 0.002 0.004 0.008 0.389 2 (11 ) 7281 -(11 ) 7280 342 8 0.002 0.004 0.007 0.389 2 (11 ) 7282 -(11 ) 7274 100 8 0.000 0.001 0.002 0.389 0 (11 ) 7283 -(11 ) 7282 125 8 0.000 0.000 0.001 0.389 0 (11 ) 7284 -(11 ) 7000 91 8 0.004 0.009 0.017 0.389 4 (11 ) 7285 -(11 ) 7284 242 8 0.004 0.009 0.016 0.389 4 (11 ) 7286 -(11 ) 7285 158 8 0.001 0.002 0.003 0.389 1 (11 ) 7287 -(11 ) 7286 222 8 0.001 0.001 0.003 0.389 1 (11 ) 7288 -(11 ) 7287 147 8 0.000 0.001 0.001 0.389 0 (11 ) 7289 -(11 ) 7285 41 8 0.003 0.006 0.011 0.389 3 (11 ) 7290 -(11 ) 7289 89 8 0.001 0.003 0.005 0.389 1 (11 ) 7291 -(11 ) 7290 87 8 0.001 0.002 0.004 0.389 1 (11 ) 7292 -(11 ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 7291 181 8 0.001 0.002 0.004 0.389 1 (11 ) 7293 -(11 ) 7292 152 8 0.001 0.001 0.003 0.389 1 (11 ) 7294 -(11 ) 7293 50 8 0.000 0.000 0.000 0.389 0 Page#: 48 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (11 ) 7295 -(11 ) 7293 93 8 0.000 0.001 0.001 0.389 0 (11 ) 7296 -(11 ) 7295 55 8 0.000 0.000 0.001 0.389 0 (11 ) 7297 -(11 ) 7296 53 8 0.000 0.000 0.000 0.389 0 (11 ) 7298 -(11 ) 7289 143 8 0.001 0.003 0.006 0.389 1 (11 ) 7299 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(11 ) 7298 213 8 0.001 0.003 0.005 0.389 1 (11 ) 7300 -(11 ) 7299 197 8 0.001 0.002 0.003 0.389 1 (11 ) 7301 -(11 ) 7300 76 8 0.000 0.000 0.001 0.389 0 (11 ) 7302 -(11 ) 7300 251 8 0.000 0.001 0.002 0.389 0 (11 ) 7303 -(11 ) 7020 164 8 0.026 0.057 0.102 0.837 12 (11 ) 7304 -(11 ) 7388 82 8 0.018 0.041 0.072 0.416 17 (11 ) 7305 -(11 ) 7304 246 8 0.017 0.036 0.065 1.056 6 (11 ) 7306 -(11 ) 7305 159 8 0.012 0.027 0.048 1.199 4 (11 ) 7307 -(11 ) 7306 219 8 0.002 0.004 0.007 0.389 2 (11 ) 7308 -(11 ) 7307 165 8 0.001 0.003 0.006 0.389 2 (11 ) 7309 -(11 ) 7308 205 8 0.001 0.003 0.005 0.389 1 (11 ) 7310 -(11 ) 7309 122 8 0.000 0.000 0.001 0.389 0 (11 ) 7311 -(11 ) 7309 213 8 0.001 0.001 0.003 0.389 1 (11 ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 7312 -(11 ) 7311 179 8 0.000 0.001 0.001 0.389 0 (11 ) 7313 -(11 ) 7304 168 8 0.002 0.004 0.007 0.389 2 (11 ) 7314 -(11 ) 7313 110 8 0.001 0.003 0.006 0.389 2 (11 ) 7315 -(11 ) 15069 116 8 0.000 0.000 0.001 0.389 0 (11 ) 7316 -(11 ) 7314 151 8 0.001 0.003 0.005 0.389 1 (11 ) 7317 -(11 ) 7316 175 8 0.001 0.002 0.003 0.389 1 (11 ) 7318 -(11 ) 7317 205 8 0.000 0.001 0.002 0.389 0 (11 ) 7319 -(11 ) 7318 65 8 0.000 0.000 0.000 0.389 0 (11 ) 7320 -(11 ) 7303 245 8 0.026 0.057 0.101 1.143 9 (11 ) 7321 -(11 ) 7320 150 8 0.001 0.003 0.006 0.389 2 (11 ) 7322 -(11 ) 7321 150 8 0.001 0.003 0.005 0.389 1 (11 ) 7323 -(11 ) 7322 150 8 0.001 0.002 0.004 0.389 1 (11 ) 7324 -(11 ) 7323 151 8 0.001 0.002 0.003 0.389 1 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (11 ) 7325 -(11 ) 7324 299 8 0.000 0.001 0.002 0.389 1 (11 ) 7326 -(11 ) 7336 228 8 0.011 0.026 0.047 0.633 7 (11 ) 7327 -(11 ) 7326 283 8 0.011 0.024 0.044 1.064 4 (11 ) 7328 -(11 ) 7327 166 8 0.010 0.023 0.042 0.909 5 (11 ) 7329 -(11 ) 7328 113 8 0.010 0.023 0.041 0.636 6 (11 ) 7330 -(11 ) 7329 118 8 0.009 0.021 0.039 0.622 6 (11 ) 7331 -(11 ) 7330 82 8 0.009 0.021 0.038 0.747 5 (11 ) 7332 -(11 ) 7331 123 8 0.009 0.020 0.037 1.494 2 (11 ) 7333 -(11 ) 7332 176 8 0.008 0.019 0.036 0.510 7 (11 ) 7334 -(11 ) 7335 95 8 0.006 0.015 0.027 2.301 1 (11 ) 7335 -(11 ) 7333 80 8 0.008 0.019 0.034 0.756 5 (11 ) 7336 -(11 ) 7022 136 24 1.190 2.399 5.608 13.944 40 (11 ) 7337 -(11 ) 7334 94 8 0.006 0.014 0.025 1.208 2 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (11 ) 7338 -(11 ) 7337 95 8 0.006 0.013 0.025 3.180 1 Page#: 49 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (11 ) 7339 -(11 ) 7338 160 8 0.004 0.009 0.017 0.535 3 (11 ) 7340 -(11 ) 7339 312 8 0.004 0.009 0.016 1.712 1 (11 ) 7341 -(11 ) 7340 54 8 0.003 0.007 0.013 0.389 3 (11 ) 7342 -(11 ) 7343 311 8 0.002 0.004 0.007 0.389 2 (11 ) 7343 -(11 ) 7341 177 8 0.003 0.007 0.012 0.389 3 (11 ) 7344 -(11 ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 7342 192 8 0.001 0.001 0.003 0.389 1 (11 ) 7345 -(11 ) 7344 98 8 0.000 0.001 0.001 0.389 0 (11 ) 7346 -(11 ) 7345 111 8 0.000 0.000 0.001 0.389 0 (11 ) 7347 -(11 ) 7343 144 8 0.001 0.002 0.004 0.389 1 (11 ) 7348 -(11 ) 7347 172 8 0.001 0.002 0.003 0.389 1 (11 ) 7349 -(11 ) 15024 104 8 0.000 0.001 0.002 0.389 1 (11 ) 7350 -(11 ) 7351 182 8 0.000 0.001 0.001 0.389 0 (11 ) 7351 -(11 ) 7340 100 8 0.000 0.001 0.002 0.389 0 (11 ) 7352 -(11 ) 7326 100 8 0.000 0.001 0.001 0.389 0 (11 ) 7353 -(11 ) 7352 115 8 0.000 0.000 0.001 0.389 0 (11 ) 7354 -(11 ) 7329 50 8 0.000 0.001 0.002 0.389 0 (11 ) 7355 -(11 ) 7354 230 8 0.000 0.001 0.002 0.389 0 (11 ) 7356 -(11 ) 7331 81 8 0.000 0.000 0.001 0.389 0 (11 ) 7357 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(11 ) 7333 90 8 0.000 0.000 0.001 0.389 0 (11 ) 7358 -(11 ) 7359 155 8 0.000 0.001 0.001 0.389 0 (11 ) 7359 -(11 ) 7334 25 8 0.000 0.001 0.001 0.389 0 (11 ) 7360 -(11 ) 7335 97 8 0.001 0.004 0.007 0.389 2 (11 ) 7361 -(11 ) 7360 218 8 0.000 0.001 0.001 0.389 0 (11 ) 7362 -(11 ) 7360 213 8 0.001 0.002 0.004 0.389 1 (11 ) 7363 -(11 ) 7362 337 8 0.001 0.002 0.003 0.389 1 (11 ) 7364 -(11 ) 7363 125 8 0.000 0.000 0.001 0.389 0 (11 ) 7365 -(11 ) 7332 100 8 0.000 0.000 0.001 0.389 0 (11 ) 7366 -(11 ) 7305 54 8 0.004 0.008 0.015 0.389 4 (11 ) 7367 -(11 ) 7366 100 8 0.004 0.008 0.015 0.389 4 (11 ) 7368 -(11 ) 7367 177 8 0.003 0.008 0.014 0.389 4 (11 ) 7369 -(11 ) 7368 103 8 0.003 0.006 0.011 0.389 3 (11 ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 7370 -(11 ) 7369 155 8 0.002 0.005 0.010 0.389 3 (11 ) 7371 -(11 ) 7370 400 8 0.002 0.005 0.009 0.389 2 (11 ) 7372 -(11 ) 7371 370 8 0.001 0.003 0.007 0.389 2 (11 ) 7373 -(11 ) 7372 375 8 0.001 0.002 0.004 0.389 1 (11 ) 7374 -(11 ) 7373 230 8 0.000 0.001 0.002 0.389 0 (11 ) 7375 -(11 ) 7368 142 8 0.001 0.001 0.003 0.389 1 (11 ) 7376 -(11 ) 7375 140 8 0.000 0.001 0.002 0.389 0 (11 ) 7377 -(11 ) 7376 100 8 0.000 0.000 0.001 0.389 0 (11 ) 7378 -(11 ) 7399 133 8 0.003 0.006 0.012 0.389 3 (11 ) 7379 -(11 ) 7378 75 8 0.003 0.006 0.011 0.389 3 (11 ) 7380 -(11 ) 7379 164 8 0.002 0.006 0.010 0.389 3 (11 ) 7381 -(11 ) 7380 400 8 0.002 0.005 0.009 0.389 2 (11 ) 7382 -(11 ) 7381 400 8 0.002 0.004 0.007 0.389 2 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] Page#: 50 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (11 ) 7383 -(11 ) 7382 250 8 0.001 0.002 0.004 0.389 1 (11 ) 7384 -(11 ) 7383 208 8 0.001 0.001 0.003 0.389 1 (11 ) 7385 -(11 ) 7384 184 8 0.000 0.001 0.001 0.389 0 (11 ) 7388 -(11 ) 7320 152 8 0.024 0.053 0.094 0.900 10 (11 ) 7389 -(11 ) 7388 31 8 0.005 0.012 0.021 0.389 5 (11 ) 7390 -(11 ) 7389 200 8 0.001 0.001 0.003 0.389 1 (11 ) 7391 -(11 ) 7390 194 8 0.000 0.001 0.001 0.389 0 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (11 ) 7392 -(11 ) 7389 58 8 0.005 0.010 0.018 0.389 5 (11 ) 7393 -(11 ) 7392 101 8 0.004 0.010 0.018 0.389 5 (11 ) 7394 -(11 ) 7393 53 8 0.004 0.010 0.017 0.389 4 (11 ) 7395 -(11 ) 7394 126 8 0.000 0.001 0.002 0.389 1 (11 ) 7396 -(11 ) 7395 106 8 0.000 0.001 0.001 0.389 0 (11 ) 7397 -(11 ) 7396 96 8 0.000 0.000 0.001 0.389 0 (11 ) 7398 -(11 ) 7394 164 8 0.004 0.008 0.015 0.389 4 (11 ) 7399 -(11 ) 7398 63 8 0.003 0.007 0.012 0.389 3 (11 ) 7400 -(11 ) 7398 165 8 0.000 0.001 0.002 0.389 0 (11 ) 7401 -(11 ) 7400 100 8 0.000 0.000 0.001 0.389 0 (11 ) 7402 -(11 ) 7403 240 8 0.000 0.001 0.002 0.389 0 (11 ) 7403 -(11 ) 7404 330 8 0.001 0.002 0.004 0.389 1 (11 ) 7404 -(11 ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 7407 149 8 0.001 0.003 0.005 0.389 1 (11 ) 7405 -(11 ) 7338 60 8 0.002 0.004 0.007 0.389 2 (11 ) 7406 -(11 ) 7407 180 8 0.000 0.001 0.001 0.389 0 (11 ) 7407 -(11 ) 7405 60 8 0.001 0.003 0.006 0.389 2 (11 ) 7408 -(11 ) 7349 110 8 0.000 0.000 0.001 0.389 0 (11 ) 7409 -(11 ) 7349 100 8 0.000 0.000 0.001 0.389 0 (11 ) 7410 -(11 ) 7026 72 8 0.004 0.009 0.017 0.389 4 (11 ) 7411 -(11 ) 7410 63 8 0.004 0.009 0.017 0.389 4 (11 ) 7412 -(11 ) 7411 175 8 0.004 0.009 0.016 0.389 4 (11 ) 7413 -(11 ) 7412 72 8 0.003 0.008 0.015 0.389 4 (11 ) 7414 -(11 ) 7413 72 8 0.002 0.004 0.007 0.389 2 (11 ) 7415 -(11 ) 7414 400 8 0.001 0.003 0.007 0.389 2 (11 ) 7416 -(11 ) 7415 226 8 0.001 0.002 0.004 0.389 1 (11 ) 7417 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(11 ) 7416 95 8 0.001 0.001 0.002 0.389 1 (11 ) 7418 -(11 ) 7417 256 8 0.000 0.001 0.002 0.389 0 (11 ) 7419 -(11 ) 7413 299 8 0.002 0.004 0.008 0.389 2 (11 ) 7420 -(11 ) 7419 363 8 0.001 0.003 0.006 0.389 1 (11 ) 7421 -(11 ) 7420 276 8 0.001 0.002 0.003 0.389 1 (11 ) 7422 -(11 ) 7421 226 8 0.000 0.001 0.002 0.389 0 (11 ) 8024 -(11 ) 7005 183 8 0.000 0.001 0.001 0.389 0 (11 ) 8025 -(11 ) 7005 257 8 0.000 0.001 0.002 0.389 0 (11 ) 8026 -(11 ) 7007 1 8 0.000 0.000 0.000 0.389 0 (11 ) 8027 -(11 ) 8031 135 8 0.001 0.001 0.002 0.389 1 (11 ) 8028 -(11 ) 8027 231 8 0.000 0.001 0.002 0.389 0 (11 ) 8029 -(11 ) 7004 67 8 0.000 0.001 0.002 0.389 0 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] Page#: 51 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (11 ) 8030 -(11 ) 8029 190 8 0.000 0.001 0.001 0.389 0 (11 ) 8031 -(11 ) 7008 262 8 0.001 0.002 0.004 0.389 1 (11 ) 8032 -(11 ) 7023 203 8 0.014 0.030 0.054 1.252 4 (11 ) 8033 -(11 ) 8032 400 8 0.013 0.030 0.053 0.478 11 (11 ) 8034 -(11 ) 8033 395 8 0.013 0.028 0.050 0.764 7 (11 ) 8035 -(11 ) 8034 72 8 0.012 0.027 0.048 1.341 4 (11 ) 8036 -(11 ) 8035 186 8 0.012 0.027 0.048 0.329 14 (11 ) 8037 -(11 ) 8036 178 8 0.011 0.026 0.046 0.647 7 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (11 ) 8038 -(11 ) 8039 134 8 0.000 0.000 0.001 0.389 0 (11 ) 8039 -(11 ) 7107 275 8 0.001 0.001 0.003 0.389 1 (11 ) 8040 -(11 ) 8037 145 8 0.011 0.025 0.045 1.195 4 (11 ) 8041 -(11 ) 8040 130 8 0.011 0.025 0.045 0.714 6 (11 ) 8042 -(11 ) 8041 189 8 0.011 0.024 0.044 0.974 4 (11 ) 8043 -(11 ) 8044 93 8 0.003 0.008 0.015 1.287 1 (11 ) 8044 -(11 ) 8045 400 8 0.004 0.010 0.017 0.513 3 (11 ) 8045 -(11 ) 8051 302 8 0.005 0.011 0.019 0.916 2 (11 ) 8046 -(11 ) 8042 66 8 0.010 0.024 0.043 0.389 11 (11 ) 8047 -(11 ) 8046 240 8 0.001 0.002 0.004 0.389 1 (11 ) 8048 -(11 ) 8047 76 8 0.001 0.001 0.003 0.389 1 (11 ) 8049 -(11 ) 8070 196 8 0.000 0.001 0.001 0.389 0 (11 ) 8050 -(11 ) 8046 213 8 0.009 0.021 0.038 0.919 4 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (11 ) 8051 -(11 ) 8050 360 8 0.005 0.012 0.021 0.478 4 (11 ) 8052 -(11 ) 8053 180 8 0.000 0.001 0.001 0.389 0 (11 ) 8053 -(11 ) 8050 222 8 0.004 0.008 0.015 0.389 4 (11 ) 8054 -(11 ) 8053 400 8 0.003 0.007 0.013 0.389 3 (11 ) 8055 -(11 ) 8054 171 8 0.002 0.006 0.010 0.389 3 (11 ) 8056 -(11 ) 8055 116 8 0.002 0.005 0.009 0.389 2 (11 ) 8057 -(11 ) 8056 23 8 0.001 0.002 0.004 0.389 1 (11 ) 8058 -(11 ) 8056 100 8 0.001 0.002 0.004 0.389 1 (11 ) 8059 -(11 ) 8058 300 8 0.001 0.002 0.004 0.389 1 (11 ) 8060 -(11 ) 8059 80 8 0.000 0.001 0.002 0.389 0 (11 ) 8061 -(11 ) 8060 90 8 0.000 0.001 0.001 0.389 0 (11 ) 8062 -(11 ) 8061 100 8 0.000 0.000 0.001 0.389 0 (11 ) 8063 -(11 ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 8064 55 8 0.000 0.000 0.000 0.389 0 (11 ) 8064 -(11 ) 8057 92 8 0.000 0.001 0.001 0.389 0 (11 ) 8065 -(11 ) 8057 170 8 0.001 0.002 0.003 0.389 1 (11 ) 8066 -(11 ) 8065 95 8 0.000 0.001 0.002 0.389 0 (11 ) 8067 -(11 ) 8066 165 8 0.000 0.001 0.001 0.389 0 (11 ) 8068 -(11 ) 8048 31 8 0.000 0.001 0.002 0.389 1 (11 ) 8069 -(11 ) 8068 50 8 0.000 0.001 0.002 0.389 1 (11 ) 8070 -(11 ) 8069 49 8 0.000 0.001 0.002 0.389 0 (11 ) 8071 -(11 ) 8043 199 8 0.003 0.008 0.014 1.020 1 (11 ) 8072 -(11 ) 8071 308 8 0.003 0.007 0.013 1.169 1 (11 ) 8073 -(11 ) 8072 161 8 0.002 0.006 0.011 1.450 1 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] Page#: 52 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (11 ) 8074 -(11 ) 8073 232 8 0.002 0.005 0.010 1.714 1 (11 ) 8075 -(11 ) 8074 211 8 0.002 0.005 0.009 1.523 1 (11 ) 8076 -(11 ) 8075 105 8 0.002 0.004 0.007 3.017 0 (11 ) 8077 -(11 ) 8076 353 8 0.000 0.001 0.002 0.389 1 (11 ) 8078 -(11 ) 8076 118 8 0.001 0.002 0.004 0.389 1 (11 ) 8079 -(11 ) 8078 291 8 0.001 0.002 0.003 0.389 1 (11 ) 8080 -(11 ) 8079 212 8 0.000 0.001 0.001 0.389 0 (11 ) 8757 -(11 ) 7017 75 8 0.001 0.002 0.005 0.389 1 (11 ) 8758 -(11 ) 8757 325 8 0.001 0.002 0.004 0.389 1 (11 ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 8759 -(11 ) 8758 300 8 0.000 0.001 0.002 0.389 1 (11 ) 9062 -(11 ) 6981 58 8 0.000 0.000 0.000 0.389 0 (11 ) 9062 -(11 ) 15038T 140 15 0.000 0.000 0.001 0.114 1 (11 ) 9063 -(11 ) 9369 31 15 0.013 0.028 0.050 0.114 44 (11 ) 9064 -(11 ) 6983 12 12 0.015 0.032 0.056 13.548 0 (11 ) 9065 -(11 ) 9097 135 8 0.054 0.115 0.204 0.389 52 (11 ) 9066 -(11 ) 15036 31 8 0.054 0.113 0.201 0.389 52 (11 ) 9067 -(11 ) 9066 76 8 0.020 0.044 0.079 0.389 20 (11 ) 9068 -(11 ) 15034 69 8 0.019 0.043 0.076 0.695 11 (11 ) 9069 -(11 ) 9068 237 8 0.005 0.011 0.019 0.389 5 (11 ) 9070 -(11 ) 9069 123 8 0.004 0.010 0.017 0.389 4 (11 ) 9071 -(11 ) 9070 344 8 0.004 0.009 0.017 0.389 4 (11 ) 9072 -(11 ) 9071 439 8 0.004 0.008 0.014 0.389 4 (11 ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 9073 -(11 ) 9072 86 8 0.003 0.007 0.012 0.389 3 (11 ) 9074 -(11 ) 9073 76 8 0.003 0.006 0.011 0.389 3 (11 ) 9075 -(11 ) 9074 377 8 0.003 0.006 0.011 0.389 3 (11 ) 9076 -(11 ) 9075 244 8 0.002 0.005 0.008 0.389 2 (11 ) 9077 -(11 ) 9076 230 8 0.002 0.004 0.007 0.389 2 (11 ) 9078 -(11 ) 9833 14 8 0.001 0.001 0.003 0.389 1 (11 ) 9079 -(11 ) 9078 358 8 0.000 0.001 0.002 0.389 1 (11 ) 9080 -(11 ) 9085 195 8 0.005 0.011 0.019 0.389 5 (11 ) 9081 -(11 ) 9080 122 8 0.005 0.010 0.018 0.389 5 (11 ) 9082 -(11 ) 9081 26 8 0.004 0.009 0.016 0.389 4 (11 ) 9083 -(11 ) 9082 94 8 0.004 0.009 0.015 0.389 4 (11 ) 9084 -(11 ) 6998 59 8 0.003 0.008 0.014 0.389 4 (11 ) 9084 -(11 ) 9083 203 8 0.004 0.008 0.015 0.389 4 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (11 ) 9085 -(11 ) 9832 35 8 0.040 0.088 0.158 0.389 41 (11 ) 9086 -(11 ) 9084 404 8 0.007 0.015 0.027 0.389 7 (11 ) 9087 -(11 ) 9086 365 8 0.006 0.014 0.025 0.389 6 (11 ) 9088 -(11 ) 9087 335 8 0.005 0.011 0.021 0.389 5 (11 ) 9089 -(11 ) 9088 387 8 0.003 0.008 0.014 0.389 4 (11 ) 9090 -(11 ) 9091 85 8 0.000 0.000 0.001 0.389 0 (11 ) 9091 -(11 ) 9092 122 8 0.000 0.001 0.001 0.389 0 (11 ) 9092 -(11 ) 9093 379 10 0.001 0.002 0.004 0.388 1 (11 ) 9093 -(11 ) 9064 164 12 0.001 0.003 0.005 1.089 0 Page#: 53 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (11 ) 9094 -(11 ) 6984 143 28 1.413 2.751 6.190 7.639 81 (11 ) 9095 -(11 ) 9094 78 8 0.061 0.128 0.227 0.389 58 (11 ) 9096 -(11 ) 9095 288 8 0.061 0.127 0.226 0.389 58 (11 ) 9097 -(11 ) 9096 133 8 0.060 0.126 0.224 0.389 58 (11 ) 9102 -(11 ) 9077 280 8 0.001 0.003 0.006 0.389 1 (11 ) 9103 -(11 ) 9066 241 8 0.033 0.069 0.124 0.960 13 (11 ) 9104 -(11 ) 9103 346 8 0.032 0.068 0.122 0.478 26 (11 ) 9105 -(11 ) 9104 171 8 0.030 0.066 0.117 0.576 20 (11 ) 9106 -(11 ) 15071 54 8 0.026 0.058 0.103 0.423 24 (11 ) 9107 -(11 ) 9106 267 8 0.026 0.057 0.101 0.605 17 (11 ) 9108 -(11 ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 9107 170 8 0.025 0.056 0.100 0.395 25 (11 ) 9109 -(11 ) 9108 310 8 0.025 0.055 0.099 0.395 25 (11 ) 9110 -(11 ) 9106 290 8 0.000 0.001 0.002 1.283 0 (11 ) 9111 -(11 ) 9105 384 8 0.003 0.007 0.012 0.873 1 (11 ) 9112 -(11 ) 9104 346 8 0.001 0.002 0.003 1.289 0 (11 ) 9113 -(11 ) 9167 165 8 0.023 0.052 0.093 0.394 24 (11 ) 9114 -(11 ) 9165 271 8 0.022 0.049 0.089 0.425 21 (11 ) 9115 -(11 ) 9114 359 8 0.021 0.049 0.087 0.377 23 (11 ) 9116 -(11 ) 9115 363 8 0.018 0.041 0.074 0.349 21 (11 ) 9117 -(11 ) 9149 194 8 0.014 0.033 0.059 0.336 18 (11 ) 9118 -(11 ) 9153 28 8 0.011 0.026 0.048 1.555 3 (11 ) 9119 -(11 ) 9183 197 8 0.007 0.017 0.030 6.534 0 (11 ) 9120 -(11 ) 9119 365 8 0.007 0.016 0.029 0.605 5 (11 ) 9121 -(11 ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 9463 392 8 0.004 0.010 0.018 1.234 1 (11 ) 9122 -(11 ) 9121 230 8 0.004 0.009 0.015 1.849 1 (11 ) 9123 -(11 ) 9115 200 8 0.003 0.006 0.011 0.389 3 (11 ) 9124 -(11 ) 9123 297 8 0.002 0.005 0.010 0.389 3 (11 ) 9125 -(11 ) 9124 119 8 0.002 0.004 0.008 0.389 2 (11 ) 9126 -(11 ) 9125 180 8 0.002 0.004 0.007 0.389 2 (11 ) 9127 -(11 ) 9097 359 8 0.005 0.011 0.020 0.389 5 (11 ) 9128 -(11 ) 9127 187 8 0.003 0.006 0.012 0.389 3 (11 ) 9129 -(11 ) 9128 98 8 0.001 0.003 0.006 0.389 2 (11 ) 9130 -(11 ) 9128 300 8 0.001 0.003 0.005 0.389 1 (11 ) 9131 -(11 ) 9130 219 8 0.001 0.001 0.003 0.389 1 (11 ) 9132 -(11 ) 9131 105 8 0.000 0.000 0.001 0.389 0 (11 ) 9133 -(11 ) 9131 93 8 0.000 0.000 0.001 0.389 0 (11 ) 9134 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(11 ) 9135 97 8 0.000 0.000 0.001 0.389 0 (11 ) 9135 -(11 ) 9136 35 8 0.000 0.000 0.001 0.389 0 (11 ) 9136 -(11 ) 9127 149 8 0.001 0.003 0.007 0.389 2 (11 ) 9137 -(11 ) 9136 416 8 0.001 0.002 0.005 0.389 1 (11 ) 9138 -(11 ) 9137 87 8 0.000 0.001 0.002 0.389 0 (11 ) 9139 -(11 ) 9138 100 8 0.000 0.000 0.001 0.389 0 (11 ) 9140 -(11 ) 9138 93 8 0.000 0.000 0.001 0.389 0 (11 ) 9141 -(11 ) 9129 63 8 0.001 0.003 0.005 0.389 1 (11 ) 9142 -(11 ) 9141 272 6 0.001 0.003 0.005 0.222 2 Page#: 54 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (11 ) 9143 -(11 ) 9142 220 6 0.001 0.002 0.003 0.222 1 (11 ) 9144 -(11 ) 9143 45 6 0.000 0.001 0.002 0.222 1 (11 ) 9145 -(11 ) 9144 190 6 0.000 0.001 0.001 0.222 1 (11 ) 9146 -(11 ) 9116 301 8 0.001 0.003 0.006 0.389 2 (11 ) 9147 -(11 ) 9146 285 8 0.001 0.002 0.004 0.389 1 (11 ) 9148 -(11 ) 9147 355 8 0.000 0.001 0.002 0.389 1 (11 ) 9149 -(11 ) 9453 206 8 0.016 0.036 0.065 0.340 19 (11 ) 9150 -(11 ) 9149 400 8 0.001 0.003 0.005 0.389 1 (11 ) 9151 -(11 ) 9150 219 8 0.000 0.001 0.002 0.389 1 (11 ) 9152 -(11 ) 9151 137 8 0.000 0.000 0.001 0.389 0 (11 ) 9153 -(11 ) 9117 112 8 0.014 0.032 0.058 0.571 10 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (11 ) 9154 -(11 ) 9153 171 8 0.002 0.005 0.010 0.389 3 (11 ) 9155 -(11 ) 9154 278 8 0.002 0.005 0.009 0.389 2 (11 ) 9156 -(11 ) 9155 136 8 0.002 0.004 0.007 0.389 2 (11 ) 9157 -(11 ) 9156 157 8 0.001 0.002 0.003 0.389 1 (11 ) 9158 -(11 ) 9164 21 8 0.000 0.001 0.001 0.389 0 (11 ) 9159 -(11 ) 9158 155 8 0.000 0.001 0.001 0.389 0 (11 ) 9160 -(11 ) 9161 114 8 0.000 0.000 0.001 0.389 0 (11 ) 9161 -(11 ) 9162 114 8 0.000 0.001 0.002 0.389 0 (11 ) 9162 -(11 ) 9156 173 8 0.001 0.001 0.003 0.389 1 (11 ) 9163 -(11 ) 9157 120 8 0.001 0.001 0.002 0.389 1 (11 ) 9164 -(11 ) 9163 48 8 0.000 0.001 0.001 0.389 0 (11 ) 9165 -(11 ) 9113 79 8 0.023 0.051 0.092 0.170 54 (11 ) 9166 -(11 ) 9165 380 8 0.001 0.001 0.003 0.389 1 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (11 ) 9167 -(11 ) 9109 249 8 0.024 0.054 0.097 0.395 24 (11 ) 9168 -(11 ) 9167 155 8 0.001 0.001 0.002 0.389 1 (11 ) 9169 -(11 ) 9168 216 8 0.000 0.001 0.001 0.389 0 (11 ) 9170 -(11 ) 9126 223 8 0.001 0.003 0.006 0.389 2 (11 ) 9171 -(11 ) 9170 369 8 0.001 0.002 0.005 0.389 1 (11 ) 9172 -(11 ) 9171 327 8 0.000 0.001 0.002 0.389 1 (11 ) 9173 -(11 ) 9118 400 8 0.001 0.003 0.005 0.389 1 (11 ) 9174 -(11 ) 9173 365 8 0.001 0.001 0.002 0.389 1 (11 ) 9175 -(11 ) 9176 145 8 0.000 0.001 0.001 0.389 0 (11 ) 9176 -(11 ) 9177 75 8 0.001 0.003 0.005 0.389 1 (11 ) 9177 -(11 ) 9178 92 8 0.001 0.003 0.005 0.389 1 (11 ) 9178 -(11 ) 9179 126 8 0.001 0.003 0.006 0.389 2 (11 ) 9179 -(11 ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 9180 104 8 0.002 0.004 0.007 0.389 2 (11 ) 9180 -(11 ) 9181 30 8 0.002 0.004 0.007 0.389 2 (11 ) 9181 -(11 ) 9182 200 8 0.002 0.005 0.008 0.389 2 (11 ) 9182 -(11 ) 9183 21 8 0.002 0.005 0.008 0.389 2 (11 ) 9183 -(11 ) 9118 238 8 0.010 0.022 0.040 0.708 6 (11 ) 9184 -(11 ) 9186 97 8 0.000 0.000 0.001 0.389 0 (11 ) 9185 -(11 ) 9186 126 8 0.000 0.000 0.001 0.389 0 (11 ) 9186 -(11 ) 9176 283 8 0.001 0.002 0.003 0.389 1 Page#: 55 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (11 ) 9187 -(11 ) 9188 100 8 0.000 0.000 0.001 0.389 0 (11 ) 9188 -(11 ) 9118 292 8 0.001 0.001 0.003 0.389 1 (11 ) 9189 -(11 ) 15033 146 8 0.003 0.008 0.013 0.389 3 (11 ) 9190 -(11 ) 9189 178 8 0.001 0.002 0.004 0.389 1 (11 ) 9191 -(11 ) 9189 85 8 0.002 0.005 0.009 0.389 2 (11 ) 9192 -(11 ) 9191 448 8 0.002 0.005 0.009 0.389 2 (11 ) 9193 -(11 ) 9192 75 8 0.001 0.003 0.006 0.389 2 (11 ) 9194 -(11 ) 9190 190 8 0.001 0.001 0.002 0.389 1 (11 ) 9195 -(11 ) 9194 173 8 0.000 0.001 0.001 0.389 0 (11 ) 9197 -(11 ) 15032 38 8 0.001 0.003 0.005 0.389 1 (11 ) 9198 -(11 ) 9197 171 8 0.001 0.002 0.004 0.389 1 (11 ) 9199 -(11 ) 9198 117 8 0.001 0.002 0.003 0.389 1 (11 ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 9200 -(11 ) 9199 380 8 0.001 0.001 0.003 0.389 1 (11 ) 9201 -(11 ) 9085 372 8 0.035 0.077 0.138 0.514 27 (11 ) 9202 -(11 ) 9201 385 8 0.034 0.075 0.134 0.453 30 (11 ) 9203 -(11 ) 9202 136 8 0.021 0.048 0.086 0.449 19 (11 ) 9203 -(11 ) STORM 1 6 0.000 0.000 0.000 0.222 0 (11 ) 9204 -(11 ) 9203 106 8 0.021 0.047 0.085 0.943 9 (11 ) 9205 -(11 ) 9204 144 8 0.002 0.005 0.009 0.389 2 (11 ) 9206 -(11 ) 9205 217 8 0.001 0.001 0.003 0.389 1 (11 ) 9207 -(11 ) 9206 191 8 0.000 0.001 0.001 0.389 0 (11 ) 9208 -(11 ) 9209 306 8 0.000 0.001 0.002 0.389 1 (11 ) 9209 -(11 ) 9210 251 8 0.001 0.002 0.004 0.389 1 (11 ) 9210 -(11 ) 9205 283 8 0.001 0.003 0.006 0.389 1 (11 ) 9211 -(11 ) 9204 161 8 0.019 0.042 0.076 0.549 14 (11 ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 9212 -(11 ) 15029 228 8 0.018 0.041 0.075 0.872 9 (11 ) 9213 -(11 ) 9212 65 8 0.005 0.011 0.020 0.389 5 (11 ) 9214 -(11 ) 9213 185 8 0.005 0.011 0.020 0.389 5 (11 ) 9215 -(11 ) 9214 179 8 0.004 0.010 0.019 0.389 5 (11 ) 9216 -(11 ) 9215 114 8 0.000 0.000 0.001 0.389 0 (11 ) 9217 -(11 ) 9212 310 8 0.013 0.029 0.053 0.665 8 (11 ) 9218 -(11 ) 9217 306 8 0.012 0.028 0.051 1.023 5 (11 ) 9219 -(11 ) 9218 165 8 0.000 0.001 0.002 0.389 1 (11 ) 9220 -(11 ) 9219 135 8 0.000 0.000 0.001 0.389 0 (11 ) 9221 -(11 ) 9218 380 8 0.011 0.026 0.047 0.880 5 (11 ) 9222 -(11 ) 9221 195 8 0.001 0.002 0.003 0.389 1 (11 ) 9223 -(11 ) 9222 280 8 0.000 0.001 0.002 0.389 0 (11 ) 9224 -(11 ) 9225 261 8 0.000 0.001 0.002 0.389 0 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (11 ) 9225 -(11 ) 9226 246 8 0.001 0.002 0.003 0.389 1 (11 ) 9226 -(11 ) 9215 228 8 0.001 0.003 0.005 0.389 1 (11 ) 9227 -(11 ) 9221 173 8 0.010 0.023 0.042 1.026 4 (11 ) 9228 -(11 ) 9227 132 8 0.009 0.020 0.037 0.428 9 (11 ) 9229 -(11 ) 9228 363 8 0.008 0.019 0.035 0.945 4 (11 ) 9230 -(11 ) 9229 154 8 0.006 0.014 0.027 1.193 2 Page#: 56 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (11 ) 9231 -(11 ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 9230 251 8 0.005 0.012 0.022 1.192 2 (11 ) 9232 -(11 ) 9231 232 8 0.004 0.009 0.017 1.328 1 (11 ) 9233 -(11 ) 9232 189 8 0.003 0.006 0.012 1.391 1 (11 ) 9234 -(11 ) 9233 200 8 0.002 0.006 0.011 1.301 1 (11 ) 9235 -(11 ) 9234 58 8 0.002 0.005 0.009 0.389 2 (11 ) 9236 -(11 ) 9228 106 8 0.000 0.000 0.001 0.389 0 (11 ) 9237 -(11 ) 9231 100 8 0.001 0.002 0.003 0.389 1 (11 ) 9238 -(11 ) 9237 195 8 0.001 0.001 0.003 0.389 1 (11 ) 9239 -(11 ) 9238 200 8 0.000 0.001 0.001 0.389 0 (11 ) 9240 -(11 ) 9232 185 8 0.001 0.002 0.004 0.389 1 (11 ) 9241 -(11 ) 9240 281 8 0.000 0.001 0.002 0.389 1 (11 ) 9242 -(11 ) 9241 70 8 0.000 0.000 0.000 0.389 0 (11 ) 9243 -(11 ) 15068 180 8 0.001 0.002 0.004 0.389 1 (11 ) 9244 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(11 ) 9243 248 8 0.001 0.002 0.003 0.389 1 (11 ) 9245 -(11 ) 9244 62 8 0.000 0.001 0.001 0.389 0 (11 ) 9246 -(11 ) 9245 113 8 0.000 0.000 0.001 0.389 0 (11 ) 9247 -(11 ) 15026 339 8 0.001 0.003 0.006 0.389 2 (11 ) 9248 -(11 ) 15027 210 8 0.001 0.002 0.003 0.389 1 (11 ) 9249 -(11 ) 9248 275 8 0.000 0.001 0.002 0.389 0 (11 ) 9250 -(11 ) 9230 250 8 0.001 0.002 0.004 0.389 1 (11 ) 9251 -(11 ) 9250 345 8 0.000 0.001 0.002 0.389 1 (11 ) 9252 -(11 ) 9235 331 8 0.001 0.003 0.006 0.389 2 (11 ) 9253 -(11 ) 9252 148 8 0.000 0.001 0.001 0.389 0 (11 ) 9254 -(11 ) 9252 191 8 0.001 0.001 0.003 0.389 1 (11 ) 9255 -(11 ) 9256 309 8 0.000 0.001 0.002 0.389 1 (11 ) 9256 -(11 ) 9235 170 8 0.001 0.002 0.003 0.389 1 (11 ) 9257 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(11 ) 9254 78 8 0.000 0.001 0.001 0.389 0 (11 ) 9258 -(11 ) 9257 138 8 0.000 0.000 0.001 0.389 0 (11 ) 9259 -(11 ) 9481 49 8 0.009 0.021 0.038 0.529 7 (11 ) 9260 -(11 ) 9261 387 8 0.012 0.026 0.046 0.983 5 (11 ) 9261 -(11 ) 9202 45 8 0.012 0.026 0.046 0.819 6 (11 ) 9262 -(11 ) 9259 402 8 0.009 0.021 0.037 0.950 4 (11 ) 9263 -(11 ) 9262 391 8 0.009 0.020 0.035 0.920 4 (11 ) 9264 -(11 ) 9263 297 8 0.008 0.018 0.033 0.942 3 (11 ) 9265 -(11 ) 9264 251 8 0.004 0.008 0.015 1.297 1 (11 ) 9266 -(11 ) 9265 188 8 0.003 0.007 0.013 0.389 3 (11 ) 9267 -(11 ) 9266 279 8 0.003 0.007 0.012 0.389 3 (11 ) 9268 -(11 ) 9267 129 8 0.002 0.006 0.010 0.389 3 (11 ) 9269 -(11 ) 9285 108 8 0.001 0.001 0.002 0.389 1 (11 ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 9270 -(11 ) 9269 91 8 0.000 0.001 0.002 0.389 0 (11 ) 9271 -(11 ) 9270 157 8 0.000 0.001 0.001 0.389 0 (11 ) 9272 -(11 ) 9264 152 8 0.004 0.009 0.016 0.389 4 (11 ) 9273 -(11 ) 9272 400 8 0.001 0.001 0.003 0.389 1 (11 ) 9274 -(11 ) 9272 150 8 0.000 0.001 0.001 0.389 0 Page#: 57 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (11 ) 9275 -(11 ) 9276 165 8 0.000 0.001 0.001 0.389 0 (11 ) 9276 -(11 ) 9272 122 8 0.003 0.006 0.012 0.389 3 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (11 ) 9277 -(11 ) 9276 280 8 0.001 0.001 0.003 0.389 1 (11 ) 9278 -(11 ) 9277 130 8 0.000 0.000 0.001 0.389 0 (11 ) 9279 -(11 ) 9276 175 8 0.002 0.004 0.007 0.389 2 (11 ) 9280 -(11 ) 9279 153 8 0.001 0.003 0.006 0.389 2 (11 ) 9281 -(11 ) 9280 228 8 0.001 0.002 0.003 0.389 1 (11 ) 9282 -(11 ) 9281 158 8 0.000 0.001 0.002 0.389 0 (11 ) 9283 -(11 ) 9282 100 8 0.000 0.000 0.001 0.389 0 (11 ) 9284 -(11 ) 9280 280 8 0.000 0.001 0.002 0.389 0 (11 ) 9285 -(11 ) 9268 36 8 0.002 0.005 0.010 0.389 2 (11 ) 9286 -(11 ) 9285 120 8 0.002 0.004 0.007 0.389 2 (11 ) 9287 -(11 ) 9286 172 8 0.001 0.003 0.006 0.389 2 (11 ) 9288 -(11 ) 9287 173 8 0.000 0.001 0.001 0.389 0 (11 ) 9289 -(11 ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 9287 90 8 0.001 0.002 0.004 0.389 1 (11 ) 9290 -(11 ) 9289 88 8 0.000 0.000 0.001 0.389 0 (11 ) 9291 -(11 ) 9289 157 8 0.001 0.002 0.003 0.389 1 (11 ) 9292 -(11 ) 9291 150 8 0.000 0.001 0.002 0.389 0 (11 ) 9293 -(11 ) 9292 125 8 0.000 0.000 0.001 0.389 0 (11 ) 9294 -(11 ) 9201 28 8 0.000 0.001 0.002 0.389 0 (11 ) 9295 -(11 ) 9294 149 8 0.000 0.001 0.002 0.389 0 (11 ) 9296 -(11 ) 9295 100 8 0.000 0.000 0.001 0.389 0 (11 ) 9297 -(11 ) 9068 198 8 0.014 0.032 0.058 0.488 12 (11 ) 9298 -(11 ) 9297 188 8 0.013 0.031 0.056 0.478 12 (11 ) 9299 -(11 ) 9298 38 8 0.013 0.030 0.055 0.478 12 (11 ) 9300 -(11 ) 9299 367 8 0.013 0.030 0.055 0.479 11 (11 ) 9301 -(11 ) 9300 385 8 0.012 0.029 0.053 0.829 6 (11 ) 9302 -(11 ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 9301 224 8 0.012 0.028 0.050 1.142 4 (11 ) 9303 -(11 ) 9302 83 8 0.011 0.027 0.049 1.199 4 (11 ) 9304 -(11 ) 9337 150 8 0.008 0.019 0.036 1.011 4 (11 ) 9305 -(11 ) 9310 72 8 0.006 0.014 0.025 0.389 7 (11 ) 9306 -(11 ) 9305 140 8 0.001 0.002 0.005 0.389 1 (11 ) 9307 -(11 ) 9306 186 8 0.001 0.002 0.004 0.389 1 (11 ) 9308 -(11 ) 9307 167 8 0.001 0.001 0.002 0.389 1 (11 ) 9309 -(11 ) 9308 186 8 0.000 0.001 0.001 0.389 0 (11 ) 9310 -(11 ) 9304 40 8 0.008 0.019 0.035 0.389 9 (11 ) 9311 -(11 ) 9310 29 8 0.002 0.005 0.009 0.389 2 (11 ) 9312 -(11 ) 9305 107 8 0.005 0.011 0.020 2.015 1 (11 ) 9313 -(11 ) 9312 148 8 0.005 0.011 0.020 0.725 3 (11 ) 9314 -(11 ) 9313 181 8 0.004 0.010 0.019 0.940 2 (11 ) 9315 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(11 ) 9316 136 8 0.002 0.004 0.008 0.389 2 (11 ) 9316 -(11 ) 9311 145 8 0.002 0.005 0.009 0.389 2 (11 ) 9317 -(11 ) 9315 126 8 0.001 0.002 0.003 0.389 1 (11 ) 9318 -(11 ) 9317 163 8 0.000 0.001 0.002 0.389 1 Page#: 58 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (11 ) 9319 -(11 ) 9318 69 8 0.000 0.000 0.000 0.389 0 (11 ) 9320 -(11 ) 9318 70 8 0.000 0.000 0.000 0.389 0 (11 ) 9321 -(11 ) 9315 284 8 0.001 0.002 0.004 0.389 1 (11 ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 9322 -(11 ) 9321 199 8 0.000 0.001 0.002 0.389 1 (11 ) 9323 -(11 ) 9322 69 8 0.000 0.000 0.000 0.389 0 (11 ) 9324 -(11 ) 9322 69 8 0.000 0.000 0.000 0.389 0 (11 ) 9325 -(11 ) 9314 148 8 0.004 0.010 0.018 0.913 2 (11 ) 9326 -(11 ) 9327 105 8 0.000 0.000 0.001 0.389 0 (11 ) 9327 -(11 ) 9330 44 8 0.000 0.001 0.001 0.389 0 (11 ) 9328 -(11 ) 9329 156 8 0.000 0.001 0.001 0.389 0 (11 ) 9329 -(11 ) 9330 49 8 0.000 0.001 0.001 0.389 0 (11 ) 9330 -(11 ) 9325 164 8 0.004 0.009 0.017 1.120 1 (11 ) 9331 -(11 ) 9330 81 8 0.003 0.007 0.013 0.389 3 (11 ) 9332 -(11 ) 9331 83 8 0.000 0.001 0.002 0.389 0 (11 ) 9333 -(11 ) 9332 72 8 0.000 0.001 0.001 0.389 0 (11 ) 9334 -(11 ) 9333 70 8 0.000 0.000 0.000 0.389 0 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (11 ) 9335 -(11 ) 9333 49 8 0.000 0.000 0.000 0.389 0 (11 ) 9336 -(11 ) 9337 150 8 0.000 0.001 0.001 0.389 0 (11 ) 9337 -(11 ) 9303 205 8 0.011 0.026 0.048 1.125 4 (11 ) 9338 -(11 ) 9337 100 8 0.002 0.006 0.011 0.389 3 (11 ) 9339 -(11 ) 9338 115 8 0.002 0.005 0.010 0.389 3 (11 ) 9340 -(11 ) 9339 195 8 0.001 0.004 0.007 0.389 2 (11 ) 9341 -(11 ) 9340 266 8 0.001 0.003 0.005 0.389 1 (11 ) 9342 -(11 ) 9341 94 8 0.001 0.001 0.002 0.389 1 (11 ) 9343 -(11 ) 9342 265 8 0.000 0.001 0.002 0.389 0 (11 ) 9344 -(11 ) 9331 157 8 0.003 0.006 0.011 0.389 3 (11 ) 9345 -(11 ) 9344 72 8 0.001 0.002 0.004 0.389 1 (11 ) 9346 -(11 ) 9345 102 8 0.001 0.002 0.003 0.389 1 (11 ) 9347 -(11 ) 9346 168 8 0.001 0.001 0.002 0.389 1 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (11 ) 9348 -(11 ) 9347 200 8 0.000 0.001 0.001 0.389 0 (11 ) 9349 -(11 ) 9344 150 8 0.001 0.003 0.006 0.389 1 (11 ) 9350 -(11 ) 9349 158 8 0.001 0.002 0.005 0.389 1 (11 ) 9351 -(11 ) 9350 142 8 0.000 0.001 0.001 0.389 0 (11 ) 9352 -(11 ) 9353 100 8 0.000 0.000 0.001 0.389 0 (11 ) 9353 -(11 ) 9350 100 8 0.001 0.001 0.003 0.389 1 (11 ) 9354 -(11 ) 9353 100 8 0.000 0.001 0.001 0.389 0 (11 ) 9355 -(11 ) 9354 100 8 0.000 0.000 0.001 0.389 0 (11 ) 9356 -(11 ) 9357 100 8 0.000 0.000 0.001 0.389 0 (11 ) 9357 -(11 ) 9341 100 8 0.000 0.001 0.001 0.389 0 (11 ) 9358 -(11 ) 9339 400 8 0.001 0.001 0.003 0.389 1 (11 ) 9359 -(11 ) 9344 134 8 0.000 0.000 0.001 0.389 0 (11 ) 9360 -(11 ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 9063 219 8 0.006 0.014 0.024 0.389 6 (11 ) 9361 -(11 ) 9360 133 8 0.006 0.013 0.023 0.389 6 (11 ) 9362 -(11 ) 9361 231 8 0.006 0.012 0.022 0.389 6 Page#: 59 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (11 ) 9363 -(11 ) 9362 314 8 0.005 0.012 0.021 0.389 5 (11 ) 9364 -(11 ) 9363 114 8 0.005 0.010 0.019 0.389 5 (11 ) 9365 -(11 ) 9364 329 8 0.004 0.009 0.016 0.389 4 (11 ) 9366 -(11 ) 9365 102 8 0.003 0.007 0.014 0.389 4 (11 ) 9367 -(11 ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 9366 200 8 0.003 0.007 0.013 0.389 3 (11 ) 9368 -(11 ) 9367 100 8 0.003 0.006 0.012 0.389 3 (11 ) 9369 -(11 ) 9064 185 15 0.013 0.029 0.051 0.114 45 (11 ) 9370 -(11 ) 9087 100 8 0.000 0.000 0.001 0.389 0 (11 ) 9371 -(11 ) 9087 150 8 0.000 0.001 0.001 0.389 0 (11 ) 9372 -(11 ) 9485 305 8 0.002 0.005 0.010 0.389 3 (11 ) 9373 -(11 ) 9378 143 8 0.001 0.002 0.004 0.389 1 (11 ) 9374 -(11 ) 9081 120 8 0.000 0.001 0.002 0.389 1 (11 ) 9375 -(11 ) 9374 196 8 0.000 0.001 0.001 0.389 0 (11 ) 9376 -(11 ) 9088 380 8 0.001 0.002 0.004 0.389 1 (11 ) 9377 -(11 ) 9376 270 8 0.000 0.001 0.002 0.389 0 (11 ) 9378 -(11 ) 9372 137 8 0.002 0.004 0.008 0.389 2 (11 ) 9379 -(11 ) 9378 102 8 0.001 0.001 0.003 0.389 1 (11 ) 9380 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(11 ) 9379 105 8 0.000 0.001 0.002 0.389 1 (11 ) 9381 -(11 ) 9380 205 8 0.000 0.001 0.001 0.389 0 (11 ) 9382 -(11 ) 9384 124 8 0.000 0.000 0.001 0.389 0 (11 ) 9383 -(11 ) 9385 104 8 0.000 0.000 0.001 0.389 0 (11 ) 9384 -(11 ) 9385 247 8 0.001 0.001 0.003 0.389 1 (11 ) 9385 -(11 ) 9373 17 8 0.001 0.002 0.003 0.389 1 (11 ) 9386 -(11 ) 9368 192 8 0.002 0.004 0.007 0.389 2 (11 ) 9387 -(11 ) 9368 157 8 0.001 0.002 0.004 0.389 1 (11 ) 9388 -(11 ) 9387 161 8 0.001 0.001 0.002 0.389 1 (11 ) 9389 -(11 ) 9388 191 8 0.000 0.001 0.001 0.389 0 (11 ) 9390 -(11 ) 9387 124 8 0.000 0.000 0.001 0.389 0 (11 ) 9391 -(11 ) 9386 274 8 0.001 0.003 0.006 0.389 2 (11 ) 9392 -(11 ) 9391 179 8 0.001 0.002 0.004 0.389 1 (11 ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 9393 -(11 ) 9394 150 8 0.000 0.001 0.001 0.389 0 (11 ) 9394 -(11 ) 15080 77 8 0.000 0.001 0.002 0.389 0 (11 ) 9395 -(11 ) 9392 168 8 0.001 0.002 0.003 0.389 1 (11 ) 9396 -(11 ) 9397 125 8 0.000 0.000 0.001 0.389 0 (11 ) 9397 -(11 ) 9405 190 8 0.001 0.003 0.005 0.389 1 (11 ) 9398 -(11 ) 9399 117 8 0.000 0.000 0.001 0.389 0 (11 ) 9399 -(11 ) 9397 192 8 0.001 0.002 0.003 0.389 1 (11 ) 9400 -(11 ) 9416 350 8 0.001 0.002 0.003 0.389 1 (11 ) 9401 -(11 ) 9400 106 6 0.000 0.000 0.001 0.222 0 (11 ) 9402 -(11 ) 9408 500 8 0.002 0.005 0.009 0.389 2 (11 ) 9403 -(11 ) 9402 100 8 0.000 0.000 0.001 0.389 0 (11 ) 9404 -(11 ) 9402 100 8 0.000 0.000 0.001 0.389 0 (11 ) 9405 -(11 ) 9410 263 8 0.002 0.004 0.007 0.389 2 (11 ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 9406 -(11 ) 9407 170 8 0.003 0.008 0.014 0.389 4 (11 ) 9407 -(11 ) 9409 160 8 0.004 0.008 0.015 0.389 4 Page#: 60 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (11 ) 9408 -(11 ) 9409 40 8 0.002 0.005 0.009 0.389 2 (11 ) 9409 -(11 ) 15038T 30 8 0.006 0.013 0.024 0.389 6 (11 ) 9410 -(11 ) 9412 177 8 0.002 0.004 0.008 0.389 2 (11 ) 9411 -(11 ) 9412 100 8 0.000 0.000 0.001 0.389 0 (11 ) 9412 -(11 ) 9413 174 8 0.003 0.006 0.011 0.389 3 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (11 ) 9413 -(11 ) 9414 86 8 0.003 0.006 0.011 0.389 3 (11 ) 9414 -(11 ) 9406 280 8 0.003 0.007 0.013 0.389 3 (11 ) 9415 -(11 ) 9412 100 8 0.000 0.000 0.001 0.389 0 (11 ) 9416 -(11 ) 9402 178 8 0.001 0.002 0.004 0.389 1 (11 ) 9417 -(11 ) 9215 60 8 0.003 0.007 0.012 0.389 3 (11 ) 9418 -(11 ) 9417 111 8 0.003 0.006 0.012 0.389 3 (11 ) 9419 -(11 ) 9418 73 8 0.002 0.006 0.011 0.389 3 (11 ) 9420 -(11 ) 9419 119 8 0.002 0.006 0.011 0.389 3 (11 ) 9421 -(11 ) 9420 210 8 0.001 0.002 0.004 0.389 1 (11 ) 9422 -(11 ) 9423 130 8 0.000 0.000 0.001 0.389 0 (11 ) 9423 -(11 ) 9421 187 8 0.001 0.002 0.003 0.389 1 (11 ) 9424 -(11 ) 9423 130 8 0.000 0.000 0.001 0.389 0 (11 ) 9425 -(11 ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 9420 92 8 0.001 0.003 0.006 0.389 1 (11 ) 9426 -(11 ) 9425 188 8 0.001 0.003 0.005 0.389 1 (11 ) 9427 -(11 ) 9426 290 8 0.000 0.001 0.002 0.389 1 (11 ) 9428 -(11 ) 9426 168 8 0.000 0.001 0.002 0.389 0 (11 ) 9429 -(11 ) 9428 109 8 0.000 0.000 0.001 0.389 0 (11 ) 9446 -(11 ) 9111 211 6 0.001 0.002 0.003 0.222 1 (11 ) 9447 -(11 ) 9446 289 6 0.000 0.001 0.002 0.222 1 (11 ) 9448 -(11 ) 9111 62 8 0.001 0.004 0.007 0.389 2 (11 ) 9449 -(11 ) 15081 129 8 0.001 0.003 0.006 0.389 1 (11 ) 9450 -(11 ) 9449 250 8 0.001 0.002 0.005 0.389 1 (11 ) 9451 -(11 ) 9450 250 6 0.001 0.002 0.003 0.222 1 (11 ) 9452 -(11 ) 9451 200 8 0.000 0.001 0.001 0.389 0 (11 ) 9453 -(11 ) 9116 121 8 0.016 0.037 0.066 0.536 12 (11 ) 9454 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(11 ) 9457 80 8 0.000 0.000 0.001 0.389 0 (11 ) 9455 -(11 ) 9456 158 8 0.000 0.001 0.001 0.389 0 (11 ) 9456 -(11 ) 9458 96 8 0.001 0.002 0.003 0.389 1 (11 ) 9457 -(11 ) 9456 90 8 0.000 0.001 0.001 0.389 0 (11 ) 9458 -(11 ) 9459 85 8 0.001 0.002 0.003 0.389 1 (11 ) 9459 -(11 ) 9461 232 8 0.001 0.003 0.006 0.389 2 (11 ) 9460 -(11 ) 9459 158 8 0.000 0.001 0.001 0.389 0 (11 ) 9461 -(11 ) 9462 118 8 0.002 0.004 0.007 0.389 2 (11 ) 9462 -(11 ) 9463 238 8 0.002 0.004 0.008 0.389 2 (11 ) 9463 -(11 ) 9120 57 8 0.006 0.015 0.026 1.344 2 (11 ) 9464 -(11 ) 9468 49 8 0.002 0.004 0.008 0.389 2 (11 ) 9465 -(11 ) 9464 144 8 0.002 0.004 0.007 0.389 2 (11 ) 9466 -(11 ) 9465 375 6 0.001 0.003 0.007 0.222 3 (11 ) 9467 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] -(11 ) 9466 465 6 0.001 0.002 0.004 0.222 2 Page#: 61 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (11 ) 9468 -(11 ) 9469 105 8 0.002 0.005 0.008 0.389 2 (11 ) 9469 -(11 ) 9470 84 8 0.002 0.005 0.009 0.389 2 (11 ) 9470 -(11 ) 9472 59 8 0.004 0.009 0.016 0.389 4 (11 ) 9471 -(11 ) 9470 93 8 0.002 0.004 0.007 0.389 2 (11 ) 9472 -(11 ) 9473 132 8 0.004 0.009 0.017 0.389 4 (11 ) 9473 -(11 ) 6988 110 28 1.336 2.622 5.979 16.284 37 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (11 ) 9474 -(11 ) 9475 76 8 0.001 0.003 0.006 0.389 2 (11 ) 9475 -(11 ) 9471 82 8 0.001 0.003 0.006 0.389 2 (11 ) 9476 -(11 ) 9477 15 8 0.001 0.002 0.003 0.389 1 (11 ) 9477 -(11 ) 9474 403 8 0.001 0.003 0.005 0.389 1 (11 ) 9478 -(11 ) 9476 267 8 0.001 0.001 0.003 0.389 1 (11 ) 9479 -(11 ) 9478 140 8 0.000 0.000 0.001 0.389 0 (11 ) 9480 -(11 ) 9364 285 8 0.000 0.001 0.002 0.389 0 (11 ) 9481 -(11 ) 9260 323 8 0.011 0.024 0.043 1.148 4 (11 ) 9482 -(11 ) 9481 156 8 0.001 0.002 0.004 0.389 1 (11 ) 9483 -(11 ) 9482 151 8 0.001 0.001 0.003 0.389 1 (11 ) 9484 -(11 ) 9483 240 8 0.000 0.001 0.002 0.389 0 (11 ) 9485 -(11 ) 9089 56 8 0.003 0.006 0.012 0.389 3 (11 ) 9486 -(11 ) 9485 277 8 0.000 0.001 0.002 0.389 0 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] (11 ) 9508 -(11 ) 7348 72 8 0.000 0.001 0.002 0.389 0 (11 ) 9509 -(11 ) 9508 121 8 0.000 0.001 0.001 0.389 0 (11 ) 9510 -(11 ) 9509 84 8 0.000 0.000 0.001 0.389 0 (11 ) 9790 -(11 ) 7306 132 8 0.010 0.023 0.041 0.526 8 (11 ) 9791 -(11 ) 9792 96 8 0.000 0.000 0.001 0.389 0 (11 ) 9792 -(11 ) 9793 91 8 0.000 0.001 0.001 0.389 0 (11 ) 9793 -(11 ) 9790 132 8 0.010 0.022 0.040 2.212 2 (11 ) 9794 -(11 ) 9793 28 8 0.009 0.019 0.034 4.216 1 (11 ) 9795 -(11 ) 9793 89 8 0.001 0.002 0.004 0.389 1 (11 ) 9796 -(11 ) 9795 210 8 0.001 0.002 0.003 0.389 1 (11 ) 9797 -(11 ) 9796 169 8 0.000 0.001 0.002 0.389 1 (11 ) 9798 -(11 ) 9797 122 8 0.000 0.000 0.001 0.389 0 (11 ) 9799 -(11 ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 9794 194 8 0.008 0.019 0.034 0.929 4 (11 ) 9800 -(11 ) 9799 216 8 0.000 0.001 0.002 0.389 0 (11 ) 9801 -(11 ) 9800 69 8 0.000 0.000 0.000 0.389 0 (11 ) 9802 -(11 ) 9803 135 8 0.000 0.000 0.001 0.389 0 (11 ) 9803 -(11 ) 9805 267 8 0.001 0.002 0.004 0.389 1 (11 ) 9804 -(11 ) 9803 145 8 0.000 0.001 0.001 0.389 0 (11 ) 9805 -(11 ) 9806 97 8 0.001 0.002 0.004 0.389 1 (11 ) 9806 -(11 ) 9799 195 8 0.008 0.017 0.031 5.065 1 (11 ) 9807 -(11 ) 9806 249 8 0.006 0.014 0.026 1.812 1 (11 ) 9808 -(11 ) 9809 48 8 0.000 0.000 0.000 0.389 0 (11 ) 9809 -(11 ) 9807 153 8 0.000 0.001 0.002 0.389 0 (11 ) 9810 -(11 ) 9809 72 8 0.000 0.000 0.000 0.389 0 (11 ) 9811 -(11 ) 9807 108 8 0.005 0.012 0.023 0.021 106 10 7,668 file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] Page#: 62 Jefferson City, Phase 1 Friday, August 30, 5:03:29 PM 44.9% I/I Removal - A Relief Pipes LOW CUM AVG CUM HIGH CUM RELIEF LENGTH DIAM FLOW FLOW FLOW CAPACITY CAP % PIPE LINE SEGMENT PIPE COST (FT) (IN) (MGD) (MGD) (MGD) (MGD) (IN) ($ (11 ) 9812 -(11 ) 9811 189 8 0.004 0.009 0.017 0.389 4 (11 ) 9813 -(11 ) 9812 272 8 0.001 0.002 0.004 0.389 1 (11 ) 9814 -(11 ) 9813 190 8 0.000 0.001 0.002 0.389 1 (11 ) 9815 -(11 ) 9814 128 8 0.000 0.000 0.001 0.389 0 (11 ) 9816 -(11 ) 9819 219 8 0.000 0.001 0.001 0.389 0 (11 ) 9817 -(11 ) 9818 70 8 0.000 0.000 0.000 0.389 0 (11 ) 9818 -(11 ) 9819 140 8 0.001 0.002 0.004 0.389 1 (11 ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 9819 -(11 ) 9820 215 8 0.001 0.004 0.007 0.389 2 (11 ) 9820 -(11 ) 9812 407 8 0.003 0.007 0.012 0.389 3 (11 ) 9821 -(11 ) 9811 52 8 0.001 0.003 0.005 0.389 1 (11 ) 9822 -(11 ) 9821 107 8 0.001 0.002 0.005 0.389 1 (11 ) 9823 -(11 ) 9822 138 8 0.001 0.002 0.004 0.389 1 (11 ) 9824 -(11 ) 9820 110 8 0.001 0.001 0.003 0.389 1 (11 ) 9825 -(11 ) 9818 134 8 0.001 0.001 0.003 0.389 1 (11 ) 9826 -(11 ) 9823 233 8 0.001 0.002 0.003 0.389 1 (11 ) 9827 -(11 ) 9825 247 8 0.000 0.001 0.002 0.389 0 (11 ) 9828 -(11 ) 9824 290 8 0.000 0.001 0.002 0.389 1 (11 ) 9829 -(11 ) 9826 206 8 0.000 0.001 0.001 0.389 0 (11 ) 9832 -(11 ) 6996 205 8 0.040 0.089 0.159 0.389 41 (11 ) 9833 -(11 ) 9834 69 8 0.001 0.002 0.003 0.389 1 (11 ) file:///D|/AppendixL/FA5Y44_9.TXT[12/4/2013 3:46:57 PM] 9834 -(11 ) 9102 112 8 0.001 0.002 0.004 0.389 1 Basin <= 8 in $7,668.00 Basin > 8 in $135,492.00 Total Basin Cost: $143,160.00 All Basins <= 8 in. All Basins > 8 in. Total Cost: $949,394.00