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ELIMRPT
file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] I / I Reduction Program - Combined Report Page# 1 JEFFERSON CITY PHASE I 1:36:09 PM Wednesday, September 04, I/I REDUCTION PROGRAM - COMBINED REPORT No. Source Item Line Segment Location Def I/I Elim Cost $/GPM CUM I/I CUM I/I No. (GPM) ($) (GPM) ($) (%) 1 sUncpd (09A 7710 7709 A 34.400 50 1.5 34.400 50 -(09A 1421 INGLENOOK 0.416 2 sUncpd (10A 8330 8329 A 45.140 50 1.1 79.540 100 -(10A 3205 MO BLVD 0.964 3 sUncpd (10A 7124 7123 C 55.180 50 0.9 134.720 150 -(10A 1302 LECAR DRIVE 1.632 4 sUncpd (10B 8442 8438 A 57.180 50 0.9 191.900 200 -(10B 3811 FAIRWAY DR 2.325 5 sUncpd (10B 8585 8584 C 54.460 50 0.9 246.360 250 -(10B 1201 FAIRGROUNDS 2.985 6 sUncpd (10B 8454 8455 A 51.740 50 1.0 298.100 300 -(10B 714 WILDWOOD DR 3.612 7 sUncpd (10D 8826 8827 A 34.730 50 1.4 332.830 350 -(10D 1700 CHADDSFORD DR 4.033 8 sUncpd (10E 9046 9045 A 37.620 50 1.3 370.450 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 400 -(10E 5511 SONOMA PL 4.489 9 sUncpd (09B 7581 7580 A 24.080 50 2.1 394.530 450 -(09B 2081 SUN MEADOW 4.781 10 sUncpd (10D 9008 9007 A 25.800 50 1.9 420.330 500 -(10D 5013 SCRUGGS 5.094 11 sUncpd (09B 7665 7664 B 15.050 50 3.3 435.380 550 -(09B 2106 JEFFERSON 5.276 12 sUncpd (10D 8766 8771 A 19.350 50 2.6 454.730 600 -(10D 120 GRANDVIEW DR 5.511 13 sUncpd (10A 8090 8089 A 13.500 50 3.7 468.230 650 -(10A 2605 KENWOOD 5.674 14 sUncpd (10A 8096 8097 A 12.540 50 4.0 480.770 700 -(10A 2610 TANGLEWOOD 5.826 15 sUncpd (10A 8287 8286 A 10.030 50 5.0 490.800 750 -(10A 1005 ICON DRIVE 5.948 16 sUncpd (10D 8776 8783 A 10.320 50 4.8 501.120 800 -(10D 1401 WESTVIEW 6.073 17 sUncpd (09A 7875 7874 A 8.600 50 5.8 509.720 850 -(09A 1936 VEITH DRIVE 6.177 18 sUncpd (10E 9046 9045 B 8.960 50 5.6 518.680 900 -(10E 5511 SONOMA PL 6.286 19 sUncpd (10D 8998 8977 A 6.950 50 7.2 525.630 950 -(10D 1628 WESTVIEW DR 6.370 20 sUncpd (10E 8932 8934 A 7.170 50 7.0 532.800 1,000 -(10E 5541 BRADLEY DR 6.457 21 sUncpd (09B 7665 7664 A 6.020 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 50 8.3 538.820 1,050 -(09B 2106 JEFFERSON 6.530 22 sUncpd (09B 7616 7615 A 6.020 50 8.3 544.840 1,100 -(09B 1814 SOUTHWEST 6.603 23 sUncpd (09A 7888 7887 A 5.160 50 9.7 550.000 1,150 -(09A 2324 SOUTHRIDGE DR 6.665 24 sUncpd (09A 7700 7072 A 4.630 50 10.8 554.630 1,200 -(09A 1406 SATINWOOD 6.721 25 sUncpd (09A 7710 7709 B 4.630 50 10.8 559.260 1,250 -(09A 1425 INGLENOOK 6.778 26 sUncpd (11 2468 2467 A 4.730 50 10.6 563.990 1,300 -(11 802 MINNESOTA 6.835 27 sUncpd (11 9181 9182 A 4.730 50 10.6 568.720 1,350 -(11 2010 MISSOURI BLVD 6.892 28 Vented (09A 7811 53.040 650 12.3 621.760 2,000 -( lot 33 7.535 29 sUncpd (10B 8585 8584 A 4.190 50 11.9 625.950 2,050 -(10B 1201 FAIRGROUNDS 7.586 30 sUncpd (11 9247 15026 A 4.240 50 11.8 630.190 2,100 -(11 1815 BASSMAN 7.637 31 sUncpd (11 7007 7008 A 4.240 50 11.8 634.430 2,150 -(11 2305 MISSOURI BLVD 7.689 32 sUncpd (11 9405 9410 B 4.340 50 11.5 638.770 2,200 -(11 614-B OHIO STREET 7.741 33 sUncpd (11 9400 9416 A 4.340 50 11.5 643.110 2,250 -(11 609 OHIO STREET 7.794 34 sUncpd (10A 8179 8211 A 3.860 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 50 13.0 646.970 2,300 -(10A 1857 SARATOGA BLVD 7.841 35 sUncpd (11 7307 7306 A 3.940 50 12.7 650.910 2,350 -(11 2027 HONEYSUCKLE 7.888 36 sUncpd (11 9827 9825 B 3.940 50 12.7 654.850 2,400 -(11 1105 PRIMROSE 7.936 37 sUncpd (11 2319 2318 A 3.940 50 12.7 658.790 2,450 -(11 410 ASHLEY STREET 7.984 38 sUncpd (11 2332 2334 C 3.940 50 12.7 662.730 2,500 -(11 122 ATCHISON ST 8.032 39 sUncpd (11 9360 9063 A 3.940 50 12.7 666.670 2,550 -(11 805 SOUTHWEST BLVD 8.079 40 sDownspout (11 9389 9388 A 5.760 75 13.0 672.430 2,625 -(11 911 MINNESOTA 8.149 41 sDownspout (11 9389 9388 B 5.760 75 13.0 678.190 2,700 -(11 911 MINNESOTA 8.219 42 sDownspout (11 9826 9823 A 5.180 75 14.5 683.370 2,775 8.282 Page# 2 JEFFERSON CITY PHASE I 1:36:09 PM Wednesday, September 04, I/I REDUCTION PROGRAM - COMBINED REPORT file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] No. Source Item Line Segment Location Def I/I Elim Cost $/GPM CUM I/I CUM I/I No. (GPM) ($) (GPM) ($) (%) -(11 1101 MAYWOOD DRIVE 43 sDownspout (11 9407 9409 A 5.180 75 14.5 688.550 2,850 -(11 723 OHIO STREET 8.345 44 Vented (10B 7158 43.130 650 15.1 731.680 3,500 -( 8.867 45 sUncpd (09A 7891 7890 A 3.440 50 14.5 735.120 3,550 -(09A 2304 SOUTHRIDGE DR 8.909 46 sUncpd (10A 7124 7123 B 3.380 50 14.8 738.500 3,600 -(10A 1302 LECAR DRIVE 8.950 47 sUncpd (11 9797 9796 A 3.180 50 15.7 741.680 3,650 -(11 2007 AUTUMN LANE 8.988 48 sDownspout (11 7355 7354 A 4.550 75 16.5 746.230 3,725 -(11 2204 JULIE LANE 9.044 49 sUncpd (11 9221 9218 A 3.150 50 15.9 749.380 3,775 -(11 955 WINDSOR DRIVE 9.082 50 sDownspout (11 2716 2460 A 4.550 75 16.5 753.930 3,850 -(11 1120 DARLENE DRIVE 9.137 51 sUncpd (11 9188 9118 A 3.150 50 15.9 757.080 3,900 -(11 MO BLVD. VIETS 9.175 52 sUncpd (11 9447 9446 A 3.150 50 15.9 760.230 3,950 -(11 620 WAVERLY STREET 9.213 53 sUncpd (11 15081 9448 A 3.150 50 15.9 763.380 4,000 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] -(11 611 WAVERLY ST 9.251 54 sUncpd (09A 7840 7841 A 2.780 50 18.0 766.160 4,050 -(09A 2325 YORKTOWN 9.285 55 sUncpd (09A 7492 7036 A 2.580 50 19.4 768.740 4,100 -(09A 2220 BRANDY LANE 9.316 56 sUncpd (09B 7550 7551 A 2.260 50 22.1 771.000 4,150 -(09B 2117 OAKRIDGE 9.344 57 sUncpd (10D 8792 8793 A 2.080 50 24.0 773.080 4,200 -(10D 1517 FAIRLAWN CT 9.369 58 sUncpd (11 7371 7370 A 1.970 50 25.4 775.050 4,250 -(11 1000 MAYWOOD DRIVE 9.393 59 sUncpd (11 15030 2358 A 1.970 50 25.4 777.020 4,300 -(11 1104 SYCAMORE 9.417 60 sUncpd (11 8028 8027 A 1.970 50 25.4 778.990 4,350 -(11 2411 MISSOURI BLVD 9.441 61 sUncpd (11 9155 9154 A 1.970 50 25.4 780.960 4,400 -(11 606 HILDA STREET 9.465 62 sUncpd (11 9170 9126 A 1.970 50 25.4 782.930 4,450 -(11 1617 ST MARYS BLVD 9.488 63 sUncpd (11 9400 9416 C 1.970 50 25.4 784.900 4,500 -(11 622 DELAWARE 9.512 64 Vented (09B 7529 23.200 650 28.0 808.100 5,150 -( 9.793 65 Vented (09B 7547 23.200 650 28.0 831.300 5,800 -( 10.07 66 sUncpd (10E 8958 8957 D 1.790 50 27.9 833.090 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 5,850 -(10E 1210 MERNIE DRIVE 10.09 67 Vented (10A 8125 22.160 650 29.3 855.250 6,500 -( Dorothy Loesch 10.36 68 sUncpd (10E 8958 8957 C 1.650 50 30.3 856.900 6,550 -(10E 1210 MERNIE DRIVE 10.38 69 Frame Seal (09B 7042 9.310 300 32.2 866.210 6,850 -( s. of stadium 10.49 70 Frame Seal (09B 7044 9.310 300 32.2 875.520 7,150 -( s. of stadium 10.61 71 Frame Seal (09B 7047 9.310 300 32.2 884.830 7,450 -( 10.72 72 Frame Seal (09B 7052 9.310 300 32.2 894.140 7,750 -( harold krieger 10.83 73 Frame Seal (09B 7053 9.310 300 32.2 903.450 8,050 -( Harold Krieger 10.94 74 Frame Seal (09B 7066 9.310 300 32.2 912.760 8,350 -( 11.06 75 Frame Seal (09B 7501 9.310 300 32.2 922.070 8,650 -( 11.17 76 Frame Seal (09B 7547 9.310 300 32.2 931.380 8,950 -( 11.28 77 Frame Seal (09B 7548 9.310 300 32.2 940.690 9,250 -( 11.40 78 Frame Seal (09B 7551 9.310 300 32.2 950.000 9,550 -( 11.51 79 Frame Seal (09B 7553 9.310 300 32.2 959.310 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 9,850 -( dead end off 11.62 80 Frame Seal (09B 7576 9.310 300 32.2 968.620 10,150 -( 11.73 81 Frame Seal (09B 7586 9.310 300 32.2 977.930 10,450 -( 11.85 82 Frame Seal (09B 7610 9.310 300 32.2 987.240 10,750 -( 11.96 83 Frame Seal (09B 7612 9.310 300 32.2 996.550 11,050 -( 12.07 84 Frame Seal (09B 7613 9.310 300 32.2 1005.86 11,350 -( 12.19 85 Frame Seal (09B 7615 9.310 300 32.2 1015.17 11,650 -( 12.30 Page# 3 JEFFERSON CITY PHASE I 1:36:09 PM Wednesday, September 04, I/I REDUCTION PROGRAM - COMBINED REPORT No. Source Item Line Segment Location Def I/I Elim Cost $/GPM CUM I/I CUM I/I No. (GPM) ($) (GPM) ($) (%) 86 Frame Seal (09B 7623 9.310 300 32.2 1024.48 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 11,950 -( 12.41 87 Frame Seal (09B 7644 9.310 300 32.2 1033.79 12,250 -( just up from 12.52 88 Frame Seal (09B 7645 9.310 300 32.2 1043.10 12,550 -( 12.64 89 Frame Seal (09B 7650 9.310 300 32.2 1052.41 12,850 -( w. of L.S. 12.75 90 Frame Seal (09B 7695 9.310 300 32.2 1061.72 13,150 -( 12.86 91 Vented (10A 8124 20.390 650 31.9 1082.11 13,800 -( Dorothy Loesch 13.11 92 sUncpd (11 9372 9485 A 1.580 50 31.6 1083.69 13,850 -(11 728 HEISINGER ROAD 13.13 93 sUncpd (11 9197 15032 A 1.580 50 31.6 1085.27 13,900 -(11 2300 MISSOURI BLVD 13.15 94 sUncpd (11 9197 15032 B 1.580 50 31.6 1086.85 13,950 -(11 2300 MISSOURI BLVD 13.17 95 sDownspout (11 9238 9237 A 2.300 75 32.6 1089.15 14,025 -(11 1104 MAPLEWOOD 13.20 96 Vented (09B 7534 18.940 650 34.3 1108.09 14,675 -( 13.42 97 sUncpd (10B 8567 8568 A 1.470 50 34.0 1109.56 14,725 -(10B 4012 CAMBRIDGE 13.44 98 sUncpd (09A 7459 7458 A 1.390 50 36.0 1110.95 14,775 -(09A 2033 EDGEWOOD 13.46 99 sUncpd (10D 9010 9011 A 1.390 50 36.0 1112.34 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 14,825 -(10D 5210 SHADY CT 13.48 100 sUncpd (09B 7564 7563 A 1.350 50 37.0 1113.69 14,875 -(09B 1708 OVERLOOK 13.49 101 sUncpd (10B 8444 8443 A 1.360 50 36.8 1115.05 14,925 -(10B 3805 SHERWOOD CT 13.51 102 Drainage (09A 7842 7810 T 59.530 2,500 42.0 1174.58 17,425 -(09A 8 14.23 103 sUncpd (11 9405 9410 A 1.180 50 42.4 1175.76 17,475 -(11 608 OHIO STREET 14.24 104 Vented (09A 15021 15.000 650 43.3 1190.76 18,125 -( 14.43 105 Frame Seal (10A 15054 6.890 300 43.5 1197.65 18,425 -( 14.51 106 Frame Seal (10A 7128 6.890 300 43.5 1204.54 18,725 -( 14.59 107 Frame Seal (10A 7160 6.890 300 43.5 1211.43 19,025 -( 14.68 108 Frame Seal (10A 7163 6.890 300 43.5 1218.32 19,325 -( 97 s.e. of emerald 14.76 109 Frame Seal (10A 7178 6.890 300 43.5 1225.21 19,625 -( 14.84 110 Frame Seal (10A 8086 6.890 300 43.5 1232.10 19,925 -( 14.93 111 Frame Seal (10A 8099 6.890 300 43.5 1238.99 20,225 -( 15.01 112 Frame Seal (10A 8101 6.890 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 300 43.5 1245.88 20,525 -( 15.09 113 Frame Seal (10A 8120 6.890 300 43.5 1252.77 20,825 -( 15.18 114 Frame Seal (10A 8139 6.890 300 43.5 1259.66 21,125 -( 15.26 115 Frame Seal (10A 8140 6.890 300 43.5 1266.55 21,425 -( 15.35 116 Frame Seal (10A 8143 6.890 300 43.5 1273.44 21,725 -( 15.43 117 Frame Seal (10A 8150 6.890 300 43.5 1280.33 22,025 -( 15.51 118 Frame Seal (10A 8151 6.890 300 43.5 1287.22 22,325 -( 15.60 119 Frame Seal (10A 8153 6.890 300 43.5 1294.11 22,625 -( 15.68 120 Frame Seal (10A 8154 6.890 300 43.5 1301.00 22,925 -( 15.76 121 Frame Seal (10A 8156 6.890 300 43.5 1307.89 23,225 -( 15.85 122 Frame Seal (10A 8181 6.890 300 43.5 1314.78 23,525 -( 15.93 123 Frame Seal (10A 8186 6.890 300 43.5 1321.67 23,825 -( 16.01 124 Frame Seal (10A 8210 6.890 300 43.5 1328.56 24,125 -( 16.10 125 Frame Seal (10A 8228 6.890 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 300 43.5 1335.45 24,425 -( 16.18 126 Frame Seal (10A 8238 6.890 300 43.5 1342.34 24,725 -( 16.26 127 Frame Seal (10A 8255 6.890 300 43.5 1349.23 25,025 -( 16.35 128 Frame Seal (10A 8263 6.890 300 43.5 1356.12 25,325 -( 16.43 129 Frame Seal (10A 8278 6.890 300 43.5 1363.01 25,625 -( 16.51 Page# 4 JEFFERSON CITY PHASE I 1:36:09 PM Wednesday, September 04, I/I REDUCTION PROGRAM - COMBINED REPORT No. Source Item Line Segment Location Def I/I Elim Cost $/GPM CUM I/I CUM I/I No. (GPM) ($) (GPM) ($) (%) 130 Frame Seal (10A 8295 6.890 300 43.5 1369.90 25,925 -( 16.60 131 Frame Seal (10A 8300 6.890 300 43.5 1376.79 26,225 -( 16.68 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 132 Frame Seal (10A 8304 6.890 300 43.5 1383.68 26,525 -( 16.76 133 Frame Seal (10A 9512 6.890 300 43.5 1390.57 26,825 -( 16.85 134 Frame Seal (10A 9514 6.890 300 43.5 1397.46 27,125 -( 16.93 135 Frame Seal (10B 15007 6.700 300 44.8 1404.16 27,425 -( 17.01 136 Frame Seal (10B 15008 6.700 300 44.8 1410.86 27,725 -( 17.09 137 Frame Seal (10B 15010 6.700 300 44.8 1417.56 28,025 -( 17.18 138 Frame Seal (10B 7158 6.700 300 44.8 1424.26 28,325 -( 17.26 139 Frame Seal (10B 7159 6.700 300 44.8 1430.96 28,625 -( 17.34 140 Frame Seal (10B 7183 6.700 300 44.8 1437.66 28,925 -( North of W. 17.42 141 Frame Seal (10B 7215 6.700 300 44.8 1444.36 29,225 -( Jaycee Home Assoc 17.50 142 Frame Seal (10B 7232 6.700 300 44.8 1451.06 29,525 -( lot 2 17.58 143 Frame Seal (10B 7233 6.700 300 44.8 1457.76 29,825 -( lot 2 17.66 144 Frame Seal (10B 7234 6.700 300 44.8 1464.46 30,125 -( Fairgrounds & W 17.74 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 145 Frame Seal (10B 7240 6.700 300 44.8 1471.16 30,425 -( 17.83 146 Frame Seal (10B 8452 6.700 300 44.8 1477.86 30,725 -( 17.91 147 Frame Seal (10B 8453 6.700 300 44.8 1484.56 31,025 -( 17.99 148 Frame Seal (10B 8454 6.700 300 44.8 1491.26 31,325 -( lot 2 18.07 149 Frame Seal (10B 8455 6.700 300 44.8 1497.96 31,625 -( lot 2, in vacated 18.15 150 Frame Seal (10B 8456 6.700 300 44.8 1504.66 31,925 -( lot 3 18.23 151 Frame Seal (10B 8457 6.700 300 44.8 1511.36 32,225 -( lot 12 18.31 152 Frame Seal (10B 8458 6.700 300 44.8 1518.06 32,525 -( lot 13 18.39 153 Frame Seal (10B 8459 6.700 300 44.8 1524.76 32,825 -( lot 10 18.47 154 Frame Seal (10B 8461 6.700 300 44.8 1531.46 33,125 -( lot 8 18.56 155 Frame Seal (10B 8470 6.700 300 44.8 1538.16 33,425 -( 18.64 156 Frame Seal (10B 8474 6.700 300 44.8 1544.86 33,725 -( 18.72 157 Frame Seal (10B 8477 6.700 300 44.8 1551.56 34,025 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] -( 18.80 158 Frame Seal (10B 8493 6.700 300 44.8 1558.26 34,325 -( 18.88 159 Frame Seal (10B 8499 6.700 300 44.8 1564.96 34,625 -( 18.96 160 Frame Seal (10B 8536 6.700 300 44.8 1571.66 34,925 -( 19.04 161 Frame Seal (10B 8565 6.700 300 44.8 1578.36 35,225 -( 19.12 162 Frame Seal (10B 8584 6.700 300 44.8 1585.06 35,525 -( Thomas Jefferson 19.21 163 Frame Seal (10B 8711 6.700 300 44.8 1591.76 35,825 -( across creek 19.29 164 Frame Seal (10B 8716 6.700 300 44.8 1598.46 36,125 -( 19.37 165 Frame Seal (10B 8721 6.700 300 44.8 1605.16 36,425 -( 19.45 166 Frame Seal (10B 8732 6.700 300 44.8 1611.86 36,725 -( 19.53 167 Frame Seal (10B 8751 6.700 300 44.8 1618.56 37,025 -( 19.61 168 Frame Seal (10B 8752 6.700 300 44.8 1625.26 37,325 -( 19.69 169 Frame Seal (10B 8753 6.700 300 44.8 1631.96 37,625 -( 19.77 170 Line Defect (10A 7131 7130 S 55.560 2,500 45.0 1687.52 40,125 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] -(10A 110 20.45 171 sUncpd (11 9376 9088 A 1.060 50 47.2 1688.58 40,175 -(11 OLD MOVIE THEATER 20.46 172 Vented (10B 8741 13.640 650 47.7 1702.22 40,825 -( 20.63 173 Vented (10B 8747 13.640 650 47.7 1715.86 41,475 -( 20.79 Page# 5 JEFFERSON CITY PHASE I 1:36:09 PM Wednesday, September 04, I/I REDUCTION PROGRAM - COMBINED REPORT No. Source Item Line Segment Location Def I/I Elim Cost $/GPM CUM I/I CUM I/I No. (GPM) ($) (GPM) ($) (%) 174 sDrive Drain (10D 8803 8802 A 41.670 2,000 48.0 1757.53 43,475 -(10D 5014 SHADY LN 21.30 175 Vented (09A 7713 12.990 650 50.0 1770.52 44,125 -( 21.45 176 sUncpd (10A 8162 8161 A 1.000 50 50.0 1771.52 44,175 -(10A 2509 LEXINGTON DR 21.47 177 sUncpd (11 9815 9814 A 0.990 50 50.5 1772.51 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 44,225 -(11 1017 PRIMROSE LANE 21.48 178 sUncpd (11 7372 7371 A 0.990 50 50.5 1773.50 44,275 -(11 2101 TOWER DRIVE 21.49 179 sUncpd (10E 8894 8895 B 0.960 50 52.1 1774.46 44,325 -(10E 5513 SCHERR DR 21.50 180 Frame Seal (09A 15031 5.210 300 57.6 1779.67 44,625 -( 21.56 181 Frame Seal (09A 7032 5.210 300 57.6 1784.88 44,925 -( 21.63 182 Frame Seal (09A 7072 5.210 300 57.6 1790.09 45,225 -( 21.69 183 Frame Seal (09A 7074 5.210 300 57.6 1795.30 45,525 -( 21.75 184 Frame Seal (09A 7087 5.210 300 57.6 1800.51 45,825 -( 21.82 185 Frame Seal (09A 7088 5.210 300 57.6 1805.72 46,125 -( 21.88 186 Frame Seal (09A 7439 5.210 300 57.6 1810.93 46,425 -( 21.94 187 Frame Seal (09A 7444 5.210 300 57.6 1816.14 46,725 -( 22.01 188 Frame Seal (09A 7477 5.210 300 57.6 1821.35 47,025 -( 22.07 189 Frame Seal (09A 7706 5.210 300 57.6 1826.56 47,325 -( 22.13 190 Frame Seal (09A 7709 5.210 300 57.6 1831.77 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 47,625 -( 22.20 191 Frame Seal (09A 7712 5.210 300 57.6 1836.98 47,925 -( 22.26 192 Frame Seal (09A 7713 5.210 300 57.6 1842.19 48,225 -( 22.32 193 Frame Seal (09A 7714 5.210 300 57.6 1847.40 48,525 -( 22.39 194 Frame Seal (09A 7717 5.210 300 57.6 1852.61 48,825 -( 22.45 195 Frame Seal (09A 7745 5.210 300 57.6 1857.82 49,125 -( 22.51 196 Frame Seal (09A 7756 5.210 300 57.6 1863.03 49,425 -( 22.57 197 Frame Seal (09A 7766 5.210 300 57.6 1868.24 49,725 -( 22.64 198 Frame Seal (09A 7768 5.210 300 57.6 1873.45 50,025 -( on independence ct 22.70 199 Frame Seal (09A 7789 5.210 300 57.6 1878.66 50,325 -( 22.76 200 Frame Seal (09A 7815 5.210 300 57.6 1883.87 50,625 -( lot 78 22.83 201 Frame Seal (09A 7816 5.210 300 57.6 1889.08 50,925 -( 22.89 202 Frame Seal (09A 7841 5.210 300 57.6 1894.29 51,225 -( 22.95 203 Frame Seal (09A 7860 5.210 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 300 57.6 1899.50 51,525 -( 23.02 204 Frame Seal (09A 7873 5.210 300 57.6 1904.71 51,825 -( 23.08 205 Frame Seal (09A 7888 5.210 300 57.6 1909.92 52,125 -( 23.14 206 Frame Seal (10E 8914 5.210 300 57.6 1915.13 52,425 -( 23.21 207 Frame Seal (10E 8936 5.210 300 57.6 1920.34 52,725 -( 23.27 208 Frame Seal (10E 8941 5.210 300 57.6 1925.55 53,025 -( 23.33 209 Frame Seal (10E 8947 5.210 300 57.6 1930.76 53,325 -( 23.40 210 Frame Seal (10E 8949 5.210 300 57.6 1935.97 53,625 -( 23.46 211 sUncpd (09A 7889 7888 A 0.860 50 58.1 1936.83 53,675 -(09A 2318 SOUTHRIDGE DR 23.47 212 Vented (09B 15061 11.020 650 59.0 1947.85 54,325 -( 23.60 213 Vented (09B 7536 11.020 650 59.0 1958.87 54,975 -( 23.74 214 sUncpd (11 9791 9792 A 0.850 50 58.8 1959.72 55,025 -(11 839 MAYWOOD DRIVE 23.75 215 Vented (09A 7712 10.610 650 61.3 1970.33 55,675 -( 23.87 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 216 sUncpd (09B 7684 7683 A 0.810 50 61.7 1971.14 55,725 -(09B 1630 HICKORY NUT 23.88 217 sUncpd (11 9423 9421 A 0.790 50 63.3 1971.93 55,775 -(11 1924 DORA LANE 23.89 Page# 6 JEFFERSON CITY PHASE I 1:36:09 PM Wednesday, September 04, I/I REDUCTION PROGRAM - COMBINED REPORT No. Source Item Line Segment Location Def I/I Elim Cost $/GPM CUM I/I CUM I/I No. (GPM) ($) (GPM) ($) (%) 218 sUncpd (11 2369 2368 A 0.790 50 63.3 1972.72 55,825 -(11 108 FRANKLIN 23.90 219 sUncpd (11 9139 9138 A 0.790 50 63.3 1973.51 55,875 -(11 1009 ST MARYS BLVD 23.91 220 sUncpd (11 9138 9137 A 0.790 50 63.3 1974.30 55,925 -(11 611 GEORGIA STREET 23.92 221 Vented (10D 8994 10.180 650 63.9 1984.48 56,575 -( 24.05 222 sArea Drain (10D 8801 8800 A 29.770 2,000 67.2 2014.25 58,575 -(10D 1513 BAGNALL DRIVE 24.41 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 223 sUncpd (10B 8725 8724 A 0.730 50 68.5 2014.98 58,625 -(10B 619 WEST GORDON 24.42 224 sUncpd (10B 8452 8453 C 0.730 50 68.5 2015.71 58,675 -(10B 3322 AMERICAN DR 24.42 225 Vented (09B 7603 9.470 650 68.6 2025.18 59,325 -( 24.54 226 Vented (09B 7645 9.230 650 70.4 2034.41 59,975 -( 24.65 227 Vented (09A 15031 9.190 650 70.7 2043.60 60,625 -( 24.76 228 Pipe Seal (09B 15025 2 4.040 300 74.3 2047.64 60,925 -( 24.81 229 Pipe Seal (09B 15063 2 4.040 300 74.3 2051.68 61,225 -( 24.86 230 Pipe Seal (09B 7046 2 4.040 300 74.3 2055.72 61,525 -( 24.91 231 Pipe Seal (09B 7047 1 4.040 300 74.3 2059.76 61,825 -( 24.96 232 Pipe Seal (09B 7057 2 4.040 300 74.3 2063.80 62,125 -( e.of southridge 25.01 233 Pipe Seal (09B 7057 3 4.040 300 74.3 2067.84 62,425 -( e.of southridge 25.06 234 Pipe Seal (09B 7071 2 4.040 300 74.3 2071.88 62,725 -( 25.11 235 Pipe Seal (09B 7567 2 4.040 300 74.3 2075.92 63,025 -( 25.15 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 236 Pipe Seal (09B 7570 2 4.040 300 74.3 2079.96 63,325 -( e.of southridge 25.20 237 Pipe Seal (09B 7586 2 4.040 300 74.3 2084.00 63,625 -( 25.25 238 Pipe Seal (09B 7596 1 4.040 300 74.3 2088.04 63,925 -( 25.30 239 Pipe Seal (09B 7605 2 4.040 300 74.3 2092.08 64,225 -( 25.35 240 Pipe Seal (09B 7610 2 4.040 300 74.3 2096.12 64,525 -( 25.40 241 Pipe Seal (09B 7640 1 4.040 300 74.3 2100.16 64,825 -( 25.45 242 Pipe Seal (09B 7662 2 4.040 300 74.3 2104.20 65,125 -( 25.50 243 Pipe Seal (09B 7683 2 4.040 300 74.3 2108.24 65,425 -( 25.55 244 sArea Drain (10D 9024 8806 A 26.790 2,000 74.7 2135.03 67,425 -(10D 5008 BAGNALL DRIVE 25.87 245 sUncpd (10D 9016 9015 A 0.640 50 78.1 2135.67 67,475 -(10D 1318 BISCAYNE DR 25.88 246 sUncpd (10D 8767 8768 B 0.640 50 78.1 2136.31 67,525 -(10D 1204 GRANDVIEW CT 25.89 247 sUncpd (10D 8823 8822 A 0.640 50 78.1 2136.95 67,575 -(10D 1612 S. COUNTRY 25.89 248 Vented (09B 7593 8.270 650 78.6 2145.22 68,225 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] -( 25.99 249 Pipe Seal (10D 8830 2 3.740 300 80.2 2148.96 68,525 -( 26.04 250 Pipe Seal (10D 8851 2 3.740 300 80.2 2152.70 68,825 -( 26.09 251 Pipe Seal (10D 8858 1 3.740 300 80.2 2156.44 69,125 -( 26.13 252 Pipe Seal (10D 8866 2 3.740 300 80.2 2160.18 69,425 -( 26.18 253 Pipe Seal (10D 8991 2 3.740 300 80.2 2163.92 69,725 -( 26.22 254 Pipe Seal (10D 9027 2 3.740 300 80.2 2167.66 70,025 -( 26.27 255 Vented (10B 8743 7.940 650 81.9 2175.60 70,675 -( 26.36 256 sServ. Lat. (10B 7227 7217 A 24.250 2,000 82.5 2199.85 72,675 -(10B FAIRGROUNDS MENS 26.66 257 sUncpd (09B 7691 7690 A 0.600 50 83.3 2200.45 72,725 -(09B 1702 VEITH DRIVE 26.66 258 sUncpd (10D 8883 8882 A 0.600 50 83.3 2201.05 72,775 -(10D 5415 SCHERR DR 26.67 259 Frame Seal (10D 8760 3.540 300 84.7 2204.59 73,075 -( 26.71 260 Frame Seal (10D 8770 3.540 300 84.7 2208.13 73,375 -( 26.76 261 Frame Seal (10D 8774 3.540 300 84.7 2211.67 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 73,675 -( 26.80 Page# 7 JEFFERSON CITY PHASE I 1:36:09 PM Wednesday, September 04, I/I REDUCTION PROGRAM - COMBINED REPORT No. Source Item Line Segment Location Def I/I Elim Cost $/GPM CUM I/I CUM I/I No. (GPM) ($) (GPM) ($) (%) 262 Frame Seal (10D 8778 3.540 300 84.7 2215.21 73,975 -( 26.84 263 Frame Seal (10D 8783 3.540 300 84.7 2218.75 74,275 -( 26.89 264 Frame Seal (10D 8784 3.540 300 84.7 2222.29 74,575 -( 26.93 265 Frame Seal (10D 8789 3.540 300 84.7 2225.83 74,875 -( 26.97 266 Frame Seal (10D 8793 3.540 300 84.7 2229.37 75,175 -( 27.01 267 Frame Seal (10D 8799 3.540 300 84.7 2232.91 75,475 -( 27.06 268 Frame Seal (10D 8804 3.540 300 84.7 2236.45 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 75,775 -( 27.10 269 Frame Seal (10D 8805 3.540 300 84.7 2239.99 76,075 -( 27.14 270 Frame Seal (10D 8817 3.540 300 84.7 2243.53 76,375 -( 27.19 271 Frame Seal (10D 8829 3.540 300 84.7 2247.07 76,675 -( 27.23 272 Frame Seal (10D 8833 3.540 300 84.7 2250.61 76,975 -( 27.27 273 Frame Seal (10D 8838 3.540 300 84.7 2254.15 77,275 -( 27.31 274 Frame Seal (10D 8843 3.540 300 84.7 2257.69 77,575 -( 27.36 275 Frame Seal (10D 8844 3.540 300 84.7 2261.23 77,875 -( 27.40 276 Frame Seal (10D 8845 3.540 300 84.7 2264.77 78,175 -( 27.44 277 Frame Seal (10D 8846 3.540 300 84.7 2268.31 78,475 -( 27.49 278 Frame Seal (10D 8847 3.540 300 84.7 2271.85 78,775 -( 27.53 279 Frame Seal (10D 8851 3.540 300 84.7 2275.39 79,075 -( 27.57 280 Frame Seal (10D 8852 3.540 300 84.7 2278.93 79,375 -( off dead end 27.62 281 Frame Seal (10D 8873 3.540 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 300 84.7 2282.47 79,675 -( 27.66 282 Frame Seal (10D 8974 3.540 300 84.7 2286.01 79,975 -( 27.70 283 Frame Seal (10D 8979 3.540 300 84.7 2289.55 80,275 -( 27.74 284 Frame Seal (10D 8980 3.540 300 84.7 2293.09 80,575 -( 27.79 285 Frame Seal (10D 8984 3.540 300 84.7 2296.63 80,875 -( 1610 27.83 286 Frame Seal (10D 8987 3.540 300 84.7 2300.17 81,175 -( 27.87 287 Frame Seal (10D 8995 3.540 300 84.7 2303.71 81,475 -( 27.92 288 Frame Seal (10D 8996 3.540 300 84.7 2307.25 81,775 -( 27.96 289 Frame Seal (10D 9005 3.540 300 84.7 2310.79 82,075 -( 28.00 290 Frame Seal (10D 9013 3.540 300 84.7 2314.33 82,375 -( dead end biscayne 28.04 291 Frame Seal (10D 9018 3.540 300 84.7 2317.87 82,675 -( 28.09 292 Frame Seal (10D 9020 3.540 300 84.7 2321.41 82,975 -( 28.13 293 Frame Seal (10D 9021 3.540 300 84.7 2324.95 83,275 -( 28.17 294 Frame Seal (10D 9024 3.540 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 300 84.7 2328.49 83,575 -( 28.22 295 Frame Seal (10D 9026 3.540 300 84.7 2332.03 83,875 -( 28.26 296 sUncpd (11 7381 7380 A 0.590 50 84.7 2332.62 83,925 -(11 909 TANYA LYNN 28.27 297 sUncpd (11 9145 9144 A 0.590 50 84.7 2333.21 83,975 -(11 1211 ST MARYS BLVD 28.27 298 Pipe Seal (09B 7526 1 1.160 100 86.2 2334.37 84,075 -( 28.29 299 Pipe Seal (09B 7526 2 1.160 100 86.2 2335.53 84,175 -( 28.30 300 Pipe Seal (09B 7601 2 1.160 100 86.2 2336.69 84,275 -( 28.32 301 sUncpd (09B 7568 7567 A 0.570 50 87.7 2337.26 84,325 -(09B 1800 OVERLOOK 28.32 302 Vented (10D 8972 7.200 650 90.3 2344.46 84,975 -( 28.41 303 sUncpd (10E 8894 8895 A 0.550 50 90.9 2345.01 85,025 -(10E 5511 SCHERR DR 28.42 304 Cover To (09B 7659 6.960 650 93.4 2351.97 85,675 -( 28.50 305 Cover To (09B 7676 6.960 650 93.4 2358.93 86,325 -( 28.58 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] Page# 8 JEFFERSON CITY PHASE I 1:36:09 PM Wednesday, September 04, I/I REDUCTION PROGRAM - COMBINED REPORT No. Source Item Line Segment Location Def I/I Elim Cost $/GPM CUM I/I CUM I/I No. (GPM) ($) (GPM) ($) (%) 306 Cover To (09B 7695 6.960 650 93.4 2365.89 86,975 -( 28.67 307 Pipe Seal (10D 8778 2 1.070 100 93.5 2366.96 87,075 -( 28.68 308 Pipe Seal (10D 8780 1 1.070 100 93.5 2368.03 87,175 -( 28.69 309 Pipe Seal (10D 8780 2 1.070 100 93.5 2369.10 87,275 -( 28.71 310 Pipe Seal (10D 8822 2 1.070 100 93.5 2370.17 87,375 -( 28.72 311 Pipe Seal (10D 8868 2 1.070 100 93.5 2371.24 87,475 -( 28.73 312 Pipe Seal (10D 8977 2 1.070 100 93.5 2372.31 87,575 -( 28.75 313 sUncpd (11 8062 8061 A 0.530 50 94.3 2372.84 87,625 -(11 2703 WALMART DRIVE 28.75 314 sDrive Drain (11 9480 9364 A 18.640 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 2,000 107.3 2391.48 89,625 -(11 911 INDIANA 28.98 315 sUncpd (09A 7808 15020 A 0.460 50 108.7 2391.94 89,675 -(09A 1800 VIETH DRIVE 28.98 316 Line Defect (10D 8820 8816 T 22.050 2,500 113.4 2413.99 92,175 -(10D 60 29.25 317 sUncpd (09A 7848 7847 A 0.430 50 116.3 2414.42 92,225 -(09A 2315 PLYMOUTH ROCK 29.26 318 sUncpd (11 9148 9147 A 0.420 50 119.0 2414.84 92,275 -(11 1713 ST MARYS BLVD 29.26 319 Vented (09B 7562 5.330 650 122.0 2420.17 92,925 -( 29.33 320 Vented (09B 7563 5.330 650 122.0 2425.50 93,575 -( 29.39 321 Vented (09B 7565 5.330 650 122.0 2430.83 94,225 -( 29.46 322 Vented (09B 7633 5.330 650 122.0 2436.16 94,875 -( 29.52 323 Vented (09B 7651 5.330 650 122.0 2441.49 95,525 -( 29.59 324 Vented (09A 15065 5.300 650 122.6 2446.79 96,175 -( 29.65 325 Pipe Seal (10E 8922 1 2.400 300 125.0 2449.19 96,475 -( 29.68 326 Pipe Seal (10E 8924 1 2.400 300 125.0 2451.59 96,775 -( 29.71 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 327 Pipe Seal (10E 8951 2 2.400 300 125.0 2453.99 97,075 -( off of kendale ln 29.74 328 Pipe Seal (10E 8955 2 2.400 300 125.0 2456.39 97,375 -( off deadend of 29.77 329 Pipe Seal (10E 8956 2 2.400 300 125.0 2458.79 97,675 -( 29.79 330 sUncpd (10D 8795 15001 A 0.400 50 125.0 2459.19 97,725 -(10D 1509 WESTVIEW DR 29.80 331 Cover To (10A 8120 5.150 650 126.2 2464.34 98,375 -( 29.86 332 Cover To (10A 8255 5.150 650 126.2 2469.49 99,025 -( 29.92 333 Drainage (09A 7461 7460 S 19.840 2,500 126.0 2489.33 101,525 -(09A 12 30.17 334 sUncpd (11 8039 7107 A 0.390 50 128.2 2489.72 101,575 -(11 815 WEST STADIUM 30.17 335 sUncpd (11 9805 9806 A 0.390 50 128.2 2490.11 101,625 -(11 2014 DAISY LANE 30.17 336 sUncpd (11 9428 9426 A 0.390 50 128.2 2490.50 101,675 -(11 813 PRIMROSE LANE 30.18 337 sUncpd (11 2372 15076 A 0.390 50 128.2 2490.89 101,725 -(11 1105 JEFFERSON 30.18 338 sUncpd (11 2372 15076 B 0.390 50 128.2 2491.28 101,775 -(11 1107 JEFFERSON 30.19 339 sUncpd (11 2435 2454 A 0.390 50 128.2 2491.67 101,825 -(11 1014 HAWTHORNE 30.19 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 340 sUncpd (11 9120 9119 B 0.390 50 128.2 2492.06 101,875 -(11 2014 MISSOURI BLVD 30.20 341 sUncpd (11 9402 9408 A 0.390 50 128.2 2492.45 101,925 -(11 801 MISSOURI BLVD 30.20 342 sUncpd (11 9143 9142 A 0.390 50 128.2 2492.84 101,975 -(11 617 KANSAS STREET 30.21 343 Frame Seal (09B 7048 2.300 300 130.4 2495.14 102,275 -( 30.24 344 Frame Seal (09B 7059 2.300 300 130.4 2497.44 102,575 -( n.of rt 30.26 345 Frame Seal (09B 7068 2.300 300 130.4 2499.74 102,875 -( 30.29 346 Frame Seal (09B 7537 2.300 300 130.4 2502.04 103,175 -( 30.32 347 Frame Seal (09B 7580 2.300 300 130.4 2504.34 103,475 -( 30.35 348 Frame Seal (09B 7614 2.300 300 130.4 2506.64 103,775 -( 30.37 349 Cover To (10B 8549 5.010 650 129.7 2511.65 104,425 -( 30.44 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] Page# 9 JEFFERSON CITY PHASE I 1:36:09 PM Wednesday, September 04, I/I REDUCTION PROGRAM - COMBINED REPORT No. Source Item Line Segment Location Def I/I Elim Cost $/GPM CUM I/I CUM I/I No. (GPM) ($) (GPM) ($) (%) 350 Cover To (10B 8561 5.010 650 129.7 2516.66 105,075 -( 30.50 351 Cover To (10B 8569 5.010 650 129.7 2521.67 105,725 -( 30.56 352 Pipe Seal (10A 7097 1 2.250 300 133.3 2523.92 106,025 -( sylvester bamboon 30.58 353 Pipe Seal (10A 7097 2 2.250 300 133.3 2526.17 106,325 -( sylvester bamboon 30.61 354 Pipe Seal (10A 7097 4 2.250 300 133.3 2528.42 106,625 -( sylvester bamboon 30.64 355 Pipe Seal (10A 7099 1 2.250 300 133.3 2530.67 106,925 -( sylvester bemboom 30.67 356 Pipe Seal (10A 7099 2 2.250 300 133.3 2532.92 107,225 -( sylvester bemboom 30.69 357 Pipe Seal (10A 7110 2 2.250 300 133.3 2535.17 107,525 -( 30.72 358 Pipe Seal (10A 7113 1 2.250 300 133.3 2537.42 107,825 -( 30.75 359 Pipe Seal (10A 7113 2 2.250 300 133.3 2539.67 108,125 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] -( 30.78 360 Pipe Seal (10A 7115 3 2.250 300 133.3 2541.92 108,425 -( 30.80 361 Pipe Seal (10A 7119 1 2.250 300 133.3 2544.17 108,725 -( 30.83 362 Pipe Seal (10A 7119 2 2.250 300 133.3 2546.42 109,025 -( 30.86 363 Pipe Seal (10A 7122 2 2.250 300 133.3 2548.67 109,325 -( 30.88 364 Pipe Seal (10A 7128 2 2.250 300 133.3 2550.92 109,625 -( 30.91 365 Pipe Seal (10A 7128 3 2.250 300 133.3 2553.17 109,925 -( 30.94 366 Pipe Seal (10A 7128 4 2.250 300 133.3 2555.42 110,225 -( 30.97 367 Pipe Seal (10A 7163 1 2.250 300 133.3 2557.67 110,525 -( 97 s.e. of emerald 30.99 368 Pipe Seal (10A 7163 2 2.250 300 133.3 2559.92 110,825 -( 97 s.e. of emerald 31.02 369 Pipe Seal (10A 8098 1 2.250 300 133.3 2562.17 111,125 -( 31.05 370 Pipe Seal (10A 8121 1 2.250 300 133.3 2564.42 111,425 -( Sylvester Bemboom 31.08 371 Pipe Seal (10A 8121 2 2.250 300 133.3 2566.67 111,725 -( Sylvester Bemboom 31.10 372 Pipe Seal (10A 8128 3 2.250 300 133.3 2568.92 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 112,025 -( 31.13 373 Pipe Seal (10A 8257 2 2.250 300 133.3 2571.17 112,325 -( 31.16 374 Pipe Seal (10A 9487 1 2.250 300 133.3 2573.42 112,625 -( 31.18 375 Pipe Seal (10E 8922 3 0.680 100 147.1 2574.10 112,725 -( 31.19 376 Line Defect (10B 8715 8714 S 16.760 2,500 149.2 2590.86 115,225 -(10B 206 31.40 377 Pipe Seal (10A 8090 2 0.640 100 156.3 2591.50 115,325 -( 31.40 378 Pipe Seal (10A 8092 1 0.640 100 156.3 2592.14 115,425 -( 31.41 379 Pipe Seal (10A 8092 2 0.640 100 156.3 2592.78 115,525 -( 31.42 380 Pipe Seal (10A 8104 2 0.640 100 156.3 2593.42 115,625 -( 31.43 381 Pipe Seal (10A 8113 2 0.640 100 156.3 2594.06 115,725 -( 31.43 382 Pipe Seal (10A 8135 2 0.640 100 156.3 2594.70 115,825 -( 31.44 383 Pipe Seal (10A 8136 1 0.640 100 156.3 2595.34 115,925 -( 31.45 384 Pipe Seal (10A 8136 3 0.640 100 156.3 2595.98 116,025 -( 31.46 385 Pipe Seal (10A 8187 1 0.640 100 156.3 2596.62 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 116,125 -( 31.47 386 Pipe Seal (10A 8187 2 0.640 100 156.3 2597.26 116,225 -( 31.47 387 Pipe Seal (10A 9521 1 0.640 100 156.3 2597.90 116,325 -( 31.48 388 Pipe Seal (10A 9521 3 0.640 100 156.3 2598.54 116,425 -( 31.49 389 Vented (10D 8802 4.050 650 160.5 2602.59 117,075 -( 31.54 390 Vented (10D 8809 4.050 650 160.5 2606.64 117,725 -( 31.59 391 Vented (10D 8862 4.050 650 160.5 2610.69 118,375 -( 31.64 392 Vented (10D 9004 4.050 650 160.5 2614.74 119,025 -( 31.68 393 Vented (10B 8708 3.970 650 163.7 2618.71 119,675 -( 655 Hobbs Road 31.73 Page# 10 JEFFERSON CITY PHASE I 1:36:09 PM Wednesday, September 04, I/I REDUCTION PROGRAM - COMBINED REPORT file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] No. Source Item Line Segment Location Def I/I Elim Cost $/GPM CUM I/I CUM I/I No. (GPM) ($) (GPM) ($) (%) 394 Cover To (09A 7839 3.890 650 167.1 2622.60 120,325 -( 31.78 395 Cover To (09A 7873 3.890 650 167.1 2626.49 120,975 -( 31.83 396 Cover To (10E 8936 3.890 650 167.1 2630.38 121,625 -( 31.87 397 Cover To (10E 8941 3.890 650 167.1 2634.27 122,275 -( 31.92 398 Cover To (10E 8949 3.890 650 167.1 2638.16 122,925 -( 31.97 399 Vented (11 2357 3.860 650 168.4 2642.02 123,575 -( 32.02 400 Vented (11 2361 3.860 650 168.4 2645.88 124,225 -( 32.06 401 Vented (11 9070 3.860 650 168.4 2649.74 124,875 -( 32.11 402 Drainage (10D 8850 8843 S 14.880 2,500 168.0 2664.62 127,375 -(10D 59 32.29 403 Vented (11 9074 3.750 650 173.3 2668.37 128,025 -( 32.33 404 Frame Seal (10A 7143 1.700 300 176.5 2670.07 128,325 -( sw edgewood, wof 32.36 405 Frame Seal (10A 7147 1.700 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 300 176.5 2671.77 128,625 -( b/w edgewd & 32.38 406 Frame Seal (10A 8084 1.700 300 176.5 2673.47 128,925 -( 32.40 407 Frame Seal (10A 8136 1.700 300 176.5 2675.17 129,225 -( 32.42 408 Frame Seal (10A 8137 1.700 300 176.5 2676.87 129,525 -( 32.44 409 Frame Seal (10A 8180 1.700 300 176.5 2678.57 129,825 -( 32.46 410 Frame Seal (10A 8182 1.700 300 176.5 2680.27 130,125 -( 32.48 411 Frame Seal (10B 15009 1.660 300 180.7 2681.93 130,425 -( 32.50 412 Frame Seal (10B 7189 1.660 300 180.7 2683.59 130,725 -( robert kauffman 32.52 413 Frame Seal (10B 7238 1.660 300 180.7 2685.25 131,025 -( 32.54 414 Frame Seal (10B 8397 1.660 300 180.7 2686.91 131,325 -( 32.56 415 Frame Seal (10B 8433 1.660 300 180.7 2688.57 131,625 -( 32.58 416 Frame Seal (10B 8553 1.660 300 180.7 2690.23 131,925 -( 32.60 417 Frame Seal (10B 8570 1.660 300 180.7 2691.89 132,225 -( 32.62 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 418 Frame Seal (10B 8571 1.660 300 180.7 2693.55 132,525 -( 32.64 419 Frame Seal (10B 8574 1.660 300 180.7 2695.21 132,825 -( 32.66 420 Frame Seal (10B 8705 1.660 300 180.7 2696.87 133,125 -( 32.68 421 Frame Seal (10B 8739 1.660 300 180.7 2698.53 133,425 -( 32.70 422 Frame Seal (10B 8740 1.660 300 180.7 2700.19 133,725 -( 32.72 423 sServ. Lat. (10E 8958 8957 A 10.580 2,000 189.0 2710.77 135,725 -(10E 1211 MERNIE DRIVE 32.85 424 Pipe Seal (10B 7153 4 1.500 300 200.0 2712.27 136,025 -( 32.87 425 Pipe Seal (10B 7158 1 1.500 300 200.0 2713.77 136,325 -( 32.89 426 Pipe Seal (10B 7158 2 1.500 300 200.0 2715.27 136,625 -( 32.90 427 Pipe Seal (10B 7184 3 1.500 300 200.0 2716.77 136,925 -( North of W. 32.92 428 Pipe Seal (10B 7185 3 1.500 300 200.0 2718.27 137,225 -( South of W. 32.94 429 Pipe Seal (10B 7194 3 1.500 300 200.0 2719.77 137,525 -( 32.96 430 Pipe Seal (10B 7197 2 1.500 300 200.0 2721.27 137,825 -( 32.98 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 431 Pipe Seal (10B 7213 1 1.500 300 200.0 2722.77 138,125 -( County Park Lake 32.99 432 Pipe Seal (10B 7225 3 0.500 100 200.0 2723.27 138,225 -( South of W. 33.00 433 Pipe Seal (10B 7244 1 1.500 300 200.0 2724.77 138,525 -( 33.02 434 Pipe Seal (10B 7244 2 1.500 300 200.0 2726.27 138,825 -( 33.04 435 Pipe Seal (10B 8475 4 1.500 300 200.0 2727.77 139,125 -( by pole by creek 33.05 436 Pipe Seal (10B 8476 1 1.500 300 200.0 2729.27 139,425 -( 33.07 437 Pipe Seal (10B 8476 3 1.500 300 200.0 2730.77 139,725 -( 33.09 Page# 11 JEFFERSON CITY PHASE I 1:36:09 PM Wednesday, September 04, I/I REDUCTION PROGRAM - COMBINED REPORT No. Source Item Line Segment Location Def I/I Elim Cost $/GPM CUM I/I CUM I/I No. (GPM) ($) (GPM) ($) (%) file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 438 Pipe Seal (10B 8477 2 1.500 300 200.0 2732.27 140,025 -( 33.11 439 Pipe Seal (10B 8510 1 1.500 300 200.0 2733.77 140,325 -( 33.13 440 Pipe Seal (10B 8556 2 1.500 300 200.0 2735.27 140,625 -( 33.15 441 Pipe Seal (10B 8581 2 1.500 300 200.0 2736.77 140,925 -( Thomas Jefferson 33.16 442 Pipe Seal (10B 8703 2 1.500 300 200.0 2738.27 141,225 -( 33.18 443 Pipe Seal (10B 8745 2 0.500 100 200.0 2738.77 141,325 -( 33.19 444 sDrive Drain (09A 7442 7440 A 9.920 2,000 201.6 2748.69 143,325 -(09A 2207 BUEHRLE DRIVE 33.31 445 Line Defect (10B 8712 8711 S 12.130 2,500 206.1 2760.82 145,825 -(10B 20 33.46 446 Line Defect (11 9470 9472 T 12.130 2,500 206.1 2772.95 148,325 -(11 41 33.60 447 Vented (10D 8996 3.140 650 207.0 2776.09 148,975 -( 33.64 448 sUncpd (11 9126 9125 A 0.240 50 208.3 2776.33 149,025 -(11 601 HOWARD STREET 33.64 449 Vented (09A 7439 3.090 650 210.4 2779.42 149,675 -( 33.68 450 Vented (09A 7705 3.090 650 210.4 2782.51 150,325 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] -( 33.72 451 Vented (09A 7842 3.090 650 210.4 2785.60 150,975 -( 33.76 452 Vented (11 2377 3.090 650 210.4 2788.69 151,625 -( 33.79 453 Vented (11 9130 3.090 650 210.4 2791.78 152,275 -( Alley in rear 33.83 454 Chimney (09B 7586 2.300 500 217.4 2794.08 152,775 -( 33.86 455 Sump (11 9137 9136 1 1.600 350 218.8 2795.68 153,125 -(11 606 Michigan 33.88 456 Sump (11 9145 9144 1 1.600 350 218.8 2797.28 153,475 -(11 1201 St Marys 33.90 457 Sump (11 9397 9405 1 1.600 350 218.8 2798.88 153,825 -(11 608 Ohio St 33.92 458 Sump (11 9402 9408 1 1.600 350 218.8 2800.48 154,175 -(11 807 Missouri Blvd 33.94 459 Vented (11 7307 2.960 650 219.6 2803.44 154,825 -( 33.97 460 sDrive Drain (11 9826 9823 B 9.100 2,000 219.8 2812.54 156,825 -(11 1101 MAYWOOD DRIVE 34.08 461 Frame Seal (11 15024 1.300 300 230.8 2813.84 157,125 -( 34.10 462 Frame Seal (11 15039 1.300 300 230.8 2815.14 157,425 -( 34.11 463 Frame Seal (11 15044 1.300 300 230.8 2816.44 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 157,725 -( 34.13 464 Frame Seal (11 15046 1.300 300 230.8 2817.74 158,025 -( 34.15 465 Frame Seal (11 2312 1.300 300 230.8 2819.04 158,325 -( 34.16 466 Frame Seal (11 2338 1.300 300 230.8 2820.34 158,625 -( behind McKnight 34.18 467 Frame Seal (11 2343 1.300 300 230.8 2821.64 158,925 -( 34.19 468 Frame Seal (11 2346 1.300 300 230.8 2822.94 159,225 -( N of Broadway 34.21 469 Frame Seal (11 2369 1.300 300 230.8 2824.24 159,525 -( 34.22 470 Frame Seal (11 2372 1.300 300 230.8 2825.54 159,825 -( 34.24 471 Frame Seal (11 2460 1.300 300 230.8 2826.84 160,125 -( 34.26 472 Frame Seal (11 2735 1.300 300 230.8 2828.14 160,425 -( N of Broadway 34.27 473 Frame Seal (11 6977 1.300 300 230.8 2829.44 160,725 -( 34.29 474 Frame Seal (11 6978 1.300 300 230.8 2830.74 161,025 -( 34.30 475 Frame Seal (11 6981 1.300 300 230.8 2832.04 161,325 -( 34.32 476 Frame Seal (11 6983 1.300 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 300 230.8 2833.34 161,625 -( 34.33 477 Frame Seal (11 6986 1.300 300 230.8 2834.64 161,925 -( 34.35 478 Frame Seal (11 6991 1.300 300 230.8 2835.94 162,225 -( 34.37 479 Frame Seal (11 6992 1.300 300 230.8 2837.24 162,525 -( 34.38 480 Frame Seal (11 6998 1.300 300 230.8 2838.54 162,825 -( 34.40 481 Frame Seal (11 7012 1.300 300 230.8 2839.84 163,125 -( 34.41 Page# 12 JEFFERSON CITY PHASE I 1:36:09 PM Wednesday, September 04, I/I REDUCTION PROGRAM - COMBINED REPORT No. Source Item Line Segment Location Def I/I Elim Cost $/GPM CUM I/I CUM I/I No. (GPM) ($) (GPM) ($) (%) 482 Frame Seal (11 7016 1.300 300 230.8 2841.14 163,425 -( 34.43 483 Frame Seal (11 7023 1.300 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 300 230.8 2842.44 163,725 -( 34.44 484 Frame Seal (11 7025 1.300 300 230.8 2843.74 164,025 -( 34.46 485 Frame Seal (11 7253 1.300 300 230.8 2845.04 164,325 -( 34.48 486 Frame Seal (11 7258 1.300 300 230.8 2846.34 164,625 -( 34.49 487 Frame Seal (11 7259 1.300 300 230.8 2847.64 164,925 -( 34.51 488 Frame Seal (11 7261 1.300 300 230.8 2848.94 165,225 -( 34.52 489 Frame Seal (11 7264 1.300 300 230.8 2850.24 165,525 -( 34.54 490 Frame Seal (11 7266 1.300 300 230.8 2851.54 165,825 -( 34.55 491 Frame Seal (11 7272 1.300 300 230.8 2852.84 166,125 -( 34.57 492 Frame Seal (11 7274 1.300 300 230.8 2854.14 166,425 -( 34.59 493 Frame Seal (11 7283 1.300 300 230.8 2855.44 166,725 -( 34.60 494 Frame Seal (11 7289 1.300 300 230.8 2856.74 167,025 -( 34.62 495 Frame Seal (11 7314 1.300 300 230.8 2858.04 167,325 -( 34.63 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 496 Frame Seal (11 7330 1.300 300 230.8 2859.34 167,625 -( 34.65 497 Frame Seal (11 7341 1.300 300 230.8 2860.64 167,925 -( 34.67 498 Frame Seal (11 7349 1.300 300 230.8 2861.94 168,225 -( 34.68 499 Frame Seal (11 7367 1.300 300 230.8 2863.24 168,525 -( 34.70 500 Frame Seal (11 7389 1.300 300 230.8 2864.54 168,825 -( 34.71 501 Frame Seal (11 8028 1.300 300 230.8 2865.84 169,125 -( 34.73 502 Frame Seal (11 8030 1.300 300 230.8 2867.14 169,425 -( 34.74 503 Frame Seal (11 8031 1.300 300 230.8 2868.44 169,725 -( 34.76 504 Frame Seal (11 9075 1.300 300 230.8 2869.74 170,025 -( 34.78 505 Frame Seal (11 9080 1.300 300 230.8 2871.04 170,325 -( 34.79 506 Frame Seal (11 9093 1.300 300 230.8 2872.34 170,625 -( 34.81 507 Frame Seal (11 9104 1.300 300 230.8 2873.64 170,925 -( intersection 34.82 508 Frame Seal (11 9141 1.300 300 230.8 2874.94 171,225 -( 34.84 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 509 Frame Seal (11 9146 1.300 300 230.8 2876.24 171,525 -( 34.85 510 Frame Seal (11 9147 1.300 300 230.8 2877.54 171,825 -( 34.87 511 Frame Seal (11 9153 1.300 300 230.8 2878.84 172,125 -( 34.89 512 Frame Seal (11 9178 1.300 300 230.8 2880.14 172,425 -( 34.90 513 Frame Seal (11 9179 1.300 300 230.8 2881.44 172,725 -( 34.92 514 Frame Seal (11 9183 1.300 300 230.8 2882.74 173,025 -( 34.93 515 Frame Seal (11 9245 1.300 300 230.8 2884.04 173,325 -( 34.95 516 Frame Seal (11 9255 1.300 300 230.8 2885.34 173,625 -( 34.96 517 Frame Seal (11 9271 1.300 300 230.8 2886.64 173,925 -( 34.98 518 Frame Seal (11 9272 1.300 300 230.8 2887.94 174,225 -( 35.00 519 Frame Seal (11 9277 1.300 300 230.8 2889.24 174,525 -( 35.01 520 Frame Seal (11 9334 1.300 300 230.8 2890.54 174,825 -( 35.03 521 Frame Seal (11 9344 1.300 300 230.8 2891.84 175,125 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] -( 35.04 522 Frame Seal (11 9359 1.300 300 230.8 2893.14 175,425 -( 35.06 523 Frame Seal (11 9368 1.300 300 230.8 2894.44 175,725 -( 35.07 524 Frame Seal (11 9369 1.300 300 230.8 2895.74 176,025 -( 35.09 525 Frame Seal (11 9376 1.300 300 230.8 2897.04 176,325 -( 35.11 Page# 13 JEFFERSON CITY PHASE I 1:36:09 PM Wednesday, September 04, I/I REDUCTION PROGRAM - COMBINED REPORT No. Source Item Line Segment Location Def I/I Elim Cost $/GPM CUM I/I CUM I/I No. (GPM) ($) (GPM) ($) (%) 526 Frame Seal (11 9384 1.300 300 230.8 2898.34 176,625 -( 35.12 527 Frame Seal (11 9387 1.300 300 230.8 2899.64 176,925 -( 35.14 528 Frame Seal (11 9391 1.300 300 230.8 2900.94 177,225 -( 35.15 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 529 Frame Seal (11 9395 1.300 300 230.8 2902.24 177,525 -( 35.17 530 Frame Seal (11 9401 1.300 300 230.8 2903.54 177,825 -( 35.19 531 Frame Seal (11 9412 1.300 300 230.8 2904.84 178,125 -( 35.20 532 Frame Seal (11 9417 1.300 300 230.8 2906.14 178,425 -( 35.22 533 Frame Seal (11 9418 1.300 300 230.8 2907.44 178,725 -( 35.23 534 Frame Seal (11 9427 1.300 300 230.8 2908.74 179,025 -( 35.25 535 Frame Seal (11 9449 1.300 300 230.8 2910.04 179,325 -( 35.26 536 Frame Seal (11 9469 1.300 300 230.8 2911.34 179,625 -( 35.28 537 Frame Seal (11 9471 1.300 300 230.8 2912.64 179,925 -( 35.30 538 Frame Seal (11 9481 1.300 300 230.8 2913.94 180,225 -( 35.31 539 Frame Seal (11 9484 1.300 300 230.8 2915.24 180,525 -( 35.33 540 Frame Seal (11 9796 1.300 300 230.8 2916.54 180,825 -( 35.34 541 Frame Seal (11 9804 1.300 300 230.8 2917.84 181,125 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] -( 35.36 542 Frame Seal (09A 7455 1.290 300 232.6 2919.13 181,425 -( 35.37 543 Pipe Seal (10B 7156 3 0.430 100 232.6 2919.56 181,525 -( 35.38 544 Pipe Seal (10B 7218 2 0.430 100 232.6 2919.99 181,625 -( Jaycee Home Assoc 35.38 545 Pipe Seal (10B 7236 3 0.430 100 232.6 2920.42 181,725 -( 35.39 546 Pipe Seal (10B 8557 2 0.430 100 232.6 2920.85 181,825 -( off S. Country 35.39 547 Pipe Seal (10B 8720 1 0.430 100 232.6 2921.28 181,925 -( 35.40 548 Frame Seal (10E 8932 1.290 300 232.6 2922.57 182,225 -( 35.42 549 Drainage (11 9825 9818 S 10.610 2,500 235.6 2933.18 184,725 -(11 99 35.54 550 sUncpd (11 9273 9272 A 0.210 50 238.1 2933.39 184,775 -(11 1004 REAR NORTH 35.55 551 sUncpd (11 9341 9340 A 0.210 50 238.1 2933.60 184,825 -(11 1506 EDMOND 35.55 552 sUncpd (11 9166 9165 A 0.210 50 238.1 2933.81 184,875 -(11 1510 MISSOURI BLVD 35.55 553 Chimney (09B 7623 2.090 500 239.2 2935.90 185,375 -( 35.58 554 sServ. Lat. (10B 8452 8453 B 8.380 2,000 238.7 2944.28 187,375 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] -(10B 3222 AMERICAN DR 35.68 555 Cover To (10D 8789 2.640 650 246.2 2946.92 188,025 -( 35.71 556 Cover To (10D 8810 2.640 650 246.2 2949.56 188,675 -( 35.74 557 Cover To (10D 8858 2.640 650 246.2 2952.20 189,325 -( 35.77 558 Cover To (10D 8874 2.640 650 246.2 2954.84 189,975 -( 35.81 559 Cover To (10D 8984 2.640 650 246.2 2957.48 190,625 -( 1610 starlite dr 35.84 560 Cover To (10D 8995 2.640 650 246.2 2960.12 191,275 -( 35.87 561 Cover To (10D 9005 2.640 650 246.2 2962.76 191,925 -( 35.90 562 Cover To (10D 9007 2.640 650 246.2 2965.40 192,575 -( 35.93 563 sUncpd (11 9120 9119 A 0.200 50 250.0 2965.60 192,625 -(11 2022 MISSOURI BLVD 35.94 564 sUncpd (11 9140 9138 A 0.200 50 250.0 2965.80 192,675 -(11 1005 ST MARTINS 35.94 565 sUncpd (11 9416 9402 A 0.200 50 250.0 2966.00 192,725 -(11 622 DELAWARE 35.94 566 sServ. Lat. (10D 8802 8999 A 7.940 2,000 251.9 2973.94 194,725 -(10D 1609 SHADY COURT 36.04 567 Wall (10D 8780 1.980 500 252.5 2975.92 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 195,225 -( 36.06 568 Vented (10D 9003 2.480 650 262.1 2978.40 195,875 -( 36.09 569 Vented (10D 9021 2.480 650 262.1 2980.88 196,525 -( 36.12 Page# 14 JEFFERSON CITY PHASE I 1:36:09 PM Wednesday, September 04, I/I REDUCTION PROGRAM - COMBINED REPORT No. Source Item Line Segment Location Def I/I Elim Cost $/GPM CUM I/I CUM I/I No. (GPM) ($) (GPM) ($) (%) 570 sStrwll (10D 8821 8820 A 7.540 2,000 265.3 2988.42 198,525 -(10D 1620-D CHADDSFORD 36.21 571 sDrive Drain (11 2432 2431 A 7.490 2,000 267.0 2995.91 200,525 -(11 1004 HOLLY DR 36.30 572 Vented (09B 7579 2.370 650 274.3 2998.28 201,175 -( 36.33 573 Vented (11 2376 2.320 650 280.2 3000.60 201,825 -( 36.36 574 sStrwll (11 9819 9820 A 6.910 2,000 289.4 3007.51 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 203,825 -(11 1025 DOGWOOD DRIVE 36.45 575 Curb Inlet (11 2311 2310 S 34.110 10,000 293.2 3041.62 213,825 -(11 298 36.86 576 Chimney (10B 8499 1.660 500 301.2 3043.28 214,325 -( 36.88 577 sServ. Lat. (10D 8778 8776 A 6.610 2,000 302.6 3049.89 216,325 -(10D 1317 WESTVIEW DR 36.96 578 Line Defect (11 9124 9123 S 8.080 2,500 309.4 3057.97 218,825 -(11 123 37.06 579 Vented (10D 8807 2.090 650 311.0 3060.06 219,475 -( 37.08 580 Vented (10D 8981 2.090 650 311.0 3062.15 220,125 -( 37.11 581 Vented (10D 8983 2.090 650 311.0 3064.24 220,775 -( 37.13 582 Vented (10D 8987 2.090 650 311.0 3066.33 221,425 -( 37.16 583 Vented (10D 8992 2.090 650 311.0 3068.42 222,075 -( 37.18 584 Vented (10D 9006 2.090 650 311.0 3070.51 222,725 -( 37.21 585 Sump (11 15066 9112 1 1.600 500 312.5 3072.11 223,225 -(11 613 Virginia St 37.23 586 Sump (11 2431 2430 1 1.600 500 312.5 3073.71 223,725 -(11 1001 Holly 37.25 587 Sump (11 2432 2431 1 1.600 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 500 312.5 3075.31 224,225 -(11 1006 Holly 37.27 588 Sump (11 9110 9106 1 1.600 500 312.5 3076.91 224,725 -(11 614-A Waverly 37.29 589 Sump (11 9110 9106 1 1.600 500 312.5 3078.51 225,225 -(11 619 Waverly 37.31 590 Sump (11 9110 9106 1 1.600 500 312.5 3080.11 225,725 -(11 631 Waverly 37.33 591 Sump (11 9112 9104 1 1.600 500 312.5 3081.71 226,225 -(11 617 Virginia St 37.34 592 Sump (11 9112 9104 1 1.600 500 312.5 3083.31 226,725 -(11 623 Virginia St 37.36 593 Sump (11 9112 9104 1 1.600 500 312.5 3084.91 227,225 -(11 612 Virginia 37.38 594 Sump (11 9130 9128 1 1.600 500 312.5 3086.51 227,725 -(11 632 Georgia St 37.40 595 Sump (11 2457 2445 1 1.600 500 312.5 3088.11 228,225 -(11 805 Linden 37.42 596 Sump (11 2461 15073 1 1.600 500 312.5 3089.71 228,725 -(11 1128 Darlene 37.44 597 Sump (11 9137 9136 1 1.600 500 312.5 3091.31 229,225 -(11 615 Georgia St 37.46 598 Sump (11 9401 9400 1 1.600 500 312.5 3092.91 229,725 -(11 805 St Marys 37.48 599 Sump (11 9142 9141 1 1.600 500 312.5 3094.51 230,225 -(11 618 Kansas St 37.50 600 Sump (11 9143 9142 1 1.600 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 500 312.5 3096.11 230,725 -(11 614 Kansas 37.52 601 Sump (11 9143 9142 1 1.600 500 312.5 3097.71 231,225 -(11 617 Kansas 37.54 602 Sump (11 9144 9143 1 1.600 500 312.5 3099.31 231,725 -(11 610 Kansas 37.56 603 Sump (11 9145 9144 1 1.600 500 312.5 3100.91 232,225 -(11 1211 St Marys Blvd 37.58 604 Sump (11 9389 9388 1 1.600 500 312.5 3102.51 232,725 -(11 1005 Laurel St 37.60 605 Sump (11 9447 9446 1 1.600 500 312.5 3104.11 233,225 -(11 606 Waverly 37.62 606 Sump (11 9449 15081 1 1.600 500 312.5 3105.71 233,725 -(11 607 Waverly St 37.64 607 Sump (11 9478 9476 1 1.600 500 312.5 3107.31 234,225 -(11 909 Montana 37.65 608 Chimney (10A 8140 1.540 500 324.7 3108.85 234,725 -( 37.67 609 Chimney (10A 8334 1.540 500 324.7 3110.39 235,225 -( 37.69 610 Vented (10B 8468 1.980 650 328.3 3112.37 235,875 -( lot 7 37.72 611 sServ. Lat. (11 9478 9476 A 6.060 2,000 330.0 3118.43 237,875 -(11 906 MONTANA 37.79 612 Chimney (10B 7213 1.500 500 333.3 3119.93 238,375 -( County Park Lake 37.81 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 613 Chimney (10B 7243 1.500 500 333.3 3121.43 238,875 -( 37.83 Page# 15 JEFFERSON CITY PHASE I 1:36:09 PM Wednesday, September 04, I/I REDUCTION PROGRAM - COMBINED REPORT No. Source Item Line Segment Location Def I/I Elim Cost $/GPM CUM I/I CUM I/I No. (GPM) ($) (GPM) ($) (%) 614 Chimney (10B 8756 1.500 500 333.3 3122.93 239,375 -( 645 hobbs raod 37.84 615 sUncpd (10B 8585 8584 B 0.150 50 333.3 3123.08 239,425 -(10B 1201 FAIRGROUNDS 37.85 616 Vented (11 2343 1.930 650 336.8 3125.01 240,075 -( 37.87 617 Vented (11 9111 1.930 650 336.8 3126.94 240,725 -( 37.89 618 Line Defect (11 9247 15026 S 7.280 2,500 343.4 3134.22 243,225 -(11 234 37.98 619 Frame Seal (10D 8767 0.870 300 344.8 3135.09 243,525 -( 37.99 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 620 Frame Seal (10D 8771 0.870 300 344.8 3135.96 243,825 -( 38.00 621 Frame Seal (10D 8786 0.870 300 344.8 3136.83 244,125 -( 38.01 622 Frame Seal (10D 8790 0.870 300 344.8 3137.70 244,425 -( 38.02 623 Frame Seal (10D 8797 0.870 300 344.8 3138.57 244,725 -( 38.03 624 Frame Seal (10D 8854 0.870 300 344.8 3139.44 245,025 -( 38.04 625 Frame Seal (10D 8966 0.870 300 344.8 3140.31 245,325 -( 38.05 626 Frame Seal (10D 8969 0.870 300 344.8 3141.18 245,625 -( 38.07 627 Frame Seal (10D 8970 0.870 300 344.8 3142.05 245,925 -( 38.08 628 Frame Seal (10D 8986 0.870 300 344.8 3142.92 246,225 -( 38.09 629 Frame Seal (10D 8994 0.870 300 344.8 3143.79 246,525 -( 38.10 630 sServ. Lat. (09A 7084 7083 A 5.510 2,000 363.0 3149.30 248,525 -(09A 1723 PROVIDENCE DR 38.16 631 Bench (11 9804 0.790 300 379.7 3150.09 248,825 -( 38.17 632 Chimney (09A 7446 1.290 500 387.6 3151.38 249,325 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] -( 38.19 633 sServ. Lat. (11 2436 2435 A 5.090 2,000 392.9 3156.47 251,325 -(11 1015 HOLLY DRIVE 38.25 634 Curb Inlet (11 2313 2310 S 25.010 10,000 399.8 3181.48 261,325 -(11 462 38.55 635 sServ. Lat. (10A 8227 8226 A 4.960 2,000 403.2 3186.44 263,325 -(10A 938 DIAMOND RIDGE 38.61 636 sUncpd (11 9252 9235 A 0.120 50 416.7 3186.56 263,375 -(11 1911 SWIFTS HWY. 38.62 637 sUncpd (11 2368 2367 A 0.120 50 416.7 3186.68 263,425 -(11 102 FRANKLIN 38.62 638 Vented (09A 7840 1.540 650 422.1 3188.22 264,075 -( 38.64 639 Vented (11 2355 1.540 650 422.1 3189.76 264,725 -( 38.65 640 Vented (11 9131 1.540 650 422.1 3191.30 265,375 -( 38.67 641 Vented (11 9137 1.540 650 422.1 3192.84 266,025 -( 38.69 642 Vented (11 9272 1.540 650 422.1 3194.38 266,675 -( 38.71 643 Vented (11 9276 1.540 650 422.1 3195.92 267,325 -( 38.73 644 Chimney (09A 7875 1.170 500 427.4 3197.09 267,825 -( 38.74 645 Wall (09B 15022 1.160 500 431.0 3198.25 268,325 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] -( 38.76 646 Wall (09B 15023 1.160 500 431.0 3199.41 268,825 -( 38.77 647 Wall (09B 15063 1.160 500 431.0 3200.57 269,325 -( 38.79 648 Wall (09B 7039 1.160 500 431.0 3201.73 269,825 -( west of lynnwood 38.80 649 Wall (09B 7041 1.160 500 431.0 3202.89 270,325 -( 38.81 650 Wall (09B 7045 1.160 500 431.0 3204.05 270,825 -( 38.83 651 Wall (09B 7046 1.160 500 431.0 3205.21 271,325 -( 38.84 652 Wall (09B 7049 1.160 500 431.0 3206.37 271,825 -( 38.86 653 Wall (09B 7051 1.160 500 431.0 3207.53 272,325 -( harold krieger 38.87 654 Wall (09B 7053 1.160 500 431.0 3208.69 272,825 -( Harold Krieger 38.88 655 Wall (09B 7057 1.160 500 431.0 3209.85 273,325 -( e.of southridge 38.90 656 Wall (09B 7065 1.160 500 431.0 3211.01 273,825 -( 38.91 657 Wall (09B 7066 1.160 500 431.0 3212.17 274,325 -( 38.93 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] Page# 16 JEFFERSON CITY PHASE I 1:36:09 PM Wednesday, September 04, I/I REDUCTION PROGRAM - COMBINED REPORT No. Source Item Line Segment Location Def I/I Elim Cost $/GPM CUM I/I CUM I/I No. (GPM) ($) (GPM) ($) (%) 658 Wall (09B 7068 1.160 500 431.0 3213.33 274,825 -( 38.94 659 Wall (09B 7496 1.160 500 431.0 3214.49 275,325 -( sw. of dead end 38.95 660 Wall (09B 7503 1.160 500 431.0 3215.65 275,825 -( 38.97 661 Wall (09B 7511 1.160 500 431.0 3216.81 276,325 -( 38.98 662 Wall (09B 7514 1.160 500 431.0 3217.97 276,825 -( 39.00 663 Wall (09B 7557 1.160 500 431.0 3219.13 277,325 -( 39.01 664 Wall (09B 7575 1.160 500 431.0 3220.29 277,825 -( 39.02 665 Wall (09B 7576 1.160 500 431.0 3221.45 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 278,325 -( 39.04 666 Wall (09B 7582 1.160 500 431.0 3222.61 278,825 -( 39.05 667 Wall (09B 7586 1.160 500 431.0 3223.77 279,325 -( 39.07 668 Wall (09B 7589 1.160 500 431.0 3224.93 279,825 -( 39.08 669 Wall (09B 7593 1.160 500 431.0 3226.09 280,325 -( 39.09 670 Wall (09B 7594 1.160 500 431.0 3227.25 280,825 -( 39.11 671 Wall (09B 7603 1.160 500 431.0 3228.41 281,325 -( 39.12 672 Wall (09B 7605 1.160 500 431.0 3229.57 281,825 -( 39.14 673 Wall (09B 7609 1.160 500 431.0 3230.73 282,325 -( 39.15 674 Wall (09B 7610 1.160 500 431.0 3231.89 282,825 -( 39.16 675 Wall (09B 7613 1.160 500 431.0 3233.05 283,325 -( 39.18 676 Wall (09B 7625 1.160 500 431.0 3234.21 283,825 -( 39.19 677 Wall (09B 7629 1.160 500 431.0 3235.37 284,325 -( 39.21 678 Wall (09B 7644 1.160 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 500 431.0 3236.53 284,825 -( just up from 39.22 679 Wall (09B 7652 1.160 500 431.0 3237.69 285,325 -( 39.23 680 Wall (09B 7676 1.160 500 431.0 3238.85 285,825 -( 39.25 681 sServ. Lat. (10D 8824 8825 A 4.410 2,000 453.5 3243.26 287,825 -(10D 1709 CHADDSFORD DR 39.30 682 sServ. Lat. (10D 8881 8904 A 4.410 2,000 453.5 3247.67 289,825 -(10D 5428 SCHERR DR 39.36 683 Pipe Seal (09A 15015 1 0.660 300 454.5 3248.33 290,125 -( 39.36 684 Pipe Seal (09A 15015 3 0.660 300 454.5 3248.99 290,425 -( 39.37 685 Pipe Seal (09A 7033 2 0.660 300 454.5 3249.65 290,725 -( 39.38 686 Pipe Seal (09A 7077 2 0.660 300 454.5 3250.31 291,025 -( 39.39 687 Pipe Seal (09A 7078 2 0.660 300 454.5 3250.97 291,325 -( 39.40 688 Pipe Seal (09A 7087 4 0.660 300 454.5 3251.63 291,625 -( 39.40 689 Pipe Seal (09A 7460 2 0.660 300 454.5 3252.29 291,925 -( 39.41 690 Pipe Seal (09A 7465 1 0.660 300 454.5 3252.95 292,225 -( 39.42 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 691 Pipe Seal (09A 7465 2 0.660 300 454.5 3253.61 292,525 -( 39.43 692 Pipe Seal (09A 7477 2 0.660 300 454.5 3254.27 292,825 -( 39.44 693 Pipe Seal (09A 7721 2 0.660 300 454.5 3254.93 293,125 -( 39.44 694 Pipe Seal (09A 7737 2 0.660 300 454.5 3255.59 293,425 -( 39.45 695 Pipe Seal (09A 7810 4 0.660 300 454.5 3256.25 293,725 -( 39.46 696 Pipe Seal (09A 7811 1 0.660 300 454.5 3256.91 294,025 -( lot 33 39.47 697 Pipe Seal (09A 7811 2 0.660 300 454.5 3257.57 294,325 -( lot 33 39.48 698 Pipe Seal (09A 7812 1 0.660 300 454.5 3258.23 294,625 -( 39.48 699 Pipe Seal (09A 7812 2 0.660 300 454.5 3258.89 294,925 -( 39.49 700 Pipe Seal (09A 7814 1 0.660 300 454.5 3259.55 295,225 -( bunker hill 39.50 701 Pipe Seal (09A 7814 2 0.660 300 454.5 3260.21 295,525 -( bunker hill 39.51 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] Page# 17 JEFFERSON CITY PHASE I 1:36:09 PM Wednesday, September 04, I/I REDUCTION PROGRAM - COMBINED REPORT No. Source Item Line Segment Location Def I/I Elim Cost $/GPM CUM I/I CUM I/I No. (GPM) ($) (GPM) ($) (%) 702 Pipe Seal (09A 7815 1 0.660 300 454.5 3260.87 295,825 -( lot 78 39.52 703 Pipe Seal (09A 7815 2 0.660 300 454.5 3261.53 296,125 -( lot 78 39.52 704 Pipe Seal (09A 7816 1 0.660 300 454.5 3262.19 296,425 -( 39.53 705 Pipe Seal (09A 7816 2 0.660 300 454.5 3262.85 296,725 -( 39.54 706 Pipe Seal (09A 7816 3 0.660 300 454.5 3263.51 297,025 -( 39.55 707 Pipe Seal (09A 7817 1 0.660 300 454.5 3264.17 297,325 -( 39.56 708 Pipe Seal (09A 7817 2 0.660 300 454.5 3264.83 297,625 -( 39.56 709 Pipe Seal (09A 7817 3 0.660 300 454.5 3265.49 297,925 -( 39.57 710 Pipe Seal (09A 7859 1 0.660 300 454.5 3266.15 298,225 -( lot 41 39.58 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 711 Pipe Seal (09A 7873 1 0.660 300 454.5 3266.81 298,525 -( 39.59 712 Pipe Seal (09A 7889 2 0.660 300 454.5 3267.47 298,825 -( 39.60 713 Wall (10D 8811 1.070 500 467.3 3268.54 299,325 -( 39.61 714 Wall (10D 8833 1.070 500 467.3 3269.61 299,825 -( 39.62 715 Wall (10D 8851 1.070 500 467.3 3270.68 300,325 -( 39.63 716 Wall (10D 8853 1.070 500 467.3 3271.75 300,825 -( off dead end 39.65 717 Wall (10D 8884 1.070 500 467.3 3272.82 301,325 -( 39.66 718 Wall (10D 8984 1.070 500 467.3 3273.89 301,825 -( 1610 starlite dr 39.67 719 Wall (10D 9003 1.070 500 467.3 3274.96 302,325 -( 39.69 720 Wall (10D 9008 1.070 500 467.3 3276.03 302,825 -( 39.70 721 Wall (10D 9026 1.070 500 467.3 3277.10 303,325 -( 39.71 722 Vented (11 15030 1.330 650 488.7 3278.43 303,975 -( 39.73 723 sArea Drain (11 9826 9823 C 4.090 2,000 489.0 3282.52 305,975 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] -(11 1101 MAYWOOD DRIVE 39.78 724 Bench (10D 8871 0.610 300 491.8 3283.13 306,275 -( 39.79 725 sUncpd (11 9110 9106 A 0.100 50 500.0 3283.23 306,325 -(11 629 WAVERLY STREET 39.79 726 sUncpd (11 9304 9337 A 0.100 50 500.0 3283.33 306,375 -(11 1002 MYRTLE DRIVE 39.79 727 Pipe Seal (09A 15015 2 0.190 100 526.3 3283.52 306,475 -( 39.79 728 Pipe Seal (09A 15064 2 0.190 100 526.3 3283.71 306,575 -( 39.79 729 Pipe Seal (09A 7082 1 0.190 100 526.3 3283.90 306,675 -( 39.80 730 Pipe Seal (09A 7082 2 0.190 100 526.3 3284.09 306,775 -( 39.80 731 Pipe Seal (09A 7427 1 0.190 100 526.3 3284.28 306,875 -( 39.80 732 Pipe Seal (09A 7450 1 0.190 100 526.3 3284.47 306,975 -( 39.80 733 Pipe Seal (09A 7450 2 0.190 100 526.3 3284.66 307,075 -( 39.80 734 Pipe Seal (09A 7451 1 0.190 100 526.3 3284.85 307,175 -( 39.81 735 Pipe Seal (09A 7451 2 0.190 100 526.3 3285.04 307,275 -( 39.81 736 Pipe Seal (09A 7452 3 0.190 100 526.3 3285.23 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 307,375 -( 39.81 737 Pipe Seal (09A 7466 2 0.190 100 526.3 3285.42 307,475 -( 39.81 738 Pipe Seal (09A 7752 2 0.190 100 526.3 3285.61 307,575 -( 39.82 739 Vented (11 9467 1.160 650 560.3 3286.77 308,225 -( 39.83 740 sServ. Lat. (10B 8452 8453 A 3.350 2,000 597.0 3290.12 310,225 -(10B 3335 AMERICAN DR 39.87 741 Pipe Seal (11 6994 1 0.500 300 600.0 3290.62 310,525 -( 39.88 742 Pipe Seal (11 6994 2 0.500 300 600.0 3291.12 310,825 -( 39.88 743 Pipe Seal (11 6995 1 0.500 300 600.0 3291.62 311,125 -( 39.89 744 Pipe Seal (11 6995 3 0.500 300 600.0 3292.12 311,425 -( 39.89 745 Pipe Seal (11 7006 1 0.500 300 600.0 3292.62 311,725 -( 39.90 Page# 18 JEFFERSON CITY PHASE I 1:36:09 PM file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] Wednesday, September 04, I/I REDUCTION PROGRAM - COMBINED REPORT No. Source Item Line Segment Location Def I/I Elim Cost $/GPM CUM I/I CUM I/I No. (GPM) ($) (GPM) ($) (%) 746 Pipe Seal (11 7006 2 0.500 300 600.0 3293.12 312,025 -( 39.91 747 Pipe Seal (11 7008 3 0.500 300 600.0 3293.62 312,325 -( 39.91 748 Pipe Seal (11 7253 2 0.500 300 600.0 3294.12 312,625 -( 39.92 749 Pipe Seal (11 7326 2 0.500 300 600.0 3294.62 312,925 -( 39.92 750 Pipe Seal (11 7339 1 0.500 300 600.0 3295.12 313,225 -( 39.93 751 Pipe Seal (11 7360 2 0.500 300 600.0 3295.62 313,525 -( 39.94 752 Pipe Seal (11 9790 1 0.500 300 600.0 3296.12 313,825 -( 39.94 753 sServ. Lat. (10A 8228 8227 A 3.310 2,000 604.2 3299.43 315,825 -(10A 934 DIAMOND RIDGE 39.98 754 Line Defect (11 9214 9213 S 4.130 2,500 605.3 3303.56 318,325 -(11 125 40.03 755 Vented (10D 8975 1.050 650 619.0 3304.61 318,975 -( 40.05 756 Vented (10D 8986 1.050 650 619.0 3305.66 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 319,625 -( 40.06 757 Vented (10D 8991 1.050 650 619.0 3306.71 320,275 -( 40.07 758 sUncpd (10D 8874 8875 B 0.080 50 625.0 3306.79 320,325 -(10D 5308 JACOB LN 40.07 759 sUncpd (11 9091 9092 A 0.080 50 625.0 3306.87 320,375 -(11 713 MICHIGAN 40.07 760 Vented (10B 8569 0.990 650 656.6 3307.86 321,025 -( 40.09 761 Cover To (11 15044 0.970 650 670.1 3308.83 321,675 -( 40.10 762 Cover To (11 2364 0.970 650 670.1 3309.80 322,325 -( 40.11 763 Cover To (11 2472 0.970 650 670.1 3310.77 322,975 -( 40.12 764 Cover To (11 7294 0.970 650 670.1 3311.74 323,625 -( 40.13 765 Cover To (11 7297 0.970 650 670.1 3312.71 324,275 -( 40.14 766 Cover To (11 7301 0.970 650 670.1 3313.68 324,925 -( 40.16 767 Cover To (11 7346 0.970 650 670.1 3314.65 325,575 -( 40.17 768 Cover To (11 7353 0.970 650 670.1 3315.62 326,225 -( 40.18 769 Cover To (11 9271 0.970 650 670.1 3316.59 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 326,875 -( 40.19 770 Cover To (11 9360 0.970 650 670.1 3317.56 327,525 -( 40.20 771 Line Defect (11 9213 9212 T 3.640 2,500 686.8 3321.20 330,025 -(11 33 40.25 772 sServ. Lat. (11 9147 9146 A 2.910 2,000 687.3 3324.11 332,025 -(11 605 CONRAD STREET 40.28 773 Bench (10B 7209 0.430 300 697.7 3324.54 332,325 -( north east of rd 40.29 774 Vented (11 9413 0.910 650 714.3 3325.45 332,975 -( 40.30 775 Curb Inlet (11 2366 2367 S 13.640 10,000 733.1 3339.09 342,975 -(11 20 40.46 776 Curb Inlet (11 2366 2367 T 13.640 10,000 733.1 3352.73 352,975 -(11 76 40.63 777 Wall (10E 8957 0.680 500 735.3 3353.41 353,475 -( 40.64 778 sServ. Lat. (10D 8883 8882 B 2.650 2,000 754.7 3356.06 355,475 -(10D 5417 SCHERR DR 40.67 779 Cover To (10B 9495 0.850 650 764.7 3356.91 356,125 -( foxboro st up from 40.68 780 Wall (10A 7097 0.640 500 781.3 3357.55 356,625 -( sylvester bamboon 40.69 781 Wall (10A 7122 0.640 500 781.3 3358.19 357,125 -( 40.70 782 Wall (10A 7139 0.640 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 500 781.3 3358.83 357,625 -( s.of w.edgewd,e of 40.70 783 Wall (10A 7163 0.640 500 781.3 3359.47 358,125 -( 97 s.e. of emerald 40.71 784 Wall (10A 8121 0.640 500 781.3 3360.11 358,625 -( Sylvester Bemboom 40.72 785 Wall (10A 8124 0.640 500 781.3 3360.75 359,125 -( Dorothy Loesch 40.73 786 Wall (10A 8125 0.640 500 781.3 3361.39 359,625 -( Dorothy Loesch 40.73 787 Wall (10A 8146 0.640 500 781.3 3362.03 360,125 -( 40.74 788 Wall (10A 8175 0.640 500 781.3 3362.67 360,625 -( 40.75 789 Wall (10A 8209 0.640 500 781.3 3363.31 361,125 -( 40.76 Page# 19 JEFFERSON CITY PHASE I 1:36:09 PM Wednesday, September 04, I/I REDUCTION PROGRAM - COMBINED REPORT No. Source Item Line Segment Location Def I/I Elim Cost $/GPM file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] CUM I/I CUM I/I No. (GPM) ($) (GPM) ($) (%) 790 Wall (10A 8233 0.640 500 781.3 3363.95 361,625 -( 40.77 791 Wall (10A 8311 0.640 500 781.3 3364.59 362,125 -( 40.77 792 Wall (10A 8338 0.640 500 781.3 3365.23 362,625 -( 40.78 793 Bench (09A 7076 0.500 400 800.0 3365.73 363,025 -( 40.79 794 Corbel (10B 8704 1.000 800 800.0 3366.73 363,825 -( 40.80 795 Corbel (11 2462 1.000 800 800.0 3367.73 364,625 -( 40.81 796 sFound. (10A 8147 8146 B 2.480 2,000 806.5 3370.21 366,625 -(10A 1924 ROLLINGHILLS 40.84 797 sServ. Lat. (10A 8251 8250 A 2.480 2,000 806.5 3372.69 368,625 -(10A 919 DIAMOND RIDGE 40.87 798 Corbel (10D 9016 0.370 300 810.8 3373.06 368,925 -( 40.88 799 Pipe Seal (11 15074 1 0.370 300 810.8 3373.43 369,225 -( 40.88 800 Pipe Seal (11 15076 1 0.370 300 810.8 3373.80 369,525 -( 40.88 801 Pipe Seal (11 15076 3 0.370 300 810.8 3374.17 369,825 -( 40.89 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 802 Pipe Seal (11 2338 1 0.370 300 810.8 3374.54 370,125 -( behind McKnight 40.89 803 Pipe Seal (11 2338 2 0.370 300 810.8 3374.91 370,425 -( behind McKnight 40.90 804 Pipe Seal (11 2338 3 0.370 300 810.8 3375.28 370,725 -( behind McKnight 40.90 805 Pipe Seal (11 2356 1 0.370 300 810.8 3375.65 371,025 -( in creek bed 40.91 806 Pipe Seal (11 2356 2 0.370 300 810.8 3376.02 371,325 -( in creek bed 40.91 807 Pipe Seal (11 2356 3 0.370 300 810.8 3376.39 371,625 -( in creek bed 40.92 808 Pipe Seal (11 2363 3 0.370 300 810.8 3376.76 371,925 -( in alley 40.92 809 Pipe Seal (11 2424 1 0.370 300 810.8 3377.13 372,225 -( 40.92 810 Pipe Seal (11 2424 2 0.370 300 810.8 3377.50 372,525 -( 40.93 811 Pipe Seal (11 2424 3 0.370 300 810.8 3377.87 372,825 -( 40.93 812 Pipe Seal (11 2424 4 0.370 300 810.8 3378.24 373,125 -( 40.94 813 Pipe Seal (11 2424 5 0.370 300 810.8 3378.61 373,425 -( 40.94 814 Pipe Seal (11 2424 6 0.370 300 810.8 3378.98 373,725 -( 40.95 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 815 Pipe Seal (11 2435 2 0.370 300 810.8 3379.35 374,025 -( 40.95 816 Pipe Seal (11 2438 1 0.370 300 810.8 3379.72 374,325 -( 40.96 817 Pipe Seal (11 2438 2 0.370 300 810.8 3380.09 374,625 -( 40.96 818 Pipe Seal (11 2438 3 0.370 300 810.8 3380.46 374,925 -( 40.97 819 Pipe Seal (11 2438 4 0.370 300 810.8 3380.83 375,225 -( 40.97 820 Pipe Seal (11 2446 1 0.370 300 810.8 3381.20 375,525 -( 40.97 821 Pipe Seal (11 2446 2 0.370 300 810.8 3381.57 375,825 -( 40.98 822 Pipe Seal (11 2446 3 0.370 300 810.8 3381.94 376,125 -( 40.98 823 Pipe Seal (11 2446 4 0.370 300 810.8 3382.31 376,425 -( 40.99 824 Pipe Seal (11 2447 1 0.370 300 810.8 3382.68 376,725 -( 40.99 825 Pipe Seal (11 2457 1 0.370 300 810.8 3383.05 377,025 -( 41.00 826 Pipe Seal (11 2457 2 0.370 300 810.8 3383.42 377,325 -( 41.00 827 Pipe Seal (11 2469 3 0.370 300 810.8 3383.79 377,625 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] -( 41.01 828 Pipe Seal (11 6982 2 0.370 300 810.8 3384.16 377,925 -( 41.01 829 Pipe Seal (11 6987 2 0.370 300 810.8 3384.53 378,225 -( 41.01 830 Pipe Seal (11 6988 1 0.370 300 810.8 3384.90 378,525 -( 41.02 831 Pipe Seal (11 6991 2 0.370 300 810.8 3385.27 378,825 -( 41.02 832 Pipe Seal (11 7000 2 0.370 300 810.8 3385.64 379,125 -( 41.03 833 Pipe Seal (11 7026 2 0.370 300 810.8 3386.01 379,425 -( 41.03 Page# 20 JEFFERSON CITY PHASE I 1:36:09 PM Wednesday, September 04, I/I REDUCTION PROGRAM - COMBINED REPORT No. Source Item Line Segment Location Def I/I Elim Cost $/GPM CUM I/I CUM I/I No. (GPM) ($) (GPM) ($) (%) 834 Pipe Seal (11 7258 3 0.370 300 810.8 3386.38 379,725 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] -( 41.04 835 Pipe Seal (11 7267 1 0.370 300 810.8 3386.75 380,025 -( 41.04 836 Pipe Seal (11 7305 2 0.370 300 810.8 3387.12 380,325 -( 41.05 837 Pipe Seal (11 7324 1 0.370 300 810.8 3387.49 380,625 -( 41.05 838 Pipe Seal (11 7324 2 0.370 300 810.8 3387.86 380,925 -( 41.05 839 Pipe Seal (11 7335 3 0.370 300 810.8 3388.23 381,225 -( 41.06 840 Pipe Seal (11 7410 1 0.370 300 810.8 3388.60 381,525 -( 41.06 841 Pipe Seal (11 9063 3 0.370 300 810.8 3388.97 381,825 -( 41.07 842 Pipe Seal (11 9158 1 0.370 300 810.8 3389.34 382,125 -( 41.07 843 Pipe Seal (11 9158 3 0.370 300 810.8 3389.71 382,425 -( 41.08 844 Pipe Seal (11 9159 1 0.370 300 810.8 3390.08 382,725 -( 41.08 845 Pipe Seal (11 9159 2 0.370 300 810.8 3390.45 383,025 -( 41.09 846 Pipe Seal (11 9163 1 0.370 300 810.8 3390.82 383,325 -( 41.09 847 Pipe Seal (11 9163 2 0.370 300 810.8 3391.19 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 383,625 -( 41.10 848 Pipe Seal (11 9164 1 0.370 300 810.8 3391.56 383,925 -( 41.10 849 Pipe Seal (11 9164 2 0.370 300 810.8 3391.93 384,225 -( 41.10 850 Pipe Seal (11 9172 2 0.370 300 810.8 3392.30 384,525 -( 41.11 851 Pipe Seal (11 9172 3 0.370 300 810.8 3392.67 384,825 -( 41.11 852 Pipe Seal (11 9264 2 0.370 300 810.8 3393.04 385,125 -( 41.12 853 Pipe Seal (11 9265 2 0.370 300 810.8 3393.41 385,425 -( 41.12 854 Pipe Seal (11 9267 1 0.370 300 810.8 3393.78 385,725 -( 41.13 855 Pipe Seal (11 9267 2 0.370 300 810.8 3394.15 386,025 -( 41.13 856 Pipe Seal (11 9270 1 0.370 300 810.8 3394.52 386,325 -( 41.14 857 Pipe Seal (11 9272 4 0.370 300 810.8 3394.89 386,625 -( 41.14 858 Pipe Seal (11 9287 3 0.370 300 810.8 3395.26 386,925 -( 41.14 859 Pipe Seal (11 9300 1 0.370 300 810.8 3395.63 387,225 -( 41.15 860 Pipe Seal (11 9364 2 0.370 300 810.8 3396.00 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 387,525 -( 41.15 861 Pipe Seal (11 9390 3 0.370 300 810.8 3396.37 387,825 -( 41.16 862 Pipe Seal (11 9393 2 0.370 300 810.8 3396.74 388,125 -( 41.16 863 Pipe Seal (11 9409 1 0.370 300 810.8 3397.11 388,425 -( 41.17 864 Pipe Seal (11 9449 1 0.370 300 810.8 3397.48 388,725 -( 41.17 865 Pipe Seal (11 9449 3 0.370 300 810.8 3397.85 389,025 -( 41.18 866 Pipe Seal (11 9466 1 0.370 300 810.8 3398.22 389,325 -( 41.18 867 Pipe Seal (11 9466 2 0.370 300 810.8 3398.59 389,625 -( 41.19 868 Pipe Seal (11 9470 2 0.370 300 810.8 3398.96 389,925 -( 41.19 869 Pipe Seal (11 9804 1 0.370 300 810.8 3399.33 390,225 -( 41.19 870 Pipe Seal (11 9822 1 0.370 300 810.8 3399.70 390,525 -( 41.20 871 sServ. Lat. (10B 8526 8525 A 2.430 2,000 823.0 3402.13 392,525 -(10B 1014 COUNTRY RIDGE 41.23 872 sArea Drain (11 2321 2320 A 2.430 2,000 823.0 3404.56 394,525 -(11 300 ASHLEY STREET 41.26 873 sServ. Lat. (11 8031 7008 A 2.430 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 2,000 823.0 3406.99 396,525 -(11 735 WEST STADIUM 41.29 874 sServ. Lat. (11 9479 9478 A 2.430 2,000 823.0 3409.42 398,525 -(11 1300 EDMONDS 41.32 875 sServ. Lat. (11 9133 9131 A 2.430 2,000 823.0 3411.85 400,525 -(11 1105 ST MARYS BLVD 41.35 876 sUncpd (11 7370 7369 A 0.060 50 833.3 3411.91 400,575 -(11 820 MAYWOOD DRIVE 41.35 877 sUncpd (11 9102 9077 A 0.060 50 833.3 3411.97 400,625 -(11 MODOT LABORATORY; 41.35 Page# 21 JEFFERSON CITY PHASE I 1:36:09 PM Wednesday, September 04, I/I REDUCTION PROGRAM - COMBINED REPORT No. Source Item Line Segment Location Def I/I Elim Cost $/GPM CUM I/I CUM I/I No. (GPM) ($) (GPM) ($) (%) 878 Vented (11 15046 0.770 650 844.2 3412.74 401,275 -( 41.36 879 Vented (11 7372 0.770 650 844.2 3413.51 401,925 -( 41.37 880 Vented (11 9073 0.770 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 650 844.2 3414.28 402,575 -( 41.38 881 Vented (11 9157 0.770 650 844.2 3415.05 403,225 -( 41.38 882 Vented (11 9380 0.770 650 844.2 3415.82 403,875 -( 41.39 883 Vented (11 9400 0.770 650 844.2 3416.59 404,525 -( 41.40 884 Corbel (09B 7059 0.350 300 857.1 3416.94 404,825 -( n.of rt 41.41 885 Corbel (09B 7068 0.350 300 857.1 3417.29 405,125 -( 41.41 886 Corbel (09B 7070 0.350 300 857.1 3417.64 405,425 -( stan&mary kolb 41.42 887 Corbel (09B 7546 0.350 300 857.1 3417.99 405,725 -( 41.42 888 Corbel (09B 7594 0.350 300 857.1 3418.34 406,025 -( 41.42 889 Corbel (09B 7627 0.350 300 857.1 3418.69 406,325 -( 41.43 890 Line Defect (11 9125 9124 T 2.910 2,500 859.1 3421.60 408,825 -(11 71 41.46 891 Vented (11 7258 0.750 650 866.7 3422.35 409,475 -( 41.47 892 Sump (11 9131 9130 1 0.400 350 875.0 3422.75 409,825 -(11 611 Kansas 41.48 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 893 sArea Drain (11 9092 9093 A 2.270 2,000 881.1 3425.02 411,825 -(11 715 MICHIGAN 41.51 894 Line Defect (11 2361 2356 T 2.760 2,500 905.8 3427.78 414,325 -(11 27 41.54 895 Pipe Seal (11 2341 1 0.110 100 909.1 3427.89 414,425 -( 41.54 896 Pipe Seal (11 2341 2 0.110 100 909.1 3428.00 414,525 -( 41.54 897 Pipe Seal (11 2341 3 0.110 100 909.1 3428.11 414,625 -( 41.54 898 Pipe Seal (11 2343 1 0.110 100 909.1 3428.22 414,725 -( 41.54 899 Pipe Seal (11 2343 2 0.110 100 909.1 3428.33 414,825 -( 41.55 900 Pipe Seal (11 2347 2 0.110 100 909.1 3428.44 414,925 -( on linden under 41.55 901 Pipe Seal (11 2423 1 0.110 100 909.1 3428.55 415,025 -( along Hwy 54 West 41.55 902 Pipe Seal (11 2447 3 0.110 100 909.1 3428.66 415,125 -( 41.55 903 Pipe Seal (11 2449 1 0.110 100 909.1 3428.77 415,225 -( 41.55 904 Pipe Seal (11 2453 2 0.110 100 909.1 3428.88 415,325 -( 41.55 905 Pipe Seal (11 2453 3 0.110 100 909.1 3428.99 415,425 -( 41.55 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 906 Pipe Seal (11 2454 1 0.110 100 909.1 3429.10 415,525 -( 41.55 907 Pipe Seal (11 2454 2 0.110 100 909.1 3429.21 415,625 -( 41.56 908 Pipe Seal (11 6974 2 0.110 100 909.1 3429.32 415,725 -( 41.56 909 Pipe Seal (11 6982 1 0.110 100 909.1 3429.43 415,825 -( 41.56 910 Pipe Seal (11 6983 1 0.110 100 909.1 3429.54 415,925 -( 41.56 911 Pipe Seal (11 6983 2 0.110 100 909.1 3429.65 416,025 -( 41.56 912 Pipe Seal (11 7021 3 0.110 100 909.1 3429.76 416,125 -( 41.56 913 Pipe Seal (11 7022 1 0.110 100 909.1 3429.87 416,225 -( 41.56 914 Pipe Seal (11 7274 3 0.110 100 909.1 3429.98 416,325 -( 41.57 915 Pipe Seal (11 7329 2 0.110 100 909.1 3430.09 416,425 -( 41.57 916 Pipe Seal (11 7329 3 0.110 100 909.1 3430.20 416,525 -( 41.57 917 Pipe Seal (11 7334 2 0.110 100 909.1 3430.31 416,625 -( 41.57 918 Pipe Seal (11 8032 1 0.110 100 909.1 3430.42 416,725 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] -( 41.57 919 Pipe Seal (11 9094 2 0.110 100 909.1 3430.53 416,825 -( 41.57 920 Pipe Seal (11 9127 2 0.110 100 909.1 3430.64 416,925 -( 41.57 921 Pipe Seal (11 9127 3 0.110 100 909.1 3430.75 417,025 -( 41.57 Page# 22 JEFFERSON CITY PHASE I 1:36:09 PM Wednesday, September 04, I/I REDUCTION PROGRAM - COMBINED REPORT No. Source Item Line Segment Location Def I/I Elim Cost $/GPM CUM I/I CUM I/I No. (GPM) ($) (GPM) ($) (%) 922 Pipe Seal (11 9136 2 0.110 100 909.1 3430.86 417,125 -( 41.58 923 Pipe Seal (11 9136 3 0.110 100 909.1 3430.97 417,225 -( 41.58 924 Pipe Seal (11 9179 2 0.110 100 909.1 3431.08 417,325 -( 41.58 925 Pipe Seal (11 9359 1 0.110 100 909.1 3431.19 417,425 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] -( 41.58 926 Pipe Seal (11 9359 2 0.110 100 909.1 3431.30 417,525 -( 41.58 927 Pipe Seal (11 9369 1 0.110 100 909.1 3431.41 417,625 -( 41.58 928 Pipe Seal (11 9369 2 0.110 100 909.1 3431.52 417,725 -( 41.58 929 Pipe Seal (11 9369 3 0.110 100 909.1 3431.63 417,825 -( 41.59 930 Pipe Seal (11 9394 2 0.110 100 909.1 3431.74 417,925 -( 41.59 931 sServ. Lat. (11 2434 2435 A 2.200 2,000 909.1 3433.94 419,925 -(11 1011 HOLLY DRIVE 41.61 932 Curb Inlet (11 2313 2310 T 10.910 10,000 916.6 3444.85 429,925 -(11 462 41.75 933 Curb Inlet (11 2311 2310 T 10.910 10,000 916.6 3455.76 439,925 -(11 298 41.88 934 Curb Inlet (11 2438 2442 T 10.910 10,000 916.6 3466.67 449,925 -(11 134 42.01 935 Bench (10B 7244 0.320 300 937.5 3466.99 450,225 -( 42.01 936 Corbel (10D 8861 0.320 300 937.5 3467.31 450,525 -( 42.02 937 Frame Seal (11 2423 0.320 300 937.5 3467.63 450,825 -( along Hwy 54 West 42.02 938 Frame Seal (11 2433 0.320 300 937.5 3467.95 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 451,125 -( 42.03 939 Frame Seal (11 2444 0.320 300 937.5 3468.27 451,425 -( 42.03 940 Frame Seal (11 2453 0.320 300 937.5 3468.59 451,725 -( 42.03 941 Frame Seal (11 2454 0.320 300 937.5 3468.91 452,025 -( 42.04 942 Frame Seal (11 7328 0.320 300 937.5 3469.23 452,325 -( 42.04 943 Frame Seal (11 7336 0.320 300 937.5 3469.55 452,625 -( 42.05 944 Frame Seal (11 9159 0.320 300 937.5 3469.87 452,925 -( 42.05 945 Frame Seal (11 9246 0.320 300 937.5 3470.19 453,225 -( 42.05 946 Frame Seal (11 9252 0.320 300 937.5 3470.51 453,525 -( 42.06 947 Frame Seal (11 9257 0.320 300 937.5 3470.83 453,825 -( 42.06 948 Frame Seal (11 9394 0.320 300 937.5 3471.15 454,125 -( 42.06 949 Frame Seal (11 9423 0.320 300 937.5 3471.47 454,425 -( 42.07 950 Frame Seal (11 9457 0.320 300 937.5 3471.79 454,725 -( 42.07 951 Cover To (09A 7080 0.660 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 650 984.8 3472.45 455,375 -( 42.08 952 Wall (09A 7074 0.500 500 1000.0 3472.95 455,875 -( 42.09 953 Wall (09A 7077 0.500 500 1000.0 3473.45 456,375 -( 42.09 954 Wall (10B 7192 0.500 500 1000.0 3473.95 456,875 -( 75' West-MH at 42.10 955 Wall (10B 7202 0.500 500 1000.0 3474.45 457,375 -( robert kauffman 42.10 956 Wall (10B 8470 0.500 500 1000.0 3474.95 457,875 -( 42.11 957 Wall (11 6995 0.500 500 1000.0 3475.45 458,375 -( 42.12 958 Wall (11 7006 0.500 500 1000.0 3475.95 458,875 -( 42.12 959 Wall (11 7326 0.500 500 1000.0 3476.45 459,375 -( 42.13 960 sServ. Lat. (11 9362 9361 C 1.940 2,000 1030.9 3478.39 461,375 -(11 VACANT LOT 42.15 961 Vented (10E 8935 0.620 650 1048.4 3479.01 462,025 -( 42.16 962 sServ. Lat. (10B 8359 8358 A 1.820 2,000 1098.9 3480.83 464,025 -(10B 928 MANASSAS PL 42.18 963 Curb Inlet (11 2331 2334 S 9.100 10,000 1098.9 3489.93 474,025 -(11 13 42.29 964 sServ. Lat. (10D 8763 9016 A 1.760 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 2,000 1136.4 3491.69 476,025 -(10D 1307 BISCAYNE DR 42.31 965 Line Defect (11 9253 9252 T 2.200 2,500 1136.4 3493.89 478,525 -(11 113 42.34 Page# 23 JEFFERSON CITY PHASE I 1:36:09 PM Wednesday, September 04, I/I REDUCTION PROGRAM - COMBINED REPORT No. Source Item Line Segment Location Def I/I Elim Cost $/GPM CUM I/I CUM I/I No. (GPM) ($) (GPM) ($) (%) 966 Line Defect (11 2446 2447 T 2.200 2,500 1136.4 3496.09 481,025 -(11 48 42.37 967 Line Defect (11 2716 2460 T 2.200 2,500 1136.4 3498.29 483,525 -(11 46 42.39 968 Bench (09B 7585 0.350 400 1142.9 3498.64 483,925 -( 42.40 969 Bench (09B 7587 0.350 400 1142.9 3498.99 484,325 -( 42.40 970 Bench (09B 7683 0.350 400 1142.9 3499.34 484,725 -( 42.41 971 Wall (10B 7158 0.430 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 500 1162.8 3499.77 485,225 -( 42.41 972 Wall (10B 7203 0.430 500 1162.8 3500.20 485,725 -( robert kauffman 42.42 973 Wall (10B 7204 0.430 500 1162.8 3500.63 486,225 -( robert kauffman 42.42 974 Wall (10B 7207 0.430 500 1162.8 3501.06 486,725 -( robert kauffman 42.43 975 Wall (10B 7208 0.430 500 1162.8 3501.49 487,225 -( north east of road 42.43 976 Wall (10B 7209 0.430 500 1162.8 3501.92 487,725 -( north east of rd 42.44 977 Wall (10B 7211 0.430 500 1162.8 3502.35 488,225 -( ne of road 42.44 978 Wall (10B 7212 0.430 500 1162.8 3502.78 488,725 -( north east of road 42.45 979 Wall (10B 7213 0.430 500 1162.8 3503.21 489,225 -( County Park Lake 42.45 980 Wall (10B 7214 0.430 500 1162.8 3503.64 489,725 -( Jaycee Home Assoc 42.46 981 Wall (10B 7215 0.430 500 1162.8 3504.07 490,225 -( Jaycee Home Assoc 42.46 982 Wall (10B 7218 0.430 500 1162.8 3504.50 490,725 -( Jaycee Home Assoc 42.47 983 Wall (10B 7236 0.430 500 1162.8 3504.93 491,225 -( 42.47 984 Wall (10B 7243 0.430 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 500 1162.8 3505.36 491,725 -( 42.48 985 Wall (10B 7244 0.430 500 1162.8 3505.79 492,225 -( 42.48 986 Wall (10B 8358 0.430 500 1162.8 3506.22 492,725 -( Shermans Hollow 42.49 987 Wall (10B 8462 0.430 500 1162.8 3506.65 493,225 -( lot 11 42.49 988 Wall (10B 8477 0.430 500 1162.8 3507.08 493,725 -( 42.50 989 Wall (10B 8483 0.430 500 1162.8 3507.51 494,225 -( 100' east of 42.51 990 Wall (10B 8556 0.430 500 1162.8 3507.94 494,725 -( 42.51 991 Wall (10B 8581 0.430 500 1162.8 3508.37 495,225 -( Thomas Jefferson 42.52 992 Wall (10B 8704 0.430 500 1162.8 3508.80 495,725 -( 42.52 993 sServ. Lat. (10A 8147 8146 C 1.650 2,000 1212.1 3510.45 497,725 -(10A 1916 ROLLINGHILLS 42.54 994 sServ. Lat. (10A 8189 8186 A 1.650 2,000 1212.1 3512.10 499,725 -(10A 2514 PLYMOUTH ROCK 42.56 995 sServ. Lat. (10A 8236 8229 A 1.650 2,000 1212.1 3513.75 501,725 -(10A 926 DIAMOND RIDGE 42.58 996 Curb Inlet (11 2317 2313 S 8.190 10,000 1221.0 3521.94 511,725 -(11 41 42.68 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 997 Bench (10D 8774 0.320 400 1250.0 3522.26 512,125 -( 42.68 998 Bench (10D 8816 0.320 400 1250.0 3522.58 512,525 -( 42.69 999 sUncpd (11 7384 7383 A 0.040 50 1250.0 3522.62 512,575 -(11 1021 TANYA LYNN 42.69 100 Line Defect (11 2447 2424 S 1.930 2,500 1295.3 3524.55 515,075 -(11 301 42.71 100 sServ. Lat. (10A 8106 8105 A 1.540 2,000 1298.7 3526.09 517,075 -(10A 2710 BRIARWOOD 42.73 100 Wall (10D 8764 0.370 500 1351.4 3526.46 517,575 -( 42.73 100 Wall (10D 8778 0.370 500 1351.4 3526.83 518,075 -( 42.74 100 Wall (10D 9016 0.370 500 1351.4 3527.20 518,575 -( 42.74 100 Line Defect (09B 15017 7630 T 1.850 2,500 1351.4 3529.05 521,075 -(09B 1 42.77 100 Corbel (10D 9013 0.590 800 1355.9 3529.64 521,875 -( dead end biscayne 42.77 100 sServ. Lat. (10E 8901 8900 A 1.410 2,000 1418.4 3531.05 523,875 -(10E 5504 SCHERR DR 42.79 100 Wall (09A 7446 0.350 500 1428.6 3531.40 524,375 -( 42.79 100 Wall (09A 7449 0.350 500 1428.6 3531.75 524,875 -( 42.80 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] Page# 24 JEFFERSON CITY PHASE I 1:36:09 PM Wednesday, September 04, I/I REDUCTION PROGRAM - COMBINED REPORT No. Source Item Line Segment Location Def I/I Elim Cost $/GPM CUM I/I CUM I/I No. (GPM) ($) (GPM) ($) (%) 101 Wall (09A 7465 0.350 500 1428.6 3532.10 525,375 -( 42.80 101 Wall (09A 7472 0.350 500 1428.6 3532.45 525,875 -( 42.81 101 Bench (09A 7811 0.210 300 1428.6 3532.66 526,175 -( lot 33 42.81 101 Bench (09A 7812 0.210 300 1428.6 3532.87 526,475 -( 42.81 101 Bench (09A 7814 0.210 300 1428.6 3533.08 526,775 -( bunker hill 42.82 101 Bench (09A 7816 0.210 300 1428.6 3533.29 527,075 -( 42.82 101 Bench (09A 7817 0.210 300 1428.6 3533.50 527,375 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] -( 42.82 101 Wall (09B 7043 0.350 500 1428.6 3533.85 527,875 -( s. of stadium 42.82 101 Wall (09B 7059 0.350 500 1428.6 3534.20 528,375 -( n.of rt 42.83 101 Wall (09B 7070 0.350 500 1428.6 3534.55 528,875 -( stan&mary kolb 42.83 102 Wall (09B 7529 0.350 500 1428.6 3534.90 529,375 -( 42.84 102 Wall (09B 7541 0.350 500 1428.6 3535.25 529,875 -( 42.84 102 Wall (09B 7546 0.350 500 1428.6 3535.60 530,375 -( 42.85 102 Wall (09B 7569 0.350 500 1428.6 3535.95 530,875 -( harold krieger 42.85 102 Wall (09B 7580 0.350 500 1428.6 3536.30 531,375 -( 42.85 102 Wall (09B 7601 0.350 500 1428.6 3536.65 531,875 -( 42.86 102 Wall (09B 7611 0.350 500 1428.6 3537.00 532,375 -( 42.86 102 Wall (09B 7612 0.350 500 1428.6 3537.35 532,875 -( 42.87 102 Wall (09B 7614 0.350 500 1428.6 3537.70 533,375 -( 42.87 102 Wall (09B 7616 0.350 500 1428.6 3538.05 533,875 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] -( 42.88 103 Wall (09B 7688 0.350 500 1428.6 3538.40 534,375 -( 42.88 103 sServ. Lat. (11 9343 9342 B 1.380 2,000 1449.3 3539.78 536,375 -(11 1001 DULLE STREET 42.90 103 sDrive Drain (11 2316 2321 A 1.360 2,000 1470.6 3541.14 538,375 -(11 705 BROADWAY 42.91 103 Line Defect (11 9253 9252 U 1.650 2,500 1515.2 3542.79 540,875 -(11 125 42.93 103 Line Defect (11 9360 9063 T 1.650 2,500 1515.2 3544.44 543,375 -(11 117 42.95 103 Bench (09B 7050 0.520 800 1538.5 3544.96 544,175 -( 42.96 103 Bench (09B 7582 0.520 800 1538.5 3545.48 544,975 -( 42.97 103 Vented (10D 8887 0.420 650 1547.6 3545.90 545,625 -( 42.97 103 Vented (10D 8907 0.420 650 1547.6 3546.32 546,275 -( 42.98 103 Vented (10D 8961 0.420 650 1547.6 3546.74 546,925 -( 42.98 104 Vented (10D 8966 0.420 650 1547.6 3547.16 547,575 -( 42.99 104 Vented (10D 8980 0.420 650 1547.6 3547.58 548,225 -( 42.99 104 Wall (10D 8798 0.320 500 1562.5 3547.90 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 548,725 -( 42.99 104 Wall (10D 8813 0.320 500 1562.5 3548.22 549,225 -( 43.00 104 Wall (10D 8816 0.320 500 1562.5 3548.54 549,725 -( 43.00 104 Wall (10D 8824 0.320 500 1562.5 3548.86 550,225 -( 43.01 104 Wall (10D 8852 0.320 500 1562.5 3549.18 550,725 -( off dead end 43.01 104 Wall (10D 8856 0.320 500 1562.5 3549.50 551,225 -( 43.01 104 Wall (10D 8857 0.320 500 1562.5 3549.82 551,725 -( 43.02 104 Wall (10D 8993 0.320 500 1562.5 3550.14 552,225 -( 43.02 105 Wall (10D 8998 0.320 500 1562.5 3550.46 552,725 -( 43.03 105 Wall (10D 9018 0.320 500 1562.5 3550.78 553,225 -( 43.03 105 Wall (10D 9020 0.320 500 1562.5 3551.10 553,725 -( 43.03 105 Wall (10D 9027 0.320 500 1562.5 3551.42 554,225 -( 43.04 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] Page# 25 JEFFERSON CITY PHASE I 1:36:09 PM Wednesday, September 04, I/I REDUCTION PROGRAM - COMBINED REPORT No. Source Item Line Segment Location Def I/I Elim Cost $/GPM CUM I/I CUM I/I No. (GPM) ($) (GPM) ($) (%) 105 Chimney (11 2369 0.320 500 1562.5 3551.74 554,725 -( 43.04 105 Chimney (11 2424 0.320 500 1562.5 3552.06 555,225 -( 43.05 105 Chimney (11 2452 0.320 500 1562.5 3552.38 555,725 -( 43.05 105 Chimney (11 2465 0.320 500 1562.5 3552.70 556,225 -( 43.05 105 Chimney (11 9063 0.320 500 1562.5 3553.02 556,725 -( 43.06 105 Chimney (11 9389 0.320 500 1562.5 3553.34 557,225 -( 43.06 106 Chimney (11 9402 0.320 500 1562.5 3553.66 557,725 -( 43.06 106 Bench (09A 7074 0.500 800 1600.0 3554.16 558,525 -( 43.07 106 Bench (09A 7080 0.500 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 800 1600.0 3554.66 559,325 -( 43.08 106 Bench (09A 7739 0.500 800 1600.0 3555.16 560,125 -( 43.08 106 Bench (10A 7113 0.500 800 1600.0 3555.66 560,925 -( 43.09 106 Bench (10A 7114 0.500 800 1600.0 3556.16 561,725 -( 43.09 106 Bench (10A 7147 0.500 800 1600.0 3556.66 562,525 -( b/w edgewd & 43.10 106 Bench (10A 8265 0.500 800 1600.0 3557.16 563,325 -( s of w edgewd,e 43.11 106 Bench (10A 9487 0.500 800 1600.0 3557.66 564,125 -( 43.11 106 Bench (10B 7192 0.500 800 1600.0 3558.16 564,925 -( 75' West-MH at 43.12 107 Corbel (10B 8507 0.500 800 1600.0 3558.66 565,725 -( 43.13 107 Bench (10B 8554 0.500 800 1600.0 3559.16 566,525 -( 43.13 107 Bench (10B 8704 0.500 800 1600.0 3559.66 567,325 -( 43.14 107 Bench (10B 8730 0.500 800 1600.0 3560.16 568,125 -( 43.14 107 Curb Inlet (11 2322 2321 S 6.060 10,000 1650.2 3566.22 578,125 -(11 48 43.22 107 Curb Inlet (11 2322 2321 T 6.060 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 10,000 1650.2 3572.28 588,125 -(11 48 43.29 107 Curb Inlet (11 2339 2313 S 6.060 10,000 1650.2 3578.34 598,125 -(11 43 43.36 107 Curb Inlet (11 2315 2313 S 6.060 10,000 1650.2 3584.40 608,125 -(11 71 43.44 107 Curb Inlet (11 2315 2313 T 6.060 10,000 1650.2 3590.46 618,125 -(11 71 43.51 107 sServ. Lat. (10B 8365 8364 A 1.210 2,000 1652.9 3591.67 620,125 -(10B 3448 GETTYSBURG PL 43.53 108 sServ. Lat. (11 2735 2345 A 1.210 2,000 1652.9 3592.88 622,125 -(11 323 ATCHISON 43.54 108 sServ. Lat. (11 8079 8078 A 1.210 2,000 1652.9 3594.09 624,125 -(11 2831 SOUTH TEN 43.55 108 sServ. Lat. (11 2437 2438 A 1.210 2,000 1652.9 3595.30 626,125 -(11 1022 HOLLY DRIVE 43.57 108 Bench (10D 8850 0.480 800 1666.7 3595.78 626,925 -( 43.57 108 Vented (11 2323 0.390 650 1666.7 3596.17 627,575 -( 43.58 108 Vented (11 2324 0.390 650 1666.7 3596.56 628,225 -( 43.58 108 Vented (11 2325 0.390 650 1666.7 3596.95 628,875 -( intersection 43.59 108 Bench (11 2338 0.180 300 1666.7 3597.13 629,175 -( behind McKnight 43.59 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 108 Wall (11 7330 0.300 500 1666.7 3597.43 629,675 -( 43.59 108 Bench (11 7406 0.180 300 1666.7 3597.61 629,975 -( 43.60 109 Vented (11 9116 0.390 650 1666.7 3598.00 630,625 -( instersection 43.60 109 Vented (11 9119 0.390 650 1666.7 3598.39 631,275 -( 43.61 109 Vented (11 9147 0.390 650 1666.7 3598.78 631,925 -( 43.61 109 Vented (11 9149 0.390 650 1666.7 3599.17 632,575 -( intersection 43.62 109 Vented (11 9152 0.390 650 1666.7 3599.56 633,225 -( 43.62 109 Bench (11 9158 0.180 300 1666.7 3599.74 633,525 -( 43.62 109 Bench (11 9159 0.180 300 1666.7 3599.92 633,825 -( 43.63 109 Bench (11 9164 0.180 300 1666.7 3600.10 634,125 -( 43.63 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] Page# 26 JEFFERSON CITY PHASE I 1:36:09 PM Wednesday, September 04, I/I REDUCTION PROGRAM - COMBINED REPORT No. Source Item Line Segment Location Def I/I Elim Cost $/GPM CUM I/I CUM I/I No. (GPM) ($) (GPM) ($) (%) 109 Vented (11 9446 0.390 650 1666.7 3600.49 634,775 -( 43.63 109 Vented (11 9460 0.390 650 1666.7 3600.88 635,425 -( 43.64 110 Chimney (11 15069 0.290 500 1724.1 3601.17 635,925 -( 43.64 110 Chimney (11 2337 0.290 500 1724.1 3601.46 636,425 -( 43.64 110 Chimney (11 7343 0.290 500 1724.1 3601.75 636,925 -( 43.65 110 Chimney (11 9178 0.290 500 1724.1 3602.04 637,425 -( 43.65 110 Chimney (11 9484 0.290 500 1724.1 3602.33 637,925 -( 43.65 110 Chimney (11 9820 0.290 500 1724.1 3602.62 638,425 -( 43.66 110 Line Defect (11 2435 2454 T 1.380 2,500 1811.6 3604.00 640,925 -(11 49 43.67 110 Line Defect (11 2447 2424 T 1.380 2,500 1811.6 3605.38 643,425 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] -(11 252 43.69 110 Chimney (10A 8182 0.440 800 1818.2 3605.82 644,225 -( 43.70 110 sServ. Lat. (09A 7452Z 7452 A 1.100 2,000 1818.2 3606.92 646,225 -(09A 2202 MELODY DRIVE 43.71 111 sServ. Lat. (10D 9002 9001 A 1.100 2,000 1818.2 3608.02 648,225 -(10D 5101 SHADY LANE 43.72 111 sServ. Lat. (10D 8823 8822 B 1.100 2,000 1818.2 3609.12 650,225 -(10D 1610 S. COUNTRY 43.74 111 sServ. Lat. (11 9817 9818 A 1.100 2,000 1818.2 3610.22 652,225 -(11 1101 PRIMROSE LANE 43.75 111 sServ. Lat. (11 9422 9423 A 1.100 2,000 1818.2 3611.32 654,225 -(11 903 PRIMROSE LANE 43.76 111 sServ. Lat. (11 9137 9136 A 1.100 2,000 1818.2 3612.42 656,225 -(11 614 MICHIGAN 43.78 111 Curb Inlet (11 2325 2321 S 5.460 10,000 1831.5 3617.88 666,225 -(11 27 43.84 111 Curb Inlet (11 2325 2321 T 5.460 10,000 1831.5 3623.34 676,225 -(11 27 43.91 111 Vented (09A 7714 0.330 650 1969.7 3623.67 676,875 -( 43.91 111 Bench (10A 7104 0.190 400 2105.3 3623.86 677,275 -( Sylvester Bemboom 43.92 111 Bench (10A 7116 0.190 400 2105.3 3624.05 677,675 -( 43.92 112 Bench (10A 7137 0.190 400 2105.3 3624.24 678,075 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] -( s.of w.edgewd,wof 43.92 112 Bench (10A 7138 0.190 400 2105.3 3624.43 678,475 -( s.of w.edgewd,w of 43.92 112 Bench (10A 7143 0.190 400 2105.3 3624.62 678,875 -( sw edgewood, wof 43.92 112 Bench (10A 8094 0.190 400 2105.3 3624.81 679,275 -( 43.93 112 Bench (10A 8127 0.190 400 2105.3 3625.00 679,675 -( Sylvester Bemboom 43.93 112 Bench (10A 8187 0.190 400 2105.3 3625.19 680,075 -( 43.93 112 Corbel (10E 9037 0.380 800 2105.3 3625.57 680,875 -( 43.94 112 Corbel (10E 9052 0.380 800 2105.3 3625.95 681,675 -( 43.94 112 Chimney (09B 7637 0.370 800 2162.2 3626.32 682,475 -( 43.95 112 Area Drain (11 7022 7021 S 2.270 5,000 2202.6 3628.59 687,475 -(11 40 43.97 113 Bench (09A 7084 0.180 400 2222.2 3628.77 687,875 -( 43.97 113 Bench (09A 7087 0.180 400 2222.2 3628.95 688,275 -( 43.98 113 Bench (09A 7810 0.180 400 2222.2 3629.13 688,675 -( 43.98 113 Wall (10A 8134 0.220 500 2272.7 3629.35 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 689,175 -( 43.98 113 Line Defect (09A 7491 7492 S 1.100 2,500 2272.7 3630.45 691,675 -(09A 271 44.00 113 sServ. Lat. (10D 8773 8774 A 0.880 2,000 2272.7 3631.33 693,675 -(10D 1320 GRANDVIEW CT 44.01 113 sServ. Lat. (10D 8815 8814 A 0.880 2,000 2272.7 3632.21 695,675 -(10D 4911 WILLOBY DR 44.02 113 sServ. Lat. (10D 8892 8891 A 0.880 2,000 2272.7 3633.09 697,675 -(10D 5437 SCHERR DR 44.03 113 Line Defect (11 9254 9252 S 1.100 2,500 2272.7 3634.19 700,175 -(11 35 44.04 113 Line Defect (11 9285 9268 S 1.100 2,500 2272.7 3635.29 702,675 -(11 31 44.05 114 Bench (10A 7163 0.350 800 2285.7 3635.64 703,475 -( 97 s.e. of emerald 44.06 114 Corbel (10A 8228 0.350 800 2285.7 3635.99 704,275 -( 44.06 Page# 27 JEFFERSON CITY PHASE I 1:36:09 PM Wednesday, September 04, I/I REDUCTION PROGRAM - COMBINED REPORT file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] No. Source Item Line Segment Location Def I/I Elim Cost $/GPM CUM I/I CUM I/I No. (GPM) ($) (GPM) ($) (%) 114 Corbel (10A 8229 0.350 800 2285.7 3636.34 705,075 -( 44.07 114 Corbel (10A 8239 0.350 800 2285.7 3636.69 705,875 -( 44.07 114 Corbel (10A 9487 0.350 800 2285.7 3637.04 706,675 -( 44.07 114 Bench (09A 7435 0.130 300 2307.7 3637.17 706,975 -( 44.08 114 Bench (09B 7574 0.130 300 2307.7 3637.30 707,275 -( 44.08 114 Corbel (10B 15007 0.130 300 2307.7 3637.43 707,575 -( 44.08 114 Corbel (10B 7199 0.130 300 2307.7 3637.56 707,875 -( South of W. 44.08 114 Corbel (10B 7200 0.130 300 2307.7 3637.69 708,175 -( South of W. 44.08 115 Corbel (10B 7201 0.130 300 2307.7 3637.82 708,475 -( South of W. 44.08 115 Corbel (10B 7202 0.130 300 2307.7 3637.95 708,775 -( robert kauffman 44.09 115 Corbel (10B 7203 0.130 300 2307.7 3638.08 709,075 -( robert kauffman 44.09 115 Corbel (10B 7220 0.130 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 300 2307.7 3638.21 709,375 -( 44.09 115 Corbel (10B 7245 0.130 300 2307.7 3638.34 709,675 -( 44.09 115 Corbel (10B 8435 0.130 300 2307.7 3638.47 709,975 -( 50' south of 44.09 115 Corbel (10B 8712 0.130 300 2307.7 3638.60 710,275 -( 44.09 115 Bench (10D 8858 0.130 300 2307.7 3638.73 710,575 -( 44.10 115 Bench (10D 8984 0.130 300 2307.7 3638.86 710,875 -( 1610 44.10 115 Bench (10D 9003 0.130 300 2307.7 3638.99 711,175 -( 44.10 116 Bench (11 15076 0.130 300 2307.7 3639.12 711,475 -( 44.10 116 Bench (11 2356 0.130 300 2307.7 3639.25 711,775 -( in creek bed 44.10 116 Bench (11 2357 0.130 300 2307.7 3639.38 712,075 -( 44.10 116 Bench (11 2362 0.130 300 2307.7 3639.51 712,375 -( in intersection 44.10 116 Bench (11 9455 0.130 300 2307.7 3639.64 712,675 -( 44.11 116 Wall (10E 8910 0.210 500 2381.0 3639.85 713,175 -( 44.11 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 116 Wall (10E 8924 0.210 500 2381.0 3640.06 713,675 -( 44.11 116 Wall (10E 8948 0.210 500 2381.0 3640.27 714,175 -( 44.11 116 Wall (10E 8955 0.210 500 2381.0 3640.48 714,675 -( off deadend of 44.12 116 Wall (10E 9042 0.210 500 2381.0 3640.69 715,175 -( off dead-end 44.12 117 sServ. Lat. (10B 8573 8574 A 0.840 2,000 2381.0 3641.53 717,175 -(10B 4037 CAMBRIDGE 44.13 117 sServ. Lat. (10B 8567 8568 B 0.840 2,000 2381.0 3642.37 719,175 -(10B 4008 CAMBRIDGE 44.14 117 sServ. Lat. (11 9141 9129 A 0.830 2,000 2409.6 3643.20 721,175 -(11 1112 MISSOURI BLVD 44.15 117 Wall (11 15073 0.200 500 2500.0 3643.40 721,675 -( 44.15 117 Wall (11 15076 0.200 500 2500.0 3643.60 722,175 -( 44.15 117 Wall (11 2338 0.200 500 2500.0 3643.80 722,675 -( behind McKnight 44.16 117 Wall (11 2341 0.200 500 2500.0 3644.00 723,175 -( 44.16 117 Wall (11 2343 0.200 500 2500.0 3644.20 723,675 -( 44.16 117 Wall (11 2350 0.200 500 2500.0 3644.40 724,175 -( 44.16 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 117 Wall (11 2356 0.200 500 2500.0 3644.60 724,675 -( in creek bed 44.17 118 Wall (11 2357 0.200 500 2500.0 3644.80 725,175 -( 44.17 118 Wall (11 2424 0.200 500 2500.0 3645.00 725,675 -( 44.17 118 Wall (11 2438 0.200 500 2500.0 3645.20 726,175 -( 44.17 118 Wall (11 2446 0.200 500 2500.0 3645.40 726,675 -( 44.18 118 Wall (11 2447 0.200 500 2500.0 3645.60 727,175 -( 44.18 118 Wall (11 2454 0.200 500 2500.0 3645.80 727,675 -( 44.18 Page# 28 JEFFERSON CITY PHASE I 1:36:09 PM Wednesday, September 04, I/I REDUCTION PROGRAM - COMBINED REPORT No. Source Item Line Segment Location Def I/I Elim Cost $/GPM CUM I/I CUM I/I No. (GPM) ($) (GPM) ($) (%) file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 118 Wall (11 2457 0.200 500 2500.0 3646.00 728,175 -( 44.18 118 Wall (11 2462 0.200 500 2500.0 3646.20 728,675 -( 44.19 118 Wall (11 9131 0.200 500 2500.0 3646.40 729,175 -( 44.19 118 Wall (11 9159 0.200 500 2500.0 3646.60 729,675 -( 44.19 119 Wall (11 9164 0.200 500 2500.0 3646.80 730,175 -( 44.19 119 Wall (11 9235 0.200 500 2500.0 3647.00 730,675 -( 44.20 119 Wall (11 9300 0.200 500 2500.0 3647.20 731,175 -( 44.20 119 Wall (11 9361 0.200 500 2500.0 3647.40 731,675 -( 44.20 119 Wall (11 9368 0.200 500 2500.0 3647.60 732,175 -( 44.20 119 Wall (11 9389 0.200 500 2500.0 3647.80 732,675 -( 44.21 119 Wall (11 9461 0.200 500 2500.0 3648.00 733,175 -( 44.21 119 Wall (11 9466 0.200 500 2500.0 3648.20 733,675 -( 44.21 119 Wall (11 9805 0.200 500 2500.0 3648.40 734,175 -( 44.21 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 119 Wall (11 9822 0.200 500 2500.0 3648.60 734,675 -( 44.22 120 Wall (09A 15015 0.190 500 2631.6 3648.79 735,175 -( 44.22 120 Wall (09A 7038 0.190 500 2631.6 3648.98 735,675 -( w.of lynnwood dr 44.22 120 Wall (09A 7073 0.190 500 2631.6 3649.17 736,175 -( 44.22 120 Wall (09A 7075 0.190 500 2631.6 3649.36 736,675 -( 44.22 120 Wall (09A 7076 0.190 500 2631.6 3649.55 737,175 -( 44.23 120 Wall (09A 7078 0.190 500 2631.6 3649.74 737,675 -( 44.23 120 Wall (09A 7080 0.190 500 2631.6 3649.93 738,175 -( 44.23 120 Wall (09A 7081 0.190 500 2631.6 3650.12 738,675 -( 44.23 120 Wall (09A 7082 0.190 500 2631.6 3650.31 739,175 -( 44.24 120 Wall (09A 7730 0.190 500 2631.6 3650.50 739,675 -( 44.24 121 Wall (09A 7745 0.190 500 2631.6 3650.69 740,175 -( 44.24 121 Wall (09A 7807 0.190 500 2631.6 3650.88 740,675 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] -( 44.24 121 Wall (09A 7808 0.190 500 2631.6 3651.07 741,175 -( 44.25 121 Wall (09A 7811 0.190 500 2631.6 3651.26 741,675 -( lot 33 44.25 121 Wall (09A 7812 0.190 500 2631.6 3651.45 742,175 -( 44.25 121 Wall (09A 7814 0.190 500 2631.6 3651.64 742,675 -( bunker hill 44.25 121 Wall (09A 7815 0.190 500 2631.6 3651.83 743,175 -( lot 78 44.25 121 Wall (09A 7816 0.190 500 2631.6 3652.02 743,675 -( 44.26 121 Wall (09A 7817 0.190 500 2631.6 3652.21 744,175 -( 44.26 121 Wall (09A 7850 0.190 500 2631.6 3652.40 744,675 -( lot 35 44.26 122 Wall (09A 7873 0.190 500 2631.6 3652.59 745,175 -( 44.26 122 Wall (10A 7092 0.190 500 2631.6 3652.78 745,675 -( 44.27 122 Wall (10A 7093 0.190 500 2631.6 3652.97 746,175 -( 44.27 122 Wall (10A 7101 0.190 500 2631.6 3653.16 746,675 -( Sylvester Bemboom 44.27 122 Wall (10A 7103 0.190 500 2631.6 3653.35 747,175 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] -( Sylvester Bemboom 44.27 122 Wall (10A 7131 0.190 500 2631.6 3653.54 747,675 -( s.of w.edgewood 44.27 122 Wall (10A 8117 0.190 500 2631.6 3653.73 748,175 -( 44.28 122 Wall (10A 8122 0.190 500 2631.6 3653.92 748,675 -( Sylverter Bemboom 44.28 122 Wall (10A 8136 0.190 500 2631.6 3654.11 749,175 -( 44.28 122 Wall (10A 8151 0.190 500 2631.6 3654.30 749,675 -( 44.28 Page# 29 JEFFERSON CITY PHASE I 1:36:09 PM Wednesday, September 04, I/I REDUCTION PROGRAM - COMBINED REPORT No. Source Item Line Segment Location Def I/I Elim Cost $/GPM CUM I/I CUM I/I No. (GPM) ($) (GPM) ($) (%) 123 Wall (10A 8152 0.190 500 2631.6 3654.49 750,175 -( 44.29 123 Wall (10A 8225 0.190 500 2631.6 3654.68 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 750,675 -( 44.29 123 sServ. Lat. (09B 7625 7626 A 0.740 2,000 2702.7 3655.42 752,675 -(09B 2010 SOUTHRIDGE 44.30 123 sServ. Lat. (10B 8708 8707 A 0.730 2,000 2739.7 3656.15 754,675 -(10B 645 HOBBS RD 44.31 123 sServ. Lat. (11 9362 9361 A 0.730 2,000 2739.7 3656.88 756,675 -(11 VACANT LOT 44.32 123 sServ. Lat. (11 9362 9361 B 0.730 2,000 2739.7 3657.61 758,675 -(11 VACANT LOT 44.32 123 sServ. Lat. (11 9416 9402 B 0.730 2,000 2739.7 3658.34 760,675 -(11 623 OHIO STREET 44.33 123 Bench (10A 7115 0.290 800 2758.6 3658.63 761,475 -( 44.34 123 Bench (10A 7128 0.290 800 2758.6 3658.92 762,275 -( 44.34 123 Bench (10A 7130 0.290 800 2758.6 3659.21 763,075 -( s. west edgewood 44.34 124 Bench (10A 9521 0.290 800 2758.6 3659.50 763,875 -( 44.35 124 Chimney (10A 15053 0.280 800 2857.1 3659.78 764,675 -( frog hollow & 179 44.35 124 Chimney (10A 7147 0.280 800 2857.1 3660.06 765,475 -( b/w edgewd & 44.35 124 Chimney (10A 8202 0.280 800 2857.1 3660.34 766,275 -( 44.36 124 Chimney (10A 8337 0.280 800 2857.1 3660.62 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 767,075 -( 44.36 124 Vented (10D 8765 0.220 650 2954.5 3660.84 767,725 -( 44.36 124 Vented (10D 8859 0.220 650 2954.5 3661.06 768,375 -( 44.37 124 Chimney (10B 7203 0.270 800 2963.0 3661.33 769,175 -( robert kauffman 44.37 124 Chimney (10B 8411 0.270 800 2963.0 3661.60 769,975 -( 44.37 124 Chimney (10B 8433 0.270 800 2963.0 3661.87 770,775 -( 44.38 125 Chimney (10B 8434 0.270 800 2963.0 3662.14 771,575 -( 100' south of 44.38 125 Chimney (10B 8493 0.270 800 2963.0 3662.41 772,375 -( 44.38 125 Chimney (10B 8557 0.270 800 2963.0 3662.68 773,175 -( off S. Country 44.39 125 Line Defect (11 2446 2447 S 0.830 2,500 3012.0 3663.51 775,675 -(11 33 44.40 125 Line Defect (11 2446 2447 U 0.830 2,500 3012.0 3664.34 778,175 -(11 71 44.41 125 sServ. Lat. (10A 8229 8228 A 0.660 2,000 3030.3 3665.00 780,175 -(10A 930 DIAMOND RIDGE 44.41 125 sServ. Lat. (10D 8788 8787 A 0.660 2,000 3030.3 3665.66 782,175 -(10D 5104 WOODWAY 44.42 125 Bench (09B 7692 0.130 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 400 3076.9 3665.79 782,575 -( 44.42 125 Bench (10B 7203 0.130 400 3076.9 3665.92 782,975 -( robert kauffman 44.43 125 Bench (10B 7236 0.130 400 3076.9 3666.05 783,375 -( 44.43 126 Bench (10B 8534 0.130 400 3076.9 3666.18 783,775 -( 44.43 126 Bench (10B 8548 0.130 400 3076.9 3666.31 784,175 -( 44.43 126 Bench (10B 8571 0.130 400 3076.9 3666.44 784,575 -( 44.43 126 Bench (10B 8703 0.130 400 3076.9 3666.57 784,975 -( 44.43 126 Bench (10B 8709 0.130 400 3076.9 3666.70 785,375 -( 44.43 126 Bench (10B 8724 0.130 400 3076.9 3666.83 785,775 -( 44.44 126 Bench (10B 9524 0.130 400 3076.9 3666.96 786,175 -( 44.44 126 Bench (11 2423 0.130 400 3076.9 3667.09 786,575 -( along Hwy 54 West 44.44 126 Corbel (10B 15009 0.240 800 3333.3 3667.33 787,375 -( 44.44 126 Corbel (10B 7204 0.240 800 3333.3 3667.57 788,175 -( robert kauffman 44.45 127 Corbel (10B 7207 0.240 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 800 3333.3 3667.81 788,975 -( robert kauffman 44.45 127 Corbel (10B 7208 0.240 800 3333.3 3668.05 789,775 -( north east of road 44.45 127 Corbel (10B 7209 0.240 800 3333.3 3668.29 790,575 -( north east of rd 44.45 127 Corbel (10B 7213 0.240 800 3333.3 3668.53 791,375 -( County Park Lake 44.46 Page# 30 JEFFERSON CITY PHASE I 1:36:09 PM Wednesday, September 04, I/I REDUCTION PROGRAM - COMBINED REPORT No. Source Item Line Segment Location Def I/I Elim Cost $/GPM CUM I/I CUM I/I No. (GPM) ($) (GPM) ($) (%) 127 Bench (10B 7213 0.240 800 3333.3 3668.77 792,175 -( County Park Lake 44.46 127 Corbel (10B 7214 0.240 800 3333.3 3669.01 792,975 -( Jaycee Home Assoc 44.46 127 Corbel (10B 7215 0.240 800 3333.3 3669.25 793,775 -( Jaycee Home Assoc 44.47 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 127 Corbel (10B 7236 0.240 800 3333.3 3669.49 794,575 -( 44.47 127 Corbel (10B 7243 0.240 800 3333.3 3669.73 795,375 -( 44.47 127 Corbel (10B 7244 0.240 800 3333.3 3669.97 796,175 -( 44.47 128 Corbel (10B 8477 0.240 800 3333.3 3670.21 796,975 -( 44.48 128 Corbel (10B 8536 0.240 800 3333.3 3670.45 797,775 -( 44.48 128 Vented (11 7310 0.190 650 3421.1 3670.64 798,425 -( 44.48 128 Chimney (10D 8763 0.220 800 3636.4 3670.86 799,225 -( 44.48 128 Chimney (10D 8783 0.220 800 3636.4 3671.08 800,025 -( 44.49 128 sServ. Lat. (10D 8815 8814 B 0.550 2,000 3636.4 3671.63 802,025 -(10D 4911 SCRUGS 44.49 128 sServ. Lat. (11 2332 2334 B 0.550 2,000 3636.4 3672.18 804,025 -(11 815 WASHINGTON ST 44.50 128 sServ. Lat. (11 9269 9285 A 0.550 2,000 3636.4 3672.73 806,025 -(11 1115 SOUTHWEST 44.51 128 sServ. Lat. (11 9343 9342 C 0.550 2,000 3636.4 3673.28 808,025 -(11 1001 DULLE STREET 44.51 128 Bench (09A 7082 0.210 800 3809.5 3673.49 808,825 -( 44.52 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 129 Corbel (09A 7446 0.210 800 3809.5 3673.70 809,625 -( 44.52 129 Corbel (09A 7465 0.210 800 3809.5 3673.91 810,425 -( 44.52 129 Bench (09A 7815 0.210 800 3809.5 3674.12 811,225 -( lot 78 44.52 129 Chimney (10E 8956 0.210 800 3809.5 3674.33 812,025 -( 44.53 129 Wall (10B 15007 0.130 500 3846.2 3674.46 812,525 -( 44.53 129 Wall (10B 7185 0.130 500 3846.2 3674.59 813,025 -( South of W. 44.53 129 Wall (10B 7195 0.130 500 3846.2 3674.72 813,525 -( 44.53 129 Wall (10B 7196 0.130 500 3846.2 3674.85 814,025 -( 44.53 129 Wall (10B 7199 0.130 500 3846.2 3674.98 814,525 -( South of W. 44.53 129 Wall (10B 7200 0.130 500 3846.2 3675.11 815,025 -( South of W. 44.54 130 Wall (10B 7201 0.130 500 3846.2 3675.24 815,525 -( South of W. 44.54 130 Wall (10B 7220 0.130 500 3846.2 3675.37 816,025 -( 44.54 130 Wall (10B 7245 0.130 500 3846.2 3675.50 816,525 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] -( 44.54 130 Wall (10B 8504 0.130 500 3846.2 3675.63 817,025 -( 44.54 130 Wall (10B 8548 0.130 500 3846.2 3675.76 817,525 -( 44.54 130 Wall (10B 8703 0.130 500 3846.2 3675.89 818,025 -( 44.55 130 Wall (10B 8711 0.130 500 3846.2 3676.02 818,525 -( across creek 44.55 130 Wall (10B 8737 0.130 500 3846.2 3676.15 819,025 -( 44.55 130 sFound. (10A 8147 8146 A 0.500 2,000 4000.0 3676.65 821,025 -(10A 1925 ROLLINGHILLS 44.56 130 sServ. Lat. (10B 8513 8512 A 0.490 2,000 4081.6 3677.14 823,025 -(10B 901 COUNTRY RIDGE 44.56 131 sServ. Lat. (10B 8449 8440 A 0.490 2,000 4081.6 3677.63 825,025 -(10B 714 SHERWOOD DR 44.57 131 sServ. Lat. (11 2330 2325 A 0.490 2,000 4081.6 3678.12 827,025 -(11 221 ATCHISON 44.57 131 Line Defect (11 15041 9399 S 0.610 2,500 4098.4 3678.73 829,525 -(11 23 44.58 131 Bench (10B 7157 0.190 800 4210.5 3678.92 830,325 -( 44.58 131 Bench (10B 7215 0.190 800 4210.5 3679.11 831,125 -( Jaycee Home Assoc 44.58 131 Bench (10B 8464 0.190 800 4210.5 3679.30 831,925 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] -( Lot 13 44.59 131 Bench (10B 8505 0.190 800 4210.5 3679.49 832,725 -( 44.59 131 Bench (10B 8707 0.190 800 4210.5 3679.68 833,525 -( 44.59 Page# 31 JEFFERSON CITY PHASE I 1:36:09 PM Wednesday, September 04, I/I REDUCTION PROGRAM - COMBINED REPORT No. Source Item Line Segment Location Def I/I Elim Cost $/GPM CUM I/I CUM I/I No. (GPM) ($) (GPM) ($) (%) 131 Vented (11 9063 0.150 650 4333.3 3679.83 834,175 -( 44.59 131 Vented (11 9126 0.150 650 4333.3 3679.98 834,825 -( 44.60 132 Wall (11 15070 0.110 500 4545.5 3680.09 835,325 -( 44.60 132 Wall (11 2365 0.110 500 4545.5 3680.20 835,825 -( 44.60 132 Wall (11 6982 0.110 500 4545.5 3680.31 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 836,325 -( 44.60 132 Wall (11 7017 0.110 500 4545.5 3680.42 836,825 -( 44.60 132 Wall (11 7253 0.110 500 4545.5 3680.53 837,325 -( 44.60 132 Wall (11 7256 0.110 500 4545.5 3680.64 837,825 -( 44.60 132 Wall (11 7261 0.110 500 4545.5 3680.75 838,325 -( 44.60 132 Wall (11 7266 0.110 500 4545.5 3680.86 838,825 -( 44.61 132 Wall (11 7277 0.110 500 4545.5 3680.97 839,325 -( 44.61 132 Wall (11 7304 0.110 500 4545.5 3681.08 839,825 -( 44.61 133 Wall (11 7406 0.110 500 4545.5 3681.19 840,325 -( 44.61 133 Wall (11 7410 0.110 500 4545.5 3681.30 840,825 -( 44.61 133 Wall (11 9229 0.110 500 4545.5 3681.41 841,325 -( 44.61 133 Wall (11 9263 0.110 500 4545.5 3681.52 841,825 -( 44.61 133 Wall (11 9265 0.110 500 4545.5 3681.63 842,325 -( 44.62 133 Wall (11 9267 0.110 500 4545.5 3681.74 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 842,825 -( 44.62 133 Wall (11 9272 0.110 500 4545.5 3681.85 843,325 -( 44.62 133 Wall (11 9279 0.110 500 4545.5 3681.96 843,825 -( 44.62 133 Wall (11 9280 0.110 500 4545.5 3682.07 844,325 -( 44.62 133 Wall (11 9419 0.110 500 4545.5 3682.18 844,825 -( 44.62 134 Wall (11 9423 0.110 500 4545.5 3682.29 845,325 -( 44.62 134 sServ. Lat. (09A 7446 7445 A 0.440 2,000 4545.5 3682.73 847,325 -(09A 2102 BUEHRLE DRIVE 44.63 134 sServ. Lat. (10D 8794 8795 A 0.440 2,000 4545.5 3683.17 849,325 -(10D 1509 WESTVIEW DR 44.63 134 sServ. Lat. (10D 8831 8832 B 0.440 2,000 4545.5 3683.61 851,325 -(10D 1705 NORTHPORT DR 44.64 134 sServ. Lat. (10D 8878 8964 A 0.440 2,000 4545.5 3684.05 853,325 -(10D 5206 COLLIER CT 44.64 134 sServ. Lat. (10D 8877 8870 A 0.440 2,000 4545.5 3684.49 855,325 -(10D 5300 SCHERR DR 44.65 134 Line Defect (11 2443 2444 T 0.550 2,500 4545.5 3685.04 857,825 -(11 85 44.66 134 sServ. Lat. (11 9474 9475 A 0.440 2,000 4545.5 3685.48 859,825 -(11 802 MONTANA STREET 44.66 134 sServ. Lat. (11 9343 9342 A 0.440 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 2,000 4545.5 3685.92 861,825 -(11 1003 DULLE STREET 44.67 134 Corbel (09A 15015 0.060 300 5000.0 3685.98 862,125 -( 44.67 135 Corbel (09A 7083 0.060 300 5000.0 3686.04 862,425 -( 44.67 135 Corbel (09A 7084 0.060 300 5000.0 3686.10 862,725 -( 44.67 135 Corbel (09A 7085 0.060 300 5000.0 3686.16 863,025 -( 44.67 135 Corbel (09A 7087 0.060 300 5000.0 3686.22 863,325 -( 44.67 135 Wall (09A 7460 0.100 500 5000.0 3686.32 863,825 -( 44.67 135 Corbel (09A 7810 0.060 300 5000.0 3686.38 864,125 -( 44.67 135 Line Defect (11 9477 9474 S 0.490 2,500 5102.0 3686.87 866,625 -(11 251 44.68 135 sServ. Lat. (11 9827 9825 A 0.360 2,000 5555.6 3687.23 868,625 -(11 2004 EDGEWOOD 44.68 135 sServ. Lat. (11 9399 9397 A 0.360 2,000 5555.6 3687.59 870,625 -(11 905 ST MARYS BLVD 44.69 135 sServ. Lat. (10E 8932 8934 B 0.350 2,000 5714.3 3687.94 872,625 -(10E 5541 BRADLEY DR 44.69 136 sServ. Lat. (09B 7592 7591 A 0.330 2,000 6060.6 3688.27 874,625 -(09B 1818 SUNVALLEY 44.70 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 136 sServ. Lat. (09B 7597 7596 A 0.330 2,000 6060.6 3688.60 876,625 -(09B 1814 CEDAR HILL 44.70 Page# 32 JEFFERSON CITY PHASE I 1:36:09 PM Wednesday, September 04, I/I REDUCTION PROGRAM - COMBINED REPORT No. Source Item Line Segment Location Def I/I Elim Cost $/GPM CUM I/I CUM I/I No. (GPM) ($) (GPM) ($) (%) 136 sServ. Lat. (10D 8966 8967 A 0.330 2,000 6060.6 3688.93 878,625 -(10D 1614 NORTH BROOK 44.70 136 Bench (09A 15015 0.060 400 6666.7 3688.99 879,025 -( 44.70 136 Bench (09A 7737 0.060 400 6666.7 3689.05 879,425 -( 44.71 136 Bench (09A 7792 0.060 400 6666.7 3689.11 879,825 -( 44.71 136 Corbel (11 2325 0.120 800 6666.7 3689.23 880,625 -( intersection 44.71 136 Corbel (11 2338 0.120 800 6666.7 3689.35 881,425 -( behind McKnight 44.71 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 136 Corbel (11 2372 0.120 800 6666.7 3689.47 882,225 -( 44.71 136 Corbel (11 2424 0.120 800 6666.7 3689.59 883,025 -( 44.71 137 Corbel (11 2446 0.120 800 6666.7 3689.71 883,825 -( 44.71 137 Corbel (11 2452 0.120 800 6666.7 3689.83 884,625 -( 44.71 137 Corbel (11 2457 0.120 800 6666.7 3689.95 885,425 -( 44.72 137 Corbel (11 9334 0.120 800 6666.7 3690.07 886,225 -( 44.72 137 Corbel (11 9389 0.120 800 6666.7 3690.19 887,025 -( 44.72 137 sStrwll (11 9413 9414 A 0.290 2,000 6896.6 3690.48 889,025 -(11 706 OHIO STREET 44.72 137 Wall (09A 7442 0.070 500 7142.9 3690.55 889,525 -( 44.72 137 Wall (09A 7450 0.070 500 7142.9 3690.62 890,025 -( 44.72 137 Wall (09A 7463 0.070 500 7142.9 3690.69 890,525 -( 44.73 137 Wall (09A 7466 0.070 500 7142.9 3690.76 891,025 -( 44.73 138 Wall (09A 7477 0.070 500 7142.9 3690.83 891,525 -( 44.73 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 138 Wall (09A 7737 0.070 500 7142.9 3690.90 892,025 -( 44.73 138 sServ. Lat. (09A 7764 7771 A 0.280 2,000 7142.9 3691.18 894,025 -(09A 1717 LIBERTY CT 44.73 138 sServ. Lat. (09A 7749 7759 A 0.280 2,000 7142.9 3691.46 896,025 -(09A 1701 INDEPENDENCE 44.73 138 sServ. Lat. (11 9817 9818 B 0.280 2,000 7142.9 3691.74 898,025 -(11 1101 PRIMROSE LANE 44.74 138 sServ. Lat. (11 9254 9252 A 0.280 2,000 7142.9 3692.02 900,025 -(11 1211 EDGEWOOD 44.74 138 sServ. Lat. (11 9298 9297 A 0.280 2,000 7142.9 3692.30 902,025 -(11 BASEBALL FIELD 44.74 138 Corbel (11 2447 0.040 300 7500.0 3692.34 902,325 -( 44.75 138 Corbel (11 2453 0.040 300 7500.0 3692.38 902,625 -( 44.75 138 Corbel (11 2454 0.040 300 7500.0 3692.42 902,925 -( 44.75 139 Corbel (11 9164 0.040 300 7500.0 3692.46 903,225 -( 44.75 139 Corbel (11 9369 0.040 300 7500.0 3692.50 903,525 -( 44.75 139 Corbel (11 9457 0.040 300 7500.0 3692.54 903,825 -( 44.75 139 Corbel (09A 7076 0.100 800 8000.0 3692.64 904,625 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] -( 44.75 139 Corbel (09A 7077 0.100 800 8000.0 3692.74 905,425 -( 44.75 139 Corbel (09A 7078 0.100 800 8000.0 3692.84 906,225 -( 44.75 139 Corbel (09A 7080 0.100 800 8000.0 3692.94 907,025 -( 44.75 139 Corbel (09A 7081 0.100 800 8000.0 3693.04 907,825 -( 44.75 139 Corbel (09A 7082 0.100 800 8000.0 3693.14 908,625 -( 44.75 139 Corbel (09A 7769 0.100 800 8000.0 3693.24 909,425 -( 44.76 140 Corbel (09A 7811 0.100 800 8000.0 3693.34 910,225 -( lot 33 44.76 140 Corbel (09A 7812 0.100 800 8000.0 3693.44 911,025 -( 44.76 140 Corbel (09A 7814 0.100 800 8000.0 3693.54 911,825 -( bunker hill 44.76 140 Corbel (09A 7815 0.100 800 8000.0 3693.64 912,625 -( lot 78 44.76 140 Corbel (09A 7816 0.100 800 8000.0 3693.74 913,425 -( 44.76 140 Corbel (09A 7817 0.100 800 8000.0 3693.84 914,225 -( 44.76 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] Page# 33 JEFFERSON CITY PHASE I 1:36:09 PM Wednesday, September 04, I/I REDUCTION PROGRAM - COMBINED REPORT No. Source Item Line Segment Location Def I/I Elim Cost $/GPM CUM I/I CUM I/I No. (GPM) ($) (GPM) ($) (%) 140 Corbel (09A 7850 0.100 800 8000.0 3693.94 915,025 -( lot 35 44.76 140 sServ. Lat. (09B 7560 7559 A 0.250 2,000 8000.0 3694.19 917,025 -(09B 1723 OVERLOOK 44.77 140 Vented (11 2316 0.080 650 8125.0 3694.27 917,675 -( 44.77 140 Vented (11 9295 0.080 650 8125.0 3694.35 918,325 -( 44.77 141 Wall (09A 7035 0.060 500 8333.3 3694.41 918,825 -( 44.77 141 Wall (09A 7083 0.060 500 8333.3 3694.47 919,325 -( 44.77 141 Wall (09A 7084 0.060 500 8333.3 3694.53 919,825 -( 44.77 141 Wall (09A 7085 0.060 500 8333.3 3694.59 920,325 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] -( 44.77 141 Wall (09A 7087 0.060 500 8333.3 3694.65 920,825 -( 44.77 141 Wall (09A 7779 0.060 500 8333.3 3694.71 921,325 -( 44.77 141 Wall (09A 7792 0.060 500 8333.3 3694.77 921,825 -( 44.77 141 Wall (09A 7810 0.060 500 8333.3 3694.83 922,325 -( 44.78 141 sServ. Lat. (11 9132 9131 A 0.240 2,000 8333.3 3695.07 924,325 -(11 1109 ST MARYS BLVD 44.78 141 sServ. Lat. (11 9132 9131 B 0.240 2,000 8333.3 3695.31 926,325 -(11 1111 ST MARYS BLVD 44.78 142 Line Defect (11 2345 2344 T 0.280 2,500 8928.6 3695.59 928,825 -(11 120 44.78 142 sServ. Lat. (09A 7491 7492 A 0.220 2,000 9090.9 3695.81 930,825 -(09A 2214 BRANDY LANE 44.79 142 sServ. Lat. (09A 15028 7453 A 0.220 2,000 9090.9 3696.03 932,825 -(09A 2119 EDGEWOOD 44.79 142 sServ. Lat. (09A 7449Y 7449 A 0.220 2,000 9090.9 3696.25 934,825 -(09A 2208 BUEHRLE DRIVE 44.79 142 sServ. Lat. (10D 9016 9015 C 0.220 2,000 9090.9 3696.47 936,825 -(10D 1314 BISCAYNE DR 44.80 142 sServ. Lat. (10D 8767 8768 A 0.220 2,000 9090.9 3696.69 938,825 -(10D 1201 GRANDVIEW CT 44.80 142 sServ. Lat. (10D 8761 8766 A 0.220 2,000 9090.9 3696.91 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 940,825 -(10D 5111 OLD LOHMAN RD 44.80 142 sServ. Lat. (10D 8838 8837 A 0.220 2,000 9090.9 3697.13 942,825 -(10D 4905 WESTPORT DR 44.80 142 sServ. Lat. (10D 8874 8875 A 0.220 2,000 9090.9 3697.35 944,825 -(10D 5304 JACOB LN 44.81 142 sServ. Lat. (11 2332 2334 A 0.220 2,000 9090.9 3697.57 946,825 -(11 815 WASHINGTON ST 44.81 143 sServ. Lat. (11 2366 2367 A 0.220 2,000 9090.9 3697.79 948,825 -(11 933 JEFFERSON ST 44.81 143 sServ. Lat. (11 2435 2454 B 0.220 2,000 9090.9 3698.01 950,825 -(11 1012 HAWTHORNE 44.81 143 sServ. Lat. (11 2453 2451 A 0.220 2,000 9090.9 3698.23 952,825 -(11 1020 HAWTHORNE 44.82 143 sServ. Lat. (11 9372 9485 B 0.220 2,000 9090.9 3698.45 954,825 -(11 728 HEISINGER ROAD 44.82 143 Bench (09A 7859 0.080 800 10000.0 3698.53 955,625 -( lot 41 44.82 143 Bench (09A 7890 0.080 800 10000.0 3698.61 956,425 -( 44.82 143 Chimney (11 2308 0.080 800 10000.0 3698.69 957,225 -( 44.82 143 Chimney (11 2313 0.080 800 10000.0 3698.77 958,025 -( 44.82 143 Chimney (11 2317 0.080 800 10000.0 3698.85 958,825 -( intersection 44.82 143 Corbel (11 2360 0.030 300 10000.0 3698.88 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 959,125 -( 44.82 144 Chimney (11 2444 0.080 800 10000.0 3698.96 959,925 -( 44.83 144 Chimney (11 2447 0.080 800 10000.0 3699.04 960,725 -( 44.83 144 Chimney (11 2453 0.080 800 10000.0 3699.12 961,525 -( 44.83 144 Chimney (11 6983 0.080 800 10000.0 3699.20 962,325 -( 44.83 144 Chimney (11 9082 0.080 800 10000.0 3699.28 963,125 -( 44.83 144 Chimney (11 9369 0.080 800 10000.0 3699.36 963,925 -( 44.83 144 Chimney (11 9412 0.080 800 10000.0 3699.44 964,725 -( 44.83 144 sServ. Lat. (09B 7574 7573 A 0.200 2,000 10000.0 3699.64 966,725 -(09B 1824 OVERLOOK 44.83 144 sServ. Lat. (09A 7452Z 7452 B 0.170 2,000 11764.7 3699.81 968,725 -(09A 2202 MELODY DRIVE 44.84 144 sServ. Lat. (09B 7649 7648 A 0.170 2,000 11764.7 3699.98 970,725 -(09B 2109 MEADOW LAKE 44.84 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] Page# 34 JEFFERSON CITY PHASE I 1:36:09 PM Wednesday, September 04, I/I REDUCTION PROGRAM - COMBINED REPORT No. Source Item Line Segment Location Def I/I Elim Cost $/GPM CUM I/I CUM I/I No. (GPM) ($) (GPM) ($) (%) 145 sServ. Lat. (09B 7577 7576 A 0.170 2,000 11764.7 3700.15 972,725 -(09B 1910 SUN MEADOW 44.84 145 sServ. Lat. (10A 7124 7123 A 0.170 2,000 11764.7 3700.32 974,725 -(10A 1312 LECAR DRIVE 44.84 145 sServ. Lat. (10A 8102 8101 A 0.170 2,000 11764.7 3700.49 976,725 -(10A 2611 KENWOOD DRIVE 44.84 145 sServ. Lat. (11 2463 2462 A 0.170 2,000 11764.7 3700.66 978,725 -(11 1134 DARLENE DRIVE 44.85 145 Wall (11 15034 0.040 500 12500.0 3700.70 979,225 -( 44.85 145 Wall (11 2362 0.040 500 12500.0 3700.74 979,725 -( in intersection 44.85 145 Wall (11 2372 0.040 500 12500.0 3700.78 980,225 -( 44.85 145 Wall (11 2377 0.040 500 12500.0 3700.82 980,725 -( 44.85 145 Wall (11 2434 0.040 500 12500.0 3700.86 981,225 -( 44.85 145 Wall (11 2453 0.040 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 500 12500.0 3700.90 981,725 -( 44.85 146 Wall (11 9069 0.040 500 12500.0 3700.94 982,225 -( 44.85 146 Wall (11 9120 0.040 500 12500.0 3700.98 982,725 -( 44.85 146 Wall (11 9142 0.040 500 12500.0 3701.02 983,225 -( 44.85 146 Wall (11 9148 0.040 500 12500.0 3701.06 983,725 -( 44.85 146 Wall (11 9170 0.040 500 12500.0 3701.10 984,225 -( 44.85 146 Wall (11 9171 0.040 500 12500.0 3701.14 984,725 -( 44.85 146 Wall (11 9172 0.040 500 12500.0 3701.18 985,225 -( 44.85 146 Wall (11 9369 0.040 500 12500.0 3701.22 985,725 -( 44.85 146 Wall (11 9390 0.040 500 12500.0 3701.26 986,225 -( 44.85 146 Wall (11 9457 0.040 500 12500.0 3701.30 986,725 -( 44.85 147 Wall (11 9790 0.040 500 12500.0 3701.34 987,225 -( 44.85 147 Water Valve (10D 8768 8773 S 0.200 2,500 12500.0 3701.54 989,725 -(10D 70 44.86 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 147 Corbel (11 15044 0.060 800 13333.3 3701.60 990,525 -( 44.86 147 Bench (11 2317 0.030 400 13333.3 3701.63 990,925 -( intersection 44.86 147 Bench (11 2323 0.030 400 13333.3 3701.66 991,325 -( 44.86 147 Corbel (11 6982 0.060 800 13333.3 3701.72 992,125 -( 44.86 147 Bench (11 7018 0.030 400 13333.3 3701.75 992,525 -( 44.86 147 Corbel (11 7275 0.060 800 13333.3 3701.81 993,325 -( 44.86 147 Bench (11 7332 0.030 400 13333.3 3701.84 993,725 -( 44.86 147 Bench (11 7335 0.030 400 13333.3 3701.87 994,125 -( 44.86 148 Bench (11 7360 0.030 400 13333.3 3701.90 994,525 -( 44.86 148 Corbel (11 7380 0.060 800 13333.3 3701.96 995,325 -( 44.86 148 Corbel (11 7388 0.060 800 13333.3 3702.02 996,125 -( 44.86 148 Bench (11 8757 0.030 400 13333.3 3702.05 996,525 -( 44.86 148 Bench (11 9369 0.030 400 13333.3 3702.08 996,925 -( 44.86 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 148 sServ. Lat. (09B 7519 7518 A 0.130 2,000 15384.6 3702.21 998,925 -(09B 1815 CEDAR RIDGE 44.86 148 Bench (11 6982 0.050 800 16000.0 3702.26 999,725 -( 44.87 148 Bench (11 6995 0.050 800 16000.0 3702.31 1,000,5 -( 44.87 148 Chimney (11 7008 0.050 800 16000.0 3702.36 1,001,3 -( 44.87 148 Chimney (11 7013 0.050 800 16000.0 3702.41 1,002,1 -( 44.87 149 Bench (11 7336 0.050 800 16000.0 3702.46 1,002,9 -( 44.87 149 Bench (11 7412 0.050 800 16000.0 3702.51 1,003,7 -( 44.87 149 Chimney (11 8070 0.050 800 16000.0 3702.56 1,004,5 -( ryans steak house 44.87 149 Bench (11 9136 0.050 800 16000.0 3702.61 1,005,3 -( 44.87 Page# 35 JEFFERSON CITY PHASE I 1:36:09 PM Wednesday, September 04, I/I REDUCTION PROGRAM - COMBINED file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] REPORT No. Source Item Line Segment Location Def I/I Elim Cost $/GPM CUM I/I CUM I/I No. (GPM) ($) (GPM) ($) (%) 149 Bench (11 9420 0.050 800 16000.0 3702.66 1,006,1 -( 44.87 149 Bench (11 9423 0.050 800 16000.0 3702.71 1,006,9 -( 44.87 149 Wall (11 15030 0.030 500 16666.7 3702.74 1,007,4 -( 44.87 149 Wall (11 2345 0.030 500 16666.7 3702.77 1,007,9 -( N of Broadway 44.87 149 Wall (11 2358 0.030 500 16666.7 3702.80 1,008,4 -( 44.87 149 Wall (11 6977 0.030 500 16666.7 3702.83 1,008,9 -( 44.87 150 Wall (11 6991 0.030 500 16666.7 3702.86 1,009,4 -( 44.87 150 Wall (11 7001 0.030 500 16666.7 3702.89 1,009,9 -( 44.87 150 Wall (11 7276 0.030 500 16666.7 3702.92 1,010,4 -( 44.87 150 Wall (11 7339 0.030 500 16666.7 3702.95 1,010,9 -( 44.87 150 Wall (11 7388 0.030 500 16666.7 3702.98 1,011,4 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] -( 44.87 150 Wall (11 8033 0.030 500 16666.7 3703.01 1,011,9 -( 44.87 150 Wall (11 9080 0.030 500 16666.7 3703.04 1,012,4 -( 44.87 150 Wall (11 9093 0.030 500 16666.7 3703.07 1,012,9 -( 44.88 150 Wall (11 9094 0.030 500 16666.7 3703.10 1,013,4 -( 44.88 150 Wall (11 9380 0.030 500 16666.7 3703.13 1,013,9 -( 44.88 151 Wall (11 9394 0.030 500 16666.7 3703.16 1,014,4 -( 44.88 151 sServ. Lat. (11 9377 9376 B 0.120 2,000 16666.7 3703.28 1,016,4 -(11 2107 MISSOURI BLVD 44.88 151 Line Defect (11 9253 9252 S 0.140 2,500 17857.1 3703.42 1,018,9 -(11 78 44.88 151 Line Defect (11 2362Z 2362 S 0.140 2,500 17857.1 3703.56 1,021,4 -(11 24 44.88 151 Line Defect (11 2362Z 2362 T 0.140 2,500 17857.1 3703.70 1,023,9 -(11 57 44.88 151 Line Defect (11 9390 9387 S 0.140 2,500 17857.1 3703.84 1,026,4 -(11 29 44.88 151 sServ. Lat. (10D 9016 9015 B 0.110 2,000 18181.8 3703.95 1,028,4 -(10D 1318 BISCAYNE DR 44.89 151 sServ. Lat. (10D 8831 8832 A 0.110 2,000 18181.8 3704.06 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 1,030,4 -(10D 1703 NORTHPORT DR 44.89 151 sServ. Lat. (10D 8878 8964 B 0.110 2,000 18181.8 3704.17 1,032,4 -(10D 5205 COLLIER CT 44.89 151 sServ. Lat. (10D 8878 8964 C 0.110 2,000 18181.8 3704.28 1,034,4 -(10D 5203 COLLIER CT 44.89 152 sServ. Lat. (10D 8833 8834 A 0.110 2,000 18181.8 3704.39 1,036,4 -(10D 4904 WESTPORT DR 44.89 152 sServ. Lat. (11 7362 7360 A 0.110 2,000 18181.8 3704.50 1,038,4 -(11 916 JASON ROAD 44.89 152 sServ. Lat. (11 9125 9124 A 0.110 2,000 18181.8 3704.61 1,040,4 -(11 605 HOWARD STREET 44.89 152 sFound. (10A 8148 8146 A 0.100 2,000 20000.0 3704.71 1,042,4 -(10A 1935 ROLLINGHILLS 44.90 152 sServ. Lat. (11 2311 2310 A 0.100 2,000 20000.0 3704.81 1,044,4 -(11 312 ELM STREET 44.90 152 Line Defect (11 9203 9202 S 0.120 2,500 20833.3 3704.93 1,046,9 -(11 136 44.90 152 Water Valve (11 2435 2454 S 0.120 2,500 20833.3 3705.05 1,049,4 -(11 0 44.90 152 sServ. Lat. (10E 8943 8933 A 0.090 2,000 22222.2 3705.14 1,051,4 -(10E 5535 BRADLEY DR 44.90 152 Line Defect (11 9795 9793 S 0.110 2,500 22727.3 3705.25 1,053,9 -(11 30 44.90 152 Line Defect (11 9388 9387 T 0.110 2,500 22727.3 3705.36 1,056,4 -(11 101 44.90 153 sFound. (10A 8148 8146 B 0.080 2,000 25000.0 3705.44 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 1,058,4 -(10A 1931 ROLLINGHILLS 44.90 153 sServ. Lat. (11 9246 9245 A 0.080 2,000 25000.0 3705.52 1,060,4 -(11 1016 WESTWOOD 44.90 153 sFound. (11 7340 7339 A 0.080 2,000 25000.0 3705.60 1,062,4 -(11 921 CARI ANN DRIVE 44.91 153 Line Defect (09A 7446 7445 T 0.080 2,500 31250.0 3705.68 1,064,9 -(09A 221 44.91 153 Line Defect (11 2362Z 2362 U 0.080 2,500 31250.0 3705.76 1,067,4 -(11 177 44.91 153 sServ. Lat. (09A 7705 15021 A 0.060 2,000 33333.3 3705.82 1,069,4 -(09A 1412 INGLENOOK DR. 44.91 153 sServ. Lat. (09A 7452Z 7452 C 0.060 2,000 33333.3 3705.88 1,071,4 -(09A 2124 MELODY DRIVE 44.91 153 sServ. Lat. (10D 8888 8887 A 0.060 2,000 33333.3 3705.94 1,073,4 -(10D 5419 COLLIER 44.91 Page# 36 JEFFERSON CITY PHASE I 1:36:09 PM Wednesday, September 04, I/I REDUCTION PROGRAM - COMBINED REPORT No. Source Item Line Segment Location Def I/I Elim Cost $/GPM file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] CUM I/I CUM I/I No. (GPM) ($) (GPM) ($) (%) 153 sServ. Lat. (11 2362 2361 A 0.060 2,000 33333.3 3706.00 1,075,4 -(11 1001 WASHINGTON 44.91 153 sServ. Lat. (11 8060 8059 A 0.060 2,000 33333.3 3706.06 1,077,4 -(11 2617 MISSOURI BLVD 44.91 154 sServ. Lat. (11 8067 8066 A 0.060 2,000 33333.3 3706.12 1,079,4 -(11 2519 MISSOURI BLVD 44.91 154 sServ. Lat. (11 9377 9376 A 0.060 2,000 33333.3 3706.18 1,081,4 -(11 2103 MISSOURI BLVD 44.91 154 sServ. Lat. (11 9386 9368 A 0.060 2,000 33333.3 3706.24 1,083,4 -(11 1018 LAUREL DRIVE 44.91 154 sServ. Lat. (11 9368 9367 A 0.060 2,000 33333.3 3706.30 1,085,4 -(11 1008 LAUREL DRIVE 44.91 154 Line Defect (11 2435 2454 U 0.070 2,500 35714.3 3706.37 1,087,9 -(11 86 44.92 154 Line Defect (11 9125 9124 U 0.070 2,500 35714.3 3706.44 1,090,4 -(11 50 44.92 154 Line Defect (11 9208 9209 T 0.060 2,500 41666.7 3706.50 1,092,9 -(11 28 44.92 154 Line Defect (11 9212 15029 T 0.060 2,500 41666.7 3706.56 1,095,4 -(11 213 44.92 154 Line Defect (11 9390 9387 T 0.060 2,500 41666.7 3706.62 1,097,9 -(11 59 44.92 154 sServ. Lat. (09A 7728 7727 A 0.040 2,000 50000.0 3706.66 1,099,9 -(09A 1622 INDEPENDENCE 44.92 155 sServ. Lat. (09A 7809 7769 A 0.040 file:///D|/AppendixK/ELIMRPT.TXT[12/4/2013 3:45:23 PM] 2,000 50000.0 3706.70 1,101,9 -(09A 1729 INDEPENDENCE 44.92 155 sServ. Lat. (11 7335 7333 A 0.040 2,000 50000.0 3706.74 1,103,9 -(11 905 JASON ROAD 44.92 155 sServ. Lat. (11 7382 7381 A 0.040 2,000 50000.0 3706.78 1,105,9 -(11 927 TANYA LYNN DR 44.92 155 sServ. Lat. (11 7288 7287 A 0.040 2,000 50000.0 3706.82 1,107,9 -(11 709 PRIMROSE COURT 44.92 155 sServ. Lat. (11 7349 15024 A 0.040 2,000 50000.0 3706.86 1,109,9 -(11 2201 TOWER DRIVE 44.92 155 sServ. Lat. (11 7374 7373 A 0.030 2,000 66666.7 3706.89 1,111,9 -(11 1112 MAYWOOD DRIVE 44.92 155 sServ. Lat. (11 2352 2348 A 0.030 2,000 66666.7 3706.92 1,113,9 -(11 921 BROADWAY 44.92 155 sServ. Lat. (11 2352 2348 B 0.030 2,000 66666.7 3706.95 1,115,9 -(11 921 BROADWAY 44.92 155 sServ. Lat. (11 9400 9416 B 0.030 2,000 66666.7 3706.98 1,117,9 -(11 609 OHIO STREET 44.92 155 Line Defect (11 9208 9209 S 0.030 2,500 83333.3 3707.01 1,120,4 -(11 55 44.92 156 Line Defect (11 2307 2308 S 0.030 2,500 83333.3 3707.04 1,122,9 -(11 160 44.92