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Appendix-D-1
Appendix 0 Hydrology EXSYSIN 0 T1 RANCHO PALOS VERDES SAN RAMON EX SYSTEM HYDRAULICS T2 PREPARED EG 10/7/10 FROM ASBUILTS T3 FILENAME:EXSYSIN "'0.00 128.58 84 128.58 50.00 141.50 84 .022 12.18 JX 52.00 141.54 84 .013 R 192.33 143.36 84 .013 1 JX 195.50 143.40 84 18 .013 13.1 148.90 90.00 R 226.50 143.80 84 .013 1 JX 229.67 143.84 84 18 .013 1.2 149.30 90.00 R 430.00 146.44 84 .013 JX 538.34 147.85 84 18 .013 23.9 150.60 90.00 R 540.02 147.87 84 .013 R 583.04 148.43 84 .013 1 R 583.54 148.44 84 .013 90.00 27.71 JX 593.54 148.57 84 36 .013 0.1 150.52 49.68 R 624.20 148.96 84 .013 1 R 626.86 148.97 84 .013 90.00 26.31 JX 627.98 148.98 84 18 .013 28.7 154.40 90.00 R 859.17 152.02 84 .013 1 JX 871.17 153.18 72 72 .013 148.9 152.63 55.74 R 946.88 160.50 72 .013 1 JX 950.88 160.82 48 18 .013 0.1 163.30 90.00 R 1028.25 166.37 48 .013 R 1071.20 169.46 48 .013 1 JX 1078.20 171.79 48 .013 R 1084.11 172.28 48 .013 424.00 7.55 R 1243.82 181.83 48 .013 1 JX 1248.48 182.28 48 .013 R 1278.48 185.82 48 .013 1 JX 1281.65 186.19 48 18 .013 0.1 193.73 90.00 R 1359.39 195.37 48 .013 R 1528.00 215.27 48 .013 424.00 22.79 R 1530.00 215.51 48 .013 1 JX 1537.67 216.41 48 30 .013 4.1 217.07 30.00 1540.00 219.16 48 .013 1555.73 220.81 48 .013 R 1711.28 237.14 48 .013 400.00 22 .28 R 1755.47 241.78 48 .013 R 1914.17 258.45 48 .013 1 JX 1920.33 259.83 48 .013 R 1921.49 259.95 48 .013 400.00 23.78 R 1935.33 260.67 48 .013 1 JX 1939.33 261.09 48 18 .013 0.1 262.71 90.00 JX 2017.75 269.32 48 24 .013 13.1 270.20 45.00 R 2132.51 281.37 48 .013 R 2312.45 300.27 48 .013 400.00 25.77 R 2378.72 307.22 48 .013 R 2415.00 311.04 48 .013 1 JX 2425.00 313.33 48 .013 R 2608.30 355.75 48 .013 JX 2612.30 356.68 48 18 .013 0.1 356.22 51.00 R 2679.22 372.40 48 .013 400.00 44.94 SH 2679.22 372.40 48 372 .40 CD 48 4 4.00 CD 30 4 2.50 CD 18 4 1.50 CD 24 4 2.00 CD 84 4 7.00 CD 72 4 6.00 CD 36 4 3.00 Page 1 EX~JUT 2422.JJ IWX E JX 2438.57 IWX E R 2454.61 2470.66 2486.70 XX E R 2502.74 2518.79 2534.83 XX E R 2550.87 2566.92 XX E R 2582.96 IX E R 2599.00 IWX E R 2615.05 IX E JX 2631.09 IWX E R 2647.13 IWX E R 2663.18 IWX E .R 2679.22 IX E .R 128.58 154.01 179.44 204.87 230.30 255.73 281.16 306.59 332.02 357.45 382.88 NOT E S 1.GLOSSARY I =INVERT ELEVATION C =CRITICAL DEPTH W =WATER SURFACE ELEVATION H =HEIGHT OF CHANNEL E =ENERGY GRADE LINE X =CURVES CROSSING OVER B =BRIDGE ENTRANCE OR EXIT Y =WALL ENTRANCE OR EXIT 2.STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLYD Page 22 EX: 1540 ..u XX E R 1556.19 IX E JX 1572.24 IWX E R 1588.28 IWX E R 1604.32 IWX E R 1620.37 IX E R 1636.41 1652.45 1668.50 1684.54 1700.58 1716.63 IWX E R 1732.67 1748.71 1764.76 IWX E R 1780.80 1796.84 1812.89 1828.93 1844.97 1861.02 1877.06 1893.10 1909.14 1925.19 XX E JX 1941.23 IWX E R 1957.27 IWX E R 1973.32 IWX E JX 1989.36 XX E JX 2005.40 2021.45 IX E R 2037.49 2053.53 2069.58 2085.62 2101.66 2117.71 2133.75 XX E R 2149.79 2165.84 2181.88 2197.92 2213.97 2230.01 2246.05 IXH E R 2262.10 2278.14 2294.18 2310.23 2326.27 IWX E R 2342.31 XX E R 2358.36 2374.40 2390.44 XX E R 2406.49 page 21 EX~)UT 657.1/IWX E JX 673.82 IWX E R 689.86 705.90 IWCHE R 721.95 737.99 754.03 770.08 786.12 I XH E R 802.16 818.20 834.25 850.29 866.33 IWX E JX 882.38 IWCH E R 898.42 914.46 930.51 946.55 962.59 IWX E JX 978.64 IWX E R 994.68 1010.72 1026.77 1042.81 IWX E R 1058.85 1074.90 XX E JX 1090.94 IWX E R 1106.98 IX E R 1123.03 1139.07 1155.11 IWX E R 1171.16 1187.20 1203.24 IWX E R 1219.29 1235.33 1251.37 IWX E JX 1267.42 XX E R 1283.46 IWX E JX 1299.50 IWX E R 1315.55 1331.59 1347.63 1363.67 IX E R 1379.72 1395.76 1411.80 1427.85 1443.89 1459.93 1475.98 1492.02 1508.06 1524.11 page 20 0.00 1.58 0.23491 EX~JUT .028573 0.05 1.682 0.00 2679.22 372.40 0.000 3.942 376.342 257.0 20.51 6.534 382.876 0.00 3.942 4.00 0.00 0.00 0 RANCHO PALOS VERDES SAN RAMON EX SYSTEM HYDRAULICS PREPARED EG 10/7/10 FROM ASBUILTS FILENAME:EXSYSIN 0.00 .IWX E R 16.04 .IW X E R 32.09 .IWCH E R 48.13 IWCH E R 64.17 I WX E R 80.22 IWCH E R 96.26 I WX E R 112.30 IWX E R 128.35 IWCHE R 144.39 I XH E R 160.43 I WX E R 176.48 IWX E JX 192.52 IWX E R 208.56 I WXE JX 224.61 I WXE R 240.65 I WXE JX 256.69 IWXE R 272.73 IWX E R 288.78 304.82 320.86 336.91 352.95 368.99 385.04 401.08 417.12 433.17 IWXE JX 449.21 465.25 481.30 497.34 513.38 529.43 545.47 I XHE R 561.51 I XHE R 577.56 593.60 I WXE R 609.64 I WXE JX 625.69 I WXE R 641.73 IWX E R Page 19 EX~)UT 5.57 0.23491 .048241 0.27 1.682 0.00 0 LICENSEE:HARRIS &ASSOCIATES F0515P PAGE 8 WATER SURFACE PROFILE LISTING RANCHO PALOS VERDES SAN RAMON EX SYSTEM HYDRAULICS PREPARED EG 10/7/10 FROM ASBUILTS FILENAME:EXSYSIN STATION INVERT DEPTH W.S.Q VEL VEL ENERGY SUPER CRITICAL HGT/BASE/ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL.ELEV DEPTH DIA ID NO.PIER L/ELEM SO SF AVE HF NORM DEPTH ZR ****************************************************************************************************************************** ***...,:* 2659.60 367.79 2.804 370.595 257.0 27.30 11.575 382.170 0.00 3.942 4.00 0.00 0.00 0 0.00 4.82 0.23491 .043053 0.21 1.682 0.00 2664.42 368.92 2.932 371.855 257.0 26.03 10.524 382.379 0.00 3.942 4.00 0.00 0.00 0 0.00 4.16 0.23491 .038570 0.16 1.682 0.00 2668.58 369.90 3.071 372.972 257.0 24.82 9.567 382.539 0.00 3.942 4.00 0.00 0.00 0 0.00 3.58 0.23491 .034736 0.12 1.682 0.00 2672.16 370.74 3.225 373.966 257.0 23.67 8.698 382.664 0.00 3.942 4.00 0.00 0.00 0 0.00 3.02 0.23491 .031546 0.10 1.682 0.00 2675.18 371.45 3.401 374.852 257.0 22.57 7.907 382.759 0.00 3.942 4.00 0.00 0.00 0 0.00 2.46 0.23491 .029101 0.07 1.682 0.00 2677.64 372.03 3.613 375.642 257.0 21.52 7.188 382.830 0.00 3.942 4.00 0.00 0.00 0 Page 18 EX~JUT 0.00 23.68 0.23142 .129336 3.06 1.690 0.00 2574.58 347.95 2.033 349.979 257.1 40.07 24.926 374.905 0.00 3.942 4.00 0.00 0.00 0 0.00 18.62 0.23142 .113941 2.12 1.690 0.00 2593.20 352.26 2.111 354.367 257.1 38.20 22.661 377.028 0.00 3.942 4.00 0.00 0.00 0 0.00 15.10 0.23142 .100468 1.52 1.690 0.00 2608.30 355.75 2.194 357.944 257.1 36.42 20.598 378.542 0.00 3.942 4.00 0.00 0.00 0 0.00 JUNCT STR 0.23250 .092507 0.37 0.00 2612.30 356.68 2.218 358.898 .257.0 35.92 20.034 378.932 0.00 3.942 4.00 0.00 0.00 0 0.00 8.92 0.23491 .086759 0.77 1.682 0.00 2621.22 358.77 2.284 361.059 257.0 34.65 18.643 379.702 0.00 3.942 4.00 0.00 0.00 0 0.00 10.21 0.23491 .077907 0.80 1.682 0.00 2631.43 361.17 2.376 363.549 257.0 33.04 16.949 380.498 0.00 3.942 4.00 0.00 0.00 0 0.00 8.70 0.23491 .068929 0.60 1.682 0.00 2640.13 363.22 2.473 365.690 257.0 31.50 15.407 381.097 0.00 3.942 4.00 0.00 0.00 0 0.00 7.46 0.23491 .061075 0.46 1.682 0.00 2647.59 364.97 2.576 367.546 257.0 30.03 14.007 381.553 0.00 3.942 4.00 0.00 0.00 0 0.00 6.44 0.23491 .054217 0.35 1.682 0.00 2654.03 366.48 2.686 369.169 257.0 28.64 12.732 381.901 0.00 3.942 4.00 0.00 0.00 0 0.00 page 17 EX~JUT 48.96 0.10487 .164342 8.05 2.123 0.00 2378.72 307.22 1.828 309.048 257.1 45.94 32.777 341.825 0.00 3.942 4.00 0.00 0.00 0 0.00 36.28 0.10529 .185887 6.74 2.120 0.00 2415.00 311.04 1.768 312.808 257.1 48.00 35.780 348.588 0.00 3.942 4.00 0.00 0.00 0 0.00 JUNCT STR 0.22900 .195616 1.96 0.00 2425.00 313.33 1.774 315.104 257.1 47.77 35.435 350.539 0.00 3.942 4.00 0.00 0.00 0 0.00 48.51 0.23142 .186042 9.02 1.690 0.00 2473.51 324.56 1.819 326.376 257.1 46.22 33.178 359.554 0.00 3.942 4.00 0.00 0.00 0 0.00 45.78 0.23142 .167021 7.65 1.690 0.00 0 LICENSEE:HARRIS &ASSOCIATES F0515p PAGE 7 WATER SURFACE PROFILE LISTING RANCHO PALOS VERDES SAN RAMON EX SYSTEM HYDRAULICS PREPARED EG 10/7/10 FROM ASBUILTS FILENAME:EXSYSIN STATION INVERT DEPTH W.S.Q VEL VEL ENERGY SUPER CRITICAL HGT/BASE/ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL.ELEV DEPTH DIA ID NO.PIER L/ELEM SO SF AVE HF NORM DEPTH ZR ****************************************************************************************************************************** ...,:'),:~,:** 2519.29 335.15 1.887 337.038 257.1 44.07 30.157 367.195 0.00 3.942 4.00 0.00 0.00 0 0.00 31.61 0.23142 .146921 4.64 1.690 0.00 2550.90 342.46 1.958 344.423 257.1 42.02 27.422 371.845 0.00 3.942 4.00 0.00 0.00 0 Page 16 EX~)UT RANCHO PALOS VERDES SAN RAMON EX SYSTt.I"1 HYDRAULICS PREPARED EG 10/7/10 FROM ASBUILTS FILENAME:EXSYSIN STATION INVERT DEPTH W.S.Q VEL VEL ENERGY SUPER CRITICAL HGT/BASE/ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL.ELEV DEPTH DIA ID NO.PIER L/ELEM SO SF AVE HF NORM DEPTH ZR ****************************************************************************************************************************** ****~': 1935.33 260.67 2.262 262.932 270.3 36.88 21.115 284.047 0.00 3.952 4.00 0.00 0.00 0 0.00 JUNCT STR 0.10500 .094269 0.38 0.00 1939.33 261.09 2.263 263.353 270.2 36.85 21.088 284.441 0.00 3.952 4.00 0.00 0.00 0 0.00 JUNCT STR 0.10495 .102308 8.02 0.00 2017.75 269.32 2.091 271.411 257.1 38.69 23.245 294.656 0.00 3.942 4.00 0.00 0.00 0 0.00 114.76 0.10500 .113817 13.06 2.122 0.00 2132.51 281.37 2.054 283.424 257.1 39.57 24.316 307.740 0.00 3.942 4.00 0.00 0.00 0 0.00 105.25 0.10504 .123838 13.03 2.122 0.00 2237.76 292.43 1.989 294.414 257.1 41.20 26.352 320.766 0.00 3.942 4.00 0.00 0.00 0 0.00 74.69 0.10504 .139351 10.41 2.122 0.00 2312.45 300-.27 1.917 302.187 257.1 43.21 28.992 331.179 0.00 3.942 4.00 0.00 0.00 0 0.00 17.31 0.10487 .151015 2.61 2.123 0.00 2329.76 302.08 1.896 303.981 257.1 43.81 29.798 333.779 0.00 3.942 4.00 0.00 0.00 0 0.00 Page 15 JUT 0.28 1.18026 .119047 0.03 1.126 0.00 1537.95 216.74 2.111 218.847 270.3 40.18 25.063 243.910 0.00 3.952 4.00 0.00 0.00 0 0.00 2.05 1.18026 .111143 0.23 1.126 0.00 1540.00 219.16 2.194 221.354 270.3 38.30 22.781 244.135 0.00 3.952 4.00 0.00 0.00 0 0.00 15.73 0.10490 .104155 1.64 2.190 0.00 1555.73 220.81 2.194 223.004 270.3 38.30 22.774 245.778 0.00 3.952 4.00 0.00 0.00 0 0.00 155.55 0.10498 .103337 16.07 2.188 0.00 1711.28 237.14 2.204 239.344 270.3 38.08 22.512 261.856 0.00 3.952 4.00 0.00 0.00 0 0.00 44.19 0.10500 .102162 4.51 2.188 0.00 1755.47 241.78 2.210 243.990 270.3 37.96 22.379 266.369 0.00 3.952 4.00 0.00 0.00 0 0.00 158.70 0.10504 .098791 15.68 2.188 0.00 1914.17 258.45 2.252 260.702 270.3 37.09 21.365 282.067 0.00 3.952 4.00 0.00 0.00 0 0.00 JUNCT STR 0.22403 .093347 0.58 0.00 1920.33 259.83 2.289 262.119 270.3 36.35 20.518 282.637 0.00 3.952 4.00 0.00 0.00 0 0.00 1.16 0.10345 .090886 0.11 2.198 0.00 1921.49 259.95 2.289 262.239 270.3 36.35 20.518 282.757 0.00 3.952 4.00 0.00 0.00 0 0.00 13.84 0.05202 .092616 1.28 2.768 0.00 0 LICENSEE:HARRIS &ASSOCIATES F0515p PAGE 6 WATER SURFACE PROFILE LISTING Page 14 EX~JUT 30.00 0.11800 .1171/4 3.52 2.131 0.00 1278.48 185.82 2.137 187.957 274.5 40.20 25.089 213.046 0.00 3.955 4.00 0.00 0.00 0 0.00 JUNCT STR 0.11672 .117192 0.37 0.00 1281.65 186.19 2.135 188.325 274.4 40.21 25.108 213.433 0.00 3.955 4.00 0.00 0.00 0 0.00 77.74 0.11809 .117053 9.10 2.130 0.00 1359.39 195.37 2.138 197.508 274.4 40.16 25.041 222.549 0.00 3.955 4.00 0.00 0.00 0 0.00 168.61 0.11802 .115544 19.48 2.131 0.00 0 LICENSEE:HARRIS &ASSOCIATES F0515P PAGE 5 WATER SURFACE PROFILE LISTING RANCHO PALOS VERDES SAN RAMON EX SYSTEM HYDRAULICS PREPARED EG 10/7/10 FROM ASBUILTS FILENAME:EXSYSIN STATION INVERT DEPTH W.S.Q VEL VEL ENERGY SUPER CRITICAL HGT/BASE/ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL.ELEV DEPTH DIA ID NO.PIER L/ELEM SO SF AVE HF NORM DEPTH ZR ****************************************************************************************************************************** ***"!:* 1528.00 215.27 2.152 217.422 274.4 39.81 24.615 242.037 0.00 3.955 4.00 0.00 0.00 0 0.00 2.00 0.12000 .114214 0.23 2.120 0.00 1530.00 215.51 2.153 217.663 274.4 .39.81 24.607 242.270 0.00 3.955 4.00 0.00 0.00 0 0.00 JUNCT STR 0.11734 .117091 0.90 0.00 1537.67 216.41 2.101 218.511 270.3 40.42 25.364 243.875 0.00 3.952 4.00 0.00 0.00 0 0.00 e13 EX~)UT STATION INVERT DEPTH W.S.Q VEL VEL ENERGY SUPER CRITICAL HGT/BASE/ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL.ELEV DEPTH DIA ID NO.PIER L/ELEM SO SF AVE HF NORM DEPTH ZR *******************************************************************************************************************************...,:**~,: 1028.25 166.37 2.344 168.714 274.5 35.88 19.993 188.707 0.00 3.955 4.00 0.00 0.00 0 0.00 42.95 0.07194 .089300 3.84 2.495 0.00 1071.20 169.46 2.307 171.767 274.5 36.58 20.773 192.540 0.00 3.955 4.00 0.00 0.00 0 0.00 JUNCT STR 0.33286 .086415 0.60 0.00 1078.20 171.79 2.396 174.186 274.5 34.94 18.953 193.139 0.00 3.955 4.00 0.00 0.00 0 0.00 5.91 0.08291 .081285 0.48 2.381 0.00 1084.11 172.28 2.397 174.677 274.5 34.93 18.944 193.621 0.00 3.955 4.00 0.00 0.00 0 0.00 62.58 0.05980 .086093 5.39 2.660 0.00 1146.69 176.02 2.311 178.333 274.5 36.49 20.674 199.007 0.00 3.955 4.00 0.00 0.00 0 0.00 53.29 0.05980 .096912 5.16 2.660 0.00 1199.98 179.21 2.222 181.431 274.5 38.27 22.740 204.171 0.00 3.955 4.00 0.00 0.00 0 0.00 43.84 0.05980 .109775 4.81 2.660 0.00 1243.82 181.83 2.139 183.969 274.5 40.14 25.016 208.985 0.00 3.955 4.00 0.00 0.00 0 0.00 JUNCT STR 0.09657 .116937 0.54 0.00 1248.48 182.28 2.136 184.416 274.5 40.21 25.104 209.520 0.00 3.955 4.00 0.00 0.00 0 0.00 Page 12 EX~JUT JUNCT STR 0.00893 .0156oj 0.02 0.00 627.98 148.98 3.470 152.450 423.5 22.25 7.689 160.139 0.00 5.418 7.00 0.00 0.00 0 0.00 69.23 0.01315 .018860 1.31 3.819 0.00 697.21 149.89 3.389 153.279 423.5 22 .93 8.165 161.444 0.00 5.418 7.00 0.00 0.00 0 0.00 88.82 0.01315 .020957 1.86 3.819 0.00 786.03 151.06 3.266 154.324 423.5 24.05 8.982 163.306 0.00 5.418 7.00 0.00 0.00 0 0.00 73.14 0.01315 .023829 1.74 3.819 0.00 859.17 152.02 3.149 155.169 423.5 25.22 9.880 165.049 0.00 5.418 7.00 0.00 0.00 0 0.00 JUNCT STR 0.09667 .057950 0.70 0.00 871.17 153.18 1.892 155.072 274.6 35.94 20.055 175.127 0.00 4.538 6.00 0.00 0.00 0 0.00 75.71 0.09668 .088582 6.71 1.860 0.00 946.88 160.50 1.913 162.413 274.6 35.37 19.429 181.842 0.00 4.538 6.00 0.00 0.00 0 0.00 JUNCT STR 0.08000 .084012 0.34 0.00 950.88 160.82 2.395 163.215 274.5 34.95 18.968 182.183 0.00 3.955 4.00 0.00 0.00 0 0.00 77.37 0.07173 .084240 6.52 2.497 0.00 0 LICENSEE:HARRIS &ASSOCIATES F0515p PAGE 4 WATER SURFACE PROFILE LISTING RANCHO PALOS VERDES SAN RAMON EX SYSTEM HYDRAULICS PREPARED EG 10/7/10 FROM ASBUILTS FILENAME:EXSYSIN Page 11 EX: 540.02 147.87 3.984 151.854 452.3 20.00 6.210 158.064 0.00 5.588 7.00 0.00 0.00 a 0.00 43.02 0.01302 .013105 0.56 3.991 0.00 583.04 148.43 3.982 152.412 452.3 20.01 6.216 158.628 0.00 5.588 7.00 0.00 0.00 a 0.00 0.50 0.02000 .013109 0.01 3.502 0.00 0 LICENSEE:HARRIS &ASSOCIATES F0515P PAGE 3 WATER SURFACE PROFILE LISTING RANCHO PALOS VERDES SAN RAMON EX SYSTEM HYDRAULICS PREPARED EG 10/7/10 FROM ASBUILTS FILENAME:EXSYSIN STATION INVERT DEPTH W.S.Q VEL VEL ENERGY SUPER CRITICAL HGT/BASE/ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL.ELEV DEPTH DIA ID NO.PIER L/ELEM SO SF AVE HF NORM DEPTH ZR ******************************************************************************************************************************.,:-.,:.,:*.,: 583.54 148.44 3.983 152.423 452.3 20.00 6.212 158.635 0.00 5.588 7.00 0.00 0.00 a 0.00 JUNCT STR 0.01300 .013111 0.13 0.00 593.54 148.57 3.981 152.551 452.2 20.01 6.217 158.768 0.00 5.587 7.00 0.00 0.00 a 0.00 30.66 0.01272 .013143 0.40 4.020 0.00 624.20 148.96 3.976 152.936 452.2 20.04 6.235 159.171 0.00 5.587 7.00 0.00 0.00 a 0.00 2.66 0.00376 .013216 0.04 7.000 0.00 626.86 148.97 3.967 152.937 452.2 20.09 6.270 159.207 0.00 5.587 7.00 0.00 0.00 a 0.00 Ie 10 EX:JUT **"'':'''':**"i':'''':*_***************************************************..~,***************************************************...r************...,:...,: 50.00 141.50 4.397 145.897 490.5 19.27 5.767 151.664 0.00 5.794 7.00 0.00 0.00 0 0.00 JUNCT STR 0.02000 .011349 0.02 0.00 52.00 141.54 4.405 145.945 490.5 19.23 5.741 151.686 0.00 5.794 7.00 0.00 0.00 0 0.00 140.33 0.01297 .010721 1.50 4.210 0.00 192.33 143.36 4.578 147.938 490.5 18.39 5.253 153.191 0.00 5.794 7.00 0.00 0.00 0 0.00 JUNCT STR 0.01262 .010951 0.03 0.00 195.50 143.40 4.269 147.669 477 .4 19.42 5.858 153.527 0.00 5.726 7.00 0.00 0.00 0 0.00 31.00 0.01290 .011709 0.36 4.143 0.00 226.50 143.80 4.285 148.085 477 .4 19.33 5.805 153.890 0.00 5.726 7.00 0.00 0.00 0 0.00 JUNCT STR 0.01262 .011713 0.04 0.00 229.67 143.84 4.261 148.101 476.2 19.42 5.855 153.956 0.00 5.720 7.00 0.00 0.00 0 0.00 19.35 0.01298 .011742 0.23 4.128 0.00 249.02·144.09 4.271 148.362 476.2 19.36 5.821 154.183 0.00 5.720 7.00 0.00 0.00 0 0.00 180.98 0.01298 .011033 2.00 4.128 0.00 430.00 146.44 4.448 150.888 476.2 18.46 5.291 156.179 0.00 5.720 7.00 0.00 0.00 0 0.00 JUNCT STR 0.01302 .011728 1.27 0.00 538.34 147.85 3.985 151.835 452.3 19.99 6.207 158.042 0.00 5.588 7.00 0.00 0.00 0 0.00 1.68 0.01191 .013092 0.02 4.106 0.00 Page 9 EX~JUT 32.94 137.09 3.482 140.574 490.5 25.65 10.218 150.792 0.00 5.794 7.00 0.00 0.00 0 0.00 4.10 0.25840 .064584 0.26 2.414 0.00 37.04 138.15 3.616 141.768 490.5 24.46 9.289 151.057 0.00 5.794 7.00 0.00 0.00 0 0.00 3.50 0.25840 .056920 0.20 2.414 0.00 40.54 139.06 3.756 142.811 490.5 23.32 8.444 151.255 0.00 5.794 7.00 0.00 0.00 0 0.00 2.98 0.25840 .050204 0.15 2.414 0.00 43.52 139.83 3.903 143.729 490.5 22 .23 7.677 151.406 0.00 5.794 7.00 0.00 0.00 0 0.00 2.54 0.25840 .044326 0.11 2.414 0.00 46.06 140.48 4.058 144.539 490.5 21.20 6.979 151.518 0.00 5.794 7.00 0.00 0.00 0 0.00 2.14 0.25840 .039183 0.08 2.414 0.00 48.20 141.04 4.222 145.258 490.5 20.21 6.344 151.602 0.00 5.794 7.00 0.00 0.00 0 0.00 1.80 0.25840 .034688 0.06 2.414 0.00 0 LICENSEE:HARRIS &ASSOCIATES F0515p PAGE 2 WATER SURFACE PROFILE LISTING RANCHO PALOS VERDES SAN RAMON EX SYSTEM HYDRAULICS PREPARED EG 10/7/10 FROM ASBUILTS FILENAME:EXSYSIN STATION INVERT DEPTH W.S.Q VEL VEL ENERGY SUPER CRITICAL HGT/BASE/ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL.ELEV DEPTH DIA ID NO.PIER L/ELEM SO SF AVE HF NORM DEPTH ZR page 8 EX;JUT U/S DATA STATION INVERT SECT WS ELEV 2679.22 372 .40 48 372.40 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING **WARNING NO.2 **-WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS,W.S.ELEV =INV +DC ERROR MESSAGE No.2 -WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN OTLTUS,W.S.ELEV =INV +DC D LICENSEE:HARRIS &ASSOCIATES F0515p PAGE 1 WATER SURFACE PROFILE LISTING RANCHO PALOS VERDES SAN RAMON EX SYSTEM HYDRAULICS PREPARED EG 10/7/10 FROM ASBUILTS FILENAME:EXSYSIN STATION INVERT DEPTH W.S.Q VEL VEL ENERGY SUPER CRITICAL HGT/BASE/ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL.ELEV DEPTH DIA ID NO.PIER L/ELEM SO SF AVE HF NORM DEPTH ZR ****************************************************************************************************************************** "4':*"'':'''':* 0.00 128.58 2.929 131.509 490.5 32.13 16.030 147.539 0.00 5.794 7.00 0.00 0.00 0 0.00 7.23 0.25840 .120485 0.87 2.414 0.00 7.23 130.45 3.007 133.456 490.5 31.04 14.959 148.415 0.00 5.794 7.00 0.00 0.00 0 0.00 8.30 0.25840 .107852 0.90 2.414 0.00 15.53 132.59 3.118 135.711 490.5 29.59 13.600 149.311 0.00 5.794 7.00 0.00 0.00 0 0.00 6.85 0.25840 .094789 0.65 2.414 0.00 22.38 134.36 3.234 137.596 490.5 28.22 12.364 149.960 0.00 5.794 7.00 0.00 0.00 0 0.00 5.73 0.25840 .083351 0.48 2.414 0.00 28.11 135.84 3.355 139.198 490.5 26.90 11.239 150.437 0.00 5.794 7.00 0.00 0.00 0 0.00 4.83 0.25840 .073340 0.35 2.414 0.00 Page 7 EX.)UT 1939.33 261.09 48 18 0 0.013 0.1 0.0 262.71 0.00 90.0u 0.000 F 0 5 1 5 P PAGE NO 6 WATER SURFACE PROFILE -ELEMENT CARD LISTING ELEMENT NO 42 IS A JUNCTION **,~****U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 2017.75 269.32 48 24 0 0.013 13.1 0.0 270.20 0.00 45.00 0.00 ELEMENT NO 43 IS A REACH * * *U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2132.51 281.37 48 0.013 0.00 0.00 0.00 0 ELEMENT NO 44 IS A REACH * * *U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2312.45 300.27 48 0.013 400.00 25.77 0.00 0 ELEMENT NO 45 IS A REACH -",~*U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2378.72 307.22 48 0.013 0.00 0.00 0.00 0 ELEMENT NO 46 IS A REACH .*...,:'i': U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2415.00 311.04 48 0.013 0.00 0.00 0.00 1 ELEMENT NO 47 IS A JUNCTION * * * **** U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 2425.00 313.33 48 0 0 0.013 0.0 0.0 0.00 0.00 0.00 0.00 ELEMENT NO 48 IS A REACH ...,:* *U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2608.30 355.75 48 0.013 0.00 0.00 0.00 0 ELEMENT NO 49 IS A JUNCTION *,~...,:**'it:,~ U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 2612.30 356.68 48 18 0 0.013 0.1 0.0 356.22 0.00 51.00 0.00 ELEMENT NO 50 IS A REACH ...,:**U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2679.22 372 .40 48 0.013 400.00 44.94 0.00 0 ELEMENT NO 51 IS A SYSTEM HEADWORKS ...,:* Page 6 EX:)UT 1530.00 215.51 48 0.013 0.00 O.Ou 0.00 1 ELEMENT NO 32 IS A JUNCTION ...,:* * ****U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 1537.67 216.41 48 30 0 0.013 4.1 0.0 217.07 0.00 30.00 0.00 ELEMENT NO 33 IS A REACH * * ...,: U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1540.00 219.16 48 0.013 0.00 0.00 0.00 0 ELEMENT NO 34 IS A REACH ** *U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1555.73 220.81 48 0.013 0.00 0.00 0.00 0 ELEMENT NO 35 IS A REACH * * *U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1711.28 237.14 48 0.013 400.00 22.28 0.00 0 ELEMENT NO 36 IS A REACH ,,:**U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1755.47 241.78 48 0.013 0.00 0.00 0.00 0 ELEMENT NO 37 IS A REACH ,~* *U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1914.17 258.45 48 0.013 0.00 0.00 0.00 1 ELEMENT NO 38 IS A JUNCTION **...,:...,:~**U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 1920.33 259.83 48 0 0 0.013 0.0 0.0 0.00 0.00 0.00 0.00 ELEMENT NO 39 IS A REACH **-;,': U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1921.49 259.95 48 0.013 400.00 23.78 0.00 0 ELEMENT NO 40 IS A REACH ...,:* *U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1935.33 260.67 48 0.013 0.00 0.00 0.00 1 ELEMENT NO 41 IS A JUNCTION ...,:*,~****U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 ge 5 EX:)UT ELEMENT ",v 22 IS A REACH * * *ujs DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1071.20 169.46 48 0.013 0.00 0.00 0.00 1 ELEMENT NO 23 IS A JUNCTION ...,:* *****ujs DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 1078.20 171.79 48 0 0 0.013 0.0 0.0 0.00 0.00 0.00 0.00 ELEMENT NO 24 IS A REACH ,~* *ujs DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1084.11 172 .28 48 0.013 424.00 7.55 0.00 0 ELEMENT NO 25 IS A REACH * **ujs DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1243.82 181.83 48 0.013 0.00 0.00 0.00 1 ELEMENT NO 26 IS A JUNCTION *...,:****~ ujs DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 1248.48 182.28 48 0 0 0.013 0.0 0.0 0.00 0.00 0.00 0.00 ELEMENT NO 27 IS A REACH * **ujs DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1278.48 185.82 48 0.013 0.00 0.00 0.00 1 ELEMENT NO 28 IS A JUNCTION **"!:****ujs DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 1281.65 186.19 48 18 0 0.013 0.1 0.0 193.73 0.00 90.00 0.00 ELEMENT NO 29 IS A REACH ~~*ujs DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1359.39 195.37 48 0.013 0.00 0.00 0.00 0 ELEMENT NO 30 IS A REACH ***ujs DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1528.00 215.27 48 0.013 424.00 22.79 0.00 00 F0515p PAGE NO 5 WATER SURFACE PROFILE -ELEMENT CARD LISTING ELEMENT NO 31 IS A REACH * **ujs DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H page 4 EX~JUT U/S DATA STATION INVERT SECT N RADIUS ANGLI:.ANG PT MAN H 583.54 148.44 84 0.013 90.00 27.71 0.00 0 ELEMENT NO 13 IS A JUNCTION ."** **,~*U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 593.54 148.57 84 36 0 0.013 0.1 0.0 150.52 0.00 49.68 0.00 ELEMENT NO 14 IS A REACH *~':*U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 624.20 148.96 84 0.013 0.00 0.00 0.00 1 ELEMENT NO 15 IS A REACH ~':*~': U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 626.86 148.97 84 0.013 90.00 26.31 0.00 0 ELEMENT NO 16 IS A JUNCTION ***')':*,~*U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 627.98 148.98 84 18 0 0.013 28.7 0.0 154.40 0.00 90.00 0.00 ELEMENT NO 17 IS A REACH ...**U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 859.17 152.02 84 0.013 0.00 0.00 0.00 1 ELEMENT NO 18 IS A JUNCTION **-.':***,~ U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 871.17 153.18 72 72 0 0.013 148.9 0.0 152.63 0.00 55.74 0.00 ELEMENT NO 19 IS A REACH **... U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 946.88 160.50 72 0.013 0.00 0.00 0.00 1 ELEMENT NO 20 IS A JUNCTION ...,:******U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 950.88 160.82 48 18 0 0.013 0.1 0.0 163.30 0.00 90.00 0.000 F 0 515 P PAGE NO 4 WATER SURFACE PROFILE -ELEMENT CARD LISTING ELEMENT NO 21 IS A REACH ** *U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1028.25 166.37 48 0.013 0.00 0.00 0.00 0 Page 3 EX~JUT MAN H 50.00 141.50 84 0.022 0.00 0.00 12.18 0 ELEMENT NO 3 IS A JUNCTION ~* * ****U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 52.00 141.54 84 0 0 0.013 0.0 0.0 0.00 0.00 0.00 0.00 ELEMENT NO 4 IS A REACH *")':*U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 192.33 143.36 84 0.013 0.00 0.00 0.00 1 ELEMENT NO 5 IS A JUNCTION ~*...,:****U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 195.50 143.40 84 18 0 0.013 13.1 0.0 148.90 0.00 90.00 0.00 ELEMENT NO 6 IS A REACH * * *U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 226.50 143.80 84 0.013 0.00 0.00 0.00 1 ELEMENT NO 7 IS A JUNCTION *******U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 229.67 143.84 84 18 0 0.013 1.2 0.0 149.30 0.00 90.00 0.00 ELEMENT NO 8 IS A REACH ...,:*,~ U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 430.00 146.44 84 0.013 0.00 0.00 0.00 0 ELEMENT NO 9 IS A JUNCTION * * * ****U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 538.34 147.85 84 18 0 0.013 23.9 0.0 150.60 0.00 90.00 0.000 F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE -ELEMENT CARD LISTING ELEMENT NO 10 IS A REACH *.c *U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 540.02 147.87 84 0.013 0.00 0.00 0.00 0 ELEMENT NO 11 IS A REACH ~:*,,: U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 583.04 148.43 84 0.013 0.00 0.00 0.00 1 ELEMENT NO 12 IS A REACH *** Page 2 EX~JUT D DATE:10/7/2010 TIME:10:36 F0515p WATER SURFACE PROFILE -CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(l)Y(2)yO)Y(4)Y(5)Y(6)Y(7)Y(8)Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 48 4 4.00 CD 30 4 2.50 CD 18 4 1.50 CD 24 4 2.00 CD 84 4 7.00 CD 72 4 6.00 CD 36 4 3.00 D F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE -TITLE CARD LISTING HEADING LINE NO 1 IS - RANCHO PALOS VERDES SAN RAMON EX SYSTEM HYDRAULICS HEADING LINE NO 2 IS - PREPARED EG 10/7/10 FROM ASBUILTS HEADING LINE NO 3 IS - 2 FILENAME:EXSYSIN F 0 5 1 5 P WATER SURFACE PROFILE -ELEMENT CARD LISTING D PAGE NO ELEMENT NO 1 IS A SYSTEM OUTLET ')':,~* U/S DATA STATION INVERT SECT WS ELEV 0.00 128.58 84 128.58 ELEMENT NO 2 IS A REACH ~~* U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT page 1 257.0 Q50SC Page 1 E..out File name:H:\Ranchopv\san Ramon SD\A-Hydrology\WMS\cityofLA\TREE\CLA-TREE.lac Los Angeles County Flood Control District Modified Rational Method Hydrology Run date:Thu Oct 07 10:13:11 2010 Storm Day 4 SUBAREA SUBAREA TOTAL Storm Frequency 50 TOTAL TOTAL CONY CONY CONY CONY CONTROL SOIL PCT LOCATION IMPV 1 1A 0.25 1 2A 0.00 1 3A 0.43 1 4A 0.00 1 5A 0.29 1 6A 0.00 1 7A 0.13 1 8A 0.00 1 9A 0.02 1 lOA 0.00 1 11A 0.91 1 12A 0.00 1 13A 0.91 1 14A 0.00 1 15B 0.05 1 16B 0.00 1 17B 0.20 1 18B 0.00 1 19B 0.42 1 20B 0.00 1 21B 0.42 1 22B AREA 41.7 0.0 25.8 0.0 56.2 0.0 35.1 0.0 43.3 0.0 8.5 0.0 2.8 0.0 29.6 0.0 19.6 0.0 7.9 0.0 2.6 0.0 Q 44.11 0.00 42.16 0.00 68.76 0.00 51.90 0.00 52.24 0.00 14.07 0.00 5.08 0.00 37.93 0.00 29.11 0.00 14.74 0.00 5.61 0.00 AREA 41.7 41.7 67.5 67.5 123.7 123.7 158.8 158.8 202.1 202.1 210.6 210.6 213.4 213.4 29.6 29.6 49.2 49.2 57.1 57.1 59.7 59.7 Q 44.11 44.11 85.83 85.83 154.48 154.48 205.92 205.92 256.95 256.95 270.06 270.06 274.11 274.11 37.93 37.93 67.01 67.01 81.32 81.32 86.51 86.51 VOLUME TYPE 8.216 0 8.216 0 14.170 0 14.170 0 24.897 0 24.896 2 31.73"3 0 31.731 2 39.217 0 39.216 4 41.893 0 41.892 4 42.770 0 42.770 4 5.300 0 5.300 4 8.494 0 8.494 4 10.155 0 10.155 4 10.702 0 10.702 4 Pi CONY LNGTH SLOPE o 0.00000 1980 0.16020 o 0.00000 2395 0.16657 o 0.00000 650 0.10190 o 0.00000 1362 0.12860 o 0.00000 661 0.17000 o 0.00000 488 0.10500 o 0.00000 669 0.09300 o 0.00000 137 0.17500 o 0.00000 404 0.17500 o 0.00000 288 0.10000 o 0.00000 114 0.07000 SIZE 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 3.25 0.00 3.50 0.00 2.00 0.00 2.00 0.00 2.25 0.00 2.25 Z 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 RAIN Q NAME TC o 2 28 4.93 o 2 0 4.93 o 2 12 4.81 o 2 0 4.81 o 2 19 4.66 o 2 0 4.66 o 202 14 4.56 o 202 0 4.56 o 202 20 4.50 o 202 0 4.50 o 2 11 4.50 o 2 0 4.50 o 2 9 4.48 o 2 0 4.48 o 202 18 4.52 o 202 0 4.52 o 2 12 4.50 o 2 0 4.50 o 2 8 4.50 o 2 0 4.50 o 2 6 4.50 o 2 0 4.50 0.00 1 23B 7.3 11.53 67.0 97.95 12.142 0 0 0.00000 0.00 0.00 0 2 11 4.50 0.36 1 24B 0.0 0.00 67.0 97.95 12.141 4 742 0.18000 2.00 0.00 0 2 0 4.50 0.00 1 25B 9.4 19.09 76.4 115.39 14.801 0 0 0.00000 0.00 0.00 0 2 7 4.50 0.76 1 ·26B 0.0 0.00 76.4 115.39 14.801 4 1093 0.10000 2.50 0.00 0 2 0 4.50 0.00 1 27B 24.0 37.68 100.4 151.42 19.400 0 0 0.00000 0.00 0.00 0 202 12 4.48 0.14 1 28B 0.0 0.00 100.4 151.42 19.400 4 289 0.00434 4.75 0.00 0 202 0 4.48 0.00 1 29AB 100.4 150.53 313.8 423.04 62.169 4 235 0.01300 5.75 0.00 0 202 0 4.48 0.00 1 30A 26.5 30.25 340.3"451.73 69.029 0 0 0.00000 0.00 0.00 0 2 22 4.47 0.66 1 31A 0.0 0.00 340.3 451.73 69.029 4 88 0.01300 5.75 0.00 0 2 0 4.47 0.00 1 32A 20.3 24.45 360.6 475.67 74.498 0 0 0.00000 0.00 0.00 0 2 19 4.34 0.75 1 33A 0.0 0.00 360.6 475.67 74.498 4 312 0.01300 6.00 0.00 0 2 0 4.34 0.00 1 34A 2.0 2.79 362.6 476.91 74.962 0 0 0.00000 0.00 0.00 0 17 10 3.68 0.81 1 35A 0.0 0.00 362.6 476.91 74.962 4 31 0.01300 6.00 0.00 0 17 0 3.68 0.00 1 36A 12.5 14.10 375.1 490.05 77.738 0 0 0.00000 0.00 0.00 0 2 14 3.51 0.79 1 37A 0.0 0.00 375.1 490.05 77.738 4 143 0.01300 6.00 0.00 0 2 0 3.51 0.00 Normal End of MODRAT Page 2