Geom Title=Existing Version=Version 3.0.1 Mar 2001 Viewing Rectangle= 0 , 1 , 1 , 0 Junct Name=Junction 1 Junct Desc=Junction of Fountain and Monument Creeks, 0 , 0 ,-1 Junct X Y & Text X Y=0.6022727,0.4020979,0.6756993,0.4248252 Up River,Reach=Fountain Creek ,Reach 1 Up River,Reach=Monument Creek ,Reach 1 Dn River,Reach=Fountain Creek ,Reach 2 Junc L&A=287, Junc L&A=538, Junct Name=Junction 2 Junct Desc=Junction of Fountain and Bear Creeks, 0 , 0 ,-1 Junct X Y & Text X Y=0.618007,0.1643357,0.6407343,0.1818182 Up River,Reach=Fountain Creek ,Reach 2 Up River,Reach=Bear Creek ,Reach 1 Dn River,Reach=Fountain Creek ,Reach 3 Junc L&A=775, Junc L&A=119, Junct Name=Junction 4 Junct Desc=Fountain and Cheyenne Creek Confluence, 0 , 0 ,-1 Junct X Y & Text X Y=0.6379916,0.1016703,0.6379916,0.1016703 Up River,Reach=Fountain Creek ,Reach 3 Up River,Reach=Cheyenne Creek ,Reach 1 Dn River,Reach=Fountain Creek ,Reach 4 Junc L&A=176,0 Junc L&A=167,0 River Reach=Bear Creek ,Reach 1 Reach XY= 2 .4459834 .1191136 .618007 .1643357 Rch Text X Y=0.4695291,0.0844875 Reverse River Text= 0 Type RM Length L Ch R = 1 ,21079 ,50,50,50 BEGIN DESCRIPTION: Bear Creek Station 21079 - Cross-section F END DESCRIPTION: Node Last Edited Time=10/24/02 8:49:23 AM #Sta/Elev= 12 123 5974.6 135 5974.5 140 5973.9 150 5973.8 155 5974.32 177 5965.7 200 5965.7 204 5963.5 209 5963.01 213.09 5965.7 218 5969.6 237 5975.1 #Mann= 3 , 0 , 0 123 .055 0 200 .03 0 213.09 .055 0 #XS Ineff= 2 , 0 0 155.02 5974.53 0 Permanent Ineff= F F Bank Sta=200,213.09 XS Rating Curve= 0 Exp/Cntr=.3,.1 Type RM Length L Ch R = 1 ,21029 ,213,213,213 BEGIN DESCRIPTION: Bear Creek Station 21029 - Cross-section F1 END DESCRIPTION: Node Last Edited Time=8/20/02 9:14:49 AM #Sta/Elev= 7 0 5973 25 5972 38 5966 55 5965 58 5961.01 68 5965 102 5974 #Mann= 3 , 0 , 0 0 .045 0 55 .03 0 68 .045 0 Bank Sta=55,68 XS Rating Curve= 0 Exp/Cntr=.3,.1 Type RM Length L Ch R = 1 ,20816 ,29,29,29 BEGIN DESCRIPTION: Bear Creek Station 20816 - Cross-section E END DESCRIPTION: Node Last Edited Time=8/20/02 9:14:16 AM #Sta/Elev= 14 293 5971.3 306 5972.3 314 5972.4 317 5972.5 319.87 5972.59 322 5967 332 5966.6 340 5965.9 351 5962.4 357 5961.7 359 5958.7 367 5958.61 370 5961.4 397 5970.2 #Mann= 3 , 0 , 0 293 .045 0 357 .03 0 370 .045 0 #XS Ineff= 2 , 0 319.66 5972.59 Permanent Ineff= F F Bank Sta=357,370 XS Rating Curve= 0 Exp/Cntr=.3,.1 Type RM Length L Ch R = 1 ,20787 ,47,47,47 BEGIN DESCRIPTION: Bear Creek Station 20787 - Cross-section D END DESCRIPTION: Node Last Edited Time=8/20/02 9:13:52 AM #Sta/Elev= 13 144 5971.7 147 5964.7 150 5964.7 160 5964.6 164 5966.6 166 5966.5 171.2 5962.73 177 5958.8 179 5958.01 185 5958.2 201.21 5962.78 213 5966.1 228 5969.5 #Mann= 3 , 0 , 0 144 .045 0 171.2 .03 0 201.21 .045 0 #XS Ineff= 2 , 0 163.61 5966.58 Permanent Ineff= F F Bank Sta=171.2,201.21 XS Rating Curve= 0 Exp/Cntr=.3,.1 Type RM Length L Ch R = 1 ,20739 ,117,117,117 BEGIN DESCRIPTION: Bear Creek Station 20739 - Cross-section D1 END DESCRIPTION: Node Last Edited Time=8/20/02 9:13:28 AM #Sta/Elev= 13 0 5973.3 100 5973.2 101 5962.3 111 5961.2 125 5961.2 138.62 5956.13 148 5952.7 170 5951.21 189 5953.4 200.34 5956.13 220 5961.2 248 5969 300 5967.7 #Mann= 3 , 0 , 0 0 .045 0 138.62 .03 0 200.34 .045 0 #XS Ineff= 2 , 0 247.89 5968.98 Permanent Ineff= F F Bank Sta=138.62,200.34 XS Rating Curve= 0 Exp/Cntr=.3,.1 Type RM Length L Ch R = 1 ,20623 ,38,38,38 BEGIN DESCRIPTION: Bear Creek Station 20623 - Cross-section C END DESCRIPTION: Node Last Edited Time=8/20/02 9:12:58 AM #Sta/Elev= 13 0 5972.1 100 5972 101 5961.1 111 5960 125 5960 138.62 5954.93 148 5951.5 170 5950.01 189 5952.2 200.34 5954.93 220 5960 248 5967.8 300 5966.5 #Mann= 3 , 0 , 0 0 .045 0 138.62 .03 0 200.34 .045 0 #XS Ineff= 2 , 0 247.89 5967.78 Permanent Ineff= F F Bank Sta=138.62,200.34 XS Rating Curve= 0 Exp/Cntr=.3,.1 Type RM Length L Ch R = 1 ,20585 ,30,30,30 BEGIN DESCRIPTION: Bear Creek Station 20585 - Cross-section B END DESCRIPTION: Node Last Edited Time=8/20/02 9:12:33 AM #Sta/Elev= 11 0 5972.2 120 5972 122 5958.5 132 5958.5 153.79 5953.03 165 5950.5 185 5948.75 200 5950.5 212.98 5953.03 231 5956.5 268 5966 #Mann= 3 , 0 , 0 0 .045 0 153.79 .03 0 212.98 .045 0 Bank Sta=153.79,212.98 XS Rating Curve= 0 Exp/Cntr=.3,.1 Type RM Length L Ch R = 1 ,20555 ,55,55,55 BEGIN DESCRIPTION: Bear Creek Station 20555 - Cross-section B2 END DESCRIPTION: Node Last Edited Time=8/20/02 9:12:05 AM #Sta/Elev= 11 0 5968.2 120 5968 122 5954.5 132 5954.5 153.79 5949.03 165 5946.5 185 5945.5 200 5946.5 212.98 5949.03 231 5952.5 268 5962 #Mann= 3 , 0 , 0 0 .045 0 153.79 .03 0 212.98 .045 0 Bank Sta=153.79,212.98 XS Rating Curve= 0 Exp/Cntr=.3,.1 Type RM Length L Ch R = 1 ,20500 ,64,64,64 BEGIN DESCRIPTION: Bear Creek Station 20500 - Cross-section B1 END DESCRIPTION: Node Last Edited Time=8/20/02 9:11:29 AM #Sta/Elev= 12 0 5974.2 91 5974 95 5954.8 105 5952.5 115 5952 123.95 5948.18 131 5945.2 150 5943.51 167 5946.5 171.16 5948.18 185 5953 229 5967.8 #Mann= 3 , 0 , 0 0 .045 0 123.95 .03 0 171.16 .045 0 Bank Sta=123.95,171.16 XS Rating Curve= 0 Exp/Cntr=.5,.3 Type RM Length L Ch R = 1 ,20436 ,25,25,25 BEGIN DESCRIPTION: Bear Creek Station 20436 - Cross-section A END DESCRIPTION: XS GIS Cut Line=2 .4778393 .1440443 .5005892 .0976262 Node Last Edited Time=8/20/02 9:10:59 AM #Sta/Elev= 12 0 5971.2 91 5971 95 5951.8 105 5949.5 115 5949 123.95 5945.18 131 5942.2 150 5940.51 167 5943.5 171.16 5945.18 185 5950 229 5964.8 #Mann= 3 , 0 , 0 0 .045 0 123.95 .03 0 171.16 .045 0 Bank Sta=123.95,171.16 XS Rating Curve= 0 Exp/Cntr=.5,.3 Type RM Length L Ch R = 1 ,20411 ,150,150,150 BEGIN DESCRIPTION: Bear Creek Station 20411 - Cross-section A3 END DESCRIPTION: Node Last Edited Time=8/20/02 9:10:36 AM #Sta/Elev= 12 0 5968.2 91 5968 95 5948.8 105 5946.5 115 5946 123.95 5942.18 131 5939.2 150 5937 167 5940.5 171.16 5942.18 185 5947 229 5961.8 #Mann= 3 , 0 , 0 0 .045 0 123.95 .03 0 171.16 .045 0 Bank Sta=123.95,171.16 XS Rating Curve= 0 Exp/Cntr=.5,.3 Type RM Length L Ch R = 6 ,20390 ,,, BEGIN DESCRIPTION: Bear Creek Wier END DESCRIPTION: Node Last Edited Time=1/17/02 1:28:30 PM Lateral Weir Pos= 3 Lateral Weir End=Fountain Creek ,Reach 3 ,155590 , Lateral Weir Distance=120 Lateral Weir WD=30 Lateral Weir Coef=3 Lateral Weir Is Ogee= 0 Lateral Weir WSCriteria=-1 Lateral Weir SE= 4 0 5950 25 5946.1 55 5946.1 70 5949 Type RM Length L Ch R = 1 ,20261 ,142,142,142 BEGIN DESCRIPTION: Bear Creek Station 20261 - Cross-section A2 END DESCRIPTION: XS GIS Cut Line=2 .5145691 .2195868 .5567867 .0526316 Node Last Edited Time=8/20/02 9:10:09 AM #Sta/Elev= 20 0 5951 180 5946.2 216 5945.4 238 5944 268 5944 416 5941 432 5939.5 460 5940.6 484 5939.3 484.54 5938.01 485 5935 488.58 5934.23 505.26 5933.64 522 5933.61 531 5938 535 5942.2 560 5945.7 580 5946.4 630 5946.5 725 5948 #Mann= 3 , 0 , 0 0 .045 0 484.54 .03 0 531 .045 0 #XS Ineff= 2 , 0 485.37 5949.98 544.29 5949.45 Permanent Ineff= F F Bank Sta=484.54,531 XS Rating Curve= 0 Exp/Cntr=.5,.3 Type RM Length L Ch R = 2 ,20190 ,,, BEGIN DESCRIPTION: Bear Creek Box Culvert under I-25 END DESCRIPTION: Node Last Edited Time=9/16/02 2:11:01 PM Bridge Culvert--1,0,-1,-1, 0 Deck Dist Width WeirC Skew NumUp NumDn MinLoCord MaxHiCord MaxSubmerge Is_Ogee 10,118,2.6,0, 3, 4, , , .95, 0, 0,0,, 0 463 725 5951 5950 5948 0 426 703 1086 5950 5947 5945 5944 Multiple Barrel Culv=2,10,14,118,.013,.2,1,8,1,5933.5,5930, 2,Culvert #1 , 0 ,10 504 476 519 491 Culvert Bottom n=.013 BC Design=,, 0 ,, 0 ,,,,,, Type RM Length L Ch R = 1 ,20119 ,0,0,0 BEGIN DESCRIPTION: Bear Creek Station 20119 - Cross-section A1 END DESCRIPTION: Node Last Edited Time=8/20/02 9:09:40 AM #Sta/Elev= 20 0 5950 185 5943.6 236 5941.4 245 5937.7 261 5941.4 331 5940.2 425 5942 447 5939.6 453.29 5938.56 463.41 5934.07 467.13 5931.77 475.47 5929.88 497 5929.91 524.11 5933.71 532 5934.5 582.72 5935.84 674 5935.4 703 5936 961 5943 1086 5944 #Mann= 3 , 0 , 0 0 .045 0 463.41 .03 0 524.11 .045 0 #XS Ineff= 2 , 0 423.04 5942.03 529.1 5942.03 Permanent Ineff= F F Bank Sta=463.41,524.11 XS Rating Curve= 0 Exp/Cntr=.5,.3 River Reach=Monument Creek ,Reach 1 Reach XY= 2 .7520776 1.001385 .6022727 .4020979 Rch Text X Y=0.7216066,0.6565097 Reverse River Text=-1 Type RM Length L Ch R = 1 ,34088 ,285,305,315 BEGIN DESCRIPTION: Monument Creek Station 34088 - Cross-section K END DESCRIPTION: XS GIS Cut Line=2 .8963878 .8250951 .8781136 .8511266 Node Last Edited Time=10/24/02 8:01:37 AM #Sta/Elev= 14 250 5991 305 5990 370 5973.8 390 5973.4 400.25 5971.97 408.85 5971.02 435 5967.5 450 5967.01 490 5967.1 498.4 5971.02 500 5971.5 510 5972.5 521 5973.1 522 5985 #Mann= 3 , 0 , 0 250 .055 0 408.85 .03 0 498.4 .05 0 Bank Sta=408.85,498.4 XS Rating Curve= 0 Exp/Cntr=.3,.1 Type RM Length L Ch R = 1 ,33783 ,120,120,120 BEGIN DESCRIPTION: Monument Creek Station 33783 - Cross-section J END DESCRIPTION: Node Last Edited Time=9/25/02 10:52:17 AM #Sta/Elev= 11 260 5990.9 300 5988.8 350 5988 370 5987 405 5973.5 460 5970 518 5965.8 531 5965.01 556 5965.3 557 5995 560 6001 #Mann= 3 , 0 , 0 260 .045 0 460 .03 0 556 .02 0 #XS Ineff= 2 , 0 0 260 6012.5 560 0 6000.8 Permanent Ineff= F F Bank Sta=460,556 XS Rating Curve= 0 Exp/Cntr=.5,.3 Type RM Length L Ch R = 3 ,33773 ,,, BEGIN DESCRIPTION: Bijou Street Bridge over Monument Creek END DESCRIPTION: Node Last Edited Time=1/4/02 2:01:48 PM Bridge Culvert--1,0,-1,-1, 0 Deck Dist Width WeirC Skew NumUp NumDn MinLoCord MaxHiCord MaxSubmerge Is_Ogee 10,75,2.6,0, 4, 4, , , .95, 0, 0,0,, 72 370 465 560 6013 6012.44 6006.83 6000.76 6006.5 6005.94 6000.33 5994.26 285 580 675 770 6013 6012.16 6007.09 6000.38 6006.5 6005.66 6000.59 5993.88 Pier Skew, UpSta & Num, DnSta & Num= ,370, 2 ,580, 2 , 0 , 0 , 0 ,, 9 9 5960 6005.94 9 9 5960 6005.66 Pier Skew, UpSta & Num, DnSta & Num= ,465, 2 ,675, 2 , 0 , 0 , 0 ,, 6 6 5960 6000.33 6 6 5960 6000.59 BR Coef=-1 , 0 , 0 ,, 0 ,,,.8,-1,,0, WSPro=,,,, 1 ,,,, 0 ,,,, 0 ,,,,-1 ,-1 ,-1 , 0 , 0 , 0 , 0 , 0 BC Design=,, 0 ,, 0 ,,,,,, Type RM Length L Ch R = 1 ,33663 ,465,457,450 BEGIN DESCRIPTION: Monument Creek Station 33663 - Cross-section I END DESCRIPTION: Node Last Edited Time=9/25/02 10:52:35 AM #Sta/Elev= 13 465 5990 562 5987 580 5980 600 5973 665 5970.6 680 5968 690 5968 705 5964 750 5963.51 769 5964.5 769.31 5967.61 769.5 5993.88 770 6000.38 #Mann= 3 , 0 , 0 465 .045 0 690 .03 0 769.31 .02 0 #XS Ineff= 2 , 0 0 450 6005.5 770 0 5993.4 Permanent Ineff= F F Bank Sta=690,769.31 XS Rating Curve= 0 Exp/Cntr=.5,.3 Type RM Length L Ch R = 1 ,33206 ,440,428,420 BEGIN DESCRIPTION: Monument Creek Station 33206 - Cross-section H END DESCRIPTION: Node Last Edited Time=8/20/02 7:58:53 AM #Sta/Elev= 10 600 5985 720 5982.5 740 5970 741 5963 769 5961.01 830 5962 850 5965.2 900 5966 925 5979.5 945 5982 #Mann= 3 , 0 , 0 600 .045 0 741 .03 0 850 .045 0 Bank Sta=741,850 XS Rating Curve= 0 Exp/Cntr=.3,.1 Type RM Length L Ch R = 1 ,32778 ,700,778,760 BEGIN DESCRIPTION: Monument Creek Station 32778 - Cross-section G END DESCRIPTION: Node Last Edited Time=9/18/02 11:16:24 AM #Sta/Elev= 13 850 5981 1029 5977.7 1049 5965 1050 5961.5 1060 5959.5 1080 5958 1115 5957.01 1160 5959.2 1170 5962.8 1200 5963.9 1220 5975 1250 5986.2 1270 5991 #Mann= 3 , 0 , 0 850 .045 0 1050 .03 0 1170 .045 0 Bank Sta=1050,1170 XS Rating Curve= 0 Exp/Cntr=.3,.1 Type RM Length L Ch R = 1 ,32000 ,151,151,151 BEGIN DESCRIPTION: Monument Creek Station 32000 - Cross-section F END DESCRIPTION: Node Last Edited Time=8/20/02 7:56:17 AM #Sta/Elev= 16 1108 5989.5 1130 5988.11 1135 5973.1 1155 5964 1156 5959 1210 5953.5 1230 5953.2 1271 5950.2 1300 5950.01 1320 5950.2 1339.04 5953.38 1350.25 5954.93 1358 5956 1400 5959 1420 5964 1450 5978 #Mann= 3 , 0 , 0 1108 .045 0 1230 .03 0 1339.04 .045 0 #XS Ineff= 2 , 0 0 1110 5989 1460 0 5980.3 Permanent Ineff= F F Bank Sta=1230,1339.04 XS Rating Curve= 0 Exp/Cntr=.5,.3 Type RM Length L Ch R = 3 ,31995 ,,, BEGIN DESCRIPTION: Colorado Avenue Bridge over Monument Creek END DESCRIPTION: Node Last Edited Time=9/5/02 7:37:16 AM Bridge Culvert--1,0,-1,-1, 0 Deck Dist Width WeirC Skew NumUp NumDn MinLoCord MaxHiCord MaxSubmerge Is_Ogee 5,50,2.6,0, 4, 4, , , .95, 0, 2,1,, 1130 1240 1350 1460 5988.11 5985.28 5982.45 5980.07 5981.72 5978.89 5976.06 5973.68 1035 1145 1255 1365 5985.5 5983.9 5981.11 5978.7 5979.44 5977.12 5974.33 5971.92 Pier Skew, UpSta & Num, DnSta & Num= ,1240, 2 ,1145, 2 , 0 , 0 , 0 ,, 5 5 5950 5978.89 5 5 5950 5977.12 Pier Skew, UpSta & Num, DnSta & Num= ,1350, 2 ,1255, 2 , 0 , 0 , 0 ,, 5 5 5950 5976.06 5 5 5950 5974.33 BR Coef=-1 , 0 , 0 ,, 0 ,,,.8,-1,,0, WSPro=,,,, 1 ,,,, 0 ,,,, 0 ,,,,-1 ,-1 ,-1 , 0 , 0 , 0 , 0 , 0 BC Design=,, 0 ,, 0 ,,,,,, Type RM Length L Ch R = 1 ,31849 ,350,350,350 BEGIN DESCRIPTION: Monument Creek Station 31849 - Cross-section E END DESCRIPTION: Node Last Edited Time=8/20/02 7:55:08 AM #Sta/Elev= 14 1040 5985.9 1045 5975 1070 5966.5 1071 5959.2 1135 5956.5 1159 5953 1210 5949.8 1230 5949.01 1260 5950 1267.12 5952.61 1285 5957 1335 5960 1360 5968 1365 5978 #Mann= 3 , 0 , 0 1040 .045 0 1159 .03 0 1267.12 .045 0 #XS Ineff= 2 , 0 0 1025 5978.9 1375 0 5971.8 Permanent Ineff= F F Bank Sta=1159,1267.12 XS Rating Curve= 0 Exp/Cntr=.5,.3 Type RM Length L Ch R = 1 ,31499 ,335,346,350 BEGIN DESCRIPTION: Monument Creek Station 31499 - Cross-section D END DESCRIPTION: Node Last Edited Time=9/24/02 9:31:40 AM #Sta/Elev= 13 800 5973.1 1045 5970.5 1070 5956.8 1100 5955 1112 5954.8 1115.35 5953.87 1135 5948.6 1150 5948.01 1180 5948.5 1197 5953.9 1240 5955.2 1250 5957.5 1277 5971 #Mann= 3 , 0 , 0 800 .045 0 1115.35 .03 0 1197 .045 0 Bank Sta=1115.35,1197 XS Rating Curve= 0 Exp/Cntr=.3,.1 Type RM Length L Ch R = 1 ,31153 ,31,31,31 BEGIN DESCRIPTION: Monument Creek Station 31153 - Cross-section C END DESCRIPTION: Node Last Edited Time=9/24/02 9:32:34 AM #Sta/Elev= 12 1050 5970 1200 5968.9 1269 5970.8 1298 5956 1326 5954 1337.27 5951.97 1360 5947.8 1372 5947.01 1405 5947.2 1420 5952 1442 5952.2 1480 5970 #Mann= 3 , 0 , 0 1050 .045 0 1337.27 .03 0 1420 .045 0 #XS Ineff= 2 , 0 0 1268.99 5971 0 Permanent Ineff= F F Bank Sta=1337.27,1420 XS Rating Curve= 0 Exp/Cntr=.3,.1 Type RM Length L Ch R = 1 ,31122 ,550,538,538 BEGIN DESCRIPTION: Monument Creek Station 31122 - Cross-section B END DESCRIPTION: Node Last Edited Time=9/24/02 9:32:40 AM #Sta/Elev= 11 950 5970 1150 5968.5 1255 5969.5 1305 5956 1350 5951.5 1370 5946.9 1378 5946.01 1400 5946.5 1415 5951.8 1440 5952 1475 5969 #Mann= 3 , 0 , 0 950 .045 0 1350 .03 0 1415 .045 0 #XS Ineff= 2 , 0 1255.14 5969.56 Permanent Ineff= F F #Block Obstruct= 4 ,-1 1288.4 1291.6 5966.92 1338.4 1341.6 5966.88 1388.4 1391.6 5966.84 1438.4 1441.6 5966.8 Bank Sta=1350,1415 XS Rating Curve= 0 Exp/Cntr=.3,.1 Type RM Length L Ch R = 1 ,30584 ,0,0,0 BEGIN DESCRIPTION: Monument Creek Station 30584 - Cross-section A END DESCRIPTION: XS GIS Cut Line=2 .5368082 .606948 .4838403 .6026616 Node Last Edited Time=9/18/02 11:15:48 AM #Sta/Elev= 13 950 5966.2 1100 5965.2 1155 5963.2 1170 5952.5 1190 5950.4 1205 5946 1230 5945.01 1242 5945.5 1255 5950.1 1290 5950 1321 5958 1330 5958 1387 5984 #Mann= 3 , 0 , 0 950 .045 0 1190 .03 0 1255 .045 0 Bank Sta=1190,1255 XS Rating Curve= 0 Exp/Cntr=.3,.1 River Reach=Fountain Creek ,Reach 1 Reach XY= 2 .3213296 .4972299 .6022727 .4020979 Rch Text X Y=0.2515432,0.4351852 Reverse River Text= 0 Type RM Length L Ch R = 1 ,261444 ,147,147,147 BEGIN DESCRIPTION: Fountain Creek Station 261444 - Cross-section EI END DESCRIPTION: Node Last Edited Time=10/24/02 7:51:44 AM #Sta/Elev= 24 0 5974 130 5972.5 160 5971 208 5970 290 5970 425 5968 475 5967 487.35 5963.94 492.41 5960.25 495.78 5958.56 502.53 5957.18 515 5954 535 5954 539.63 5957.29 542 5958 560 5959 575 5959 595.28 5967.01 655 5967 665 5969 685 5970 785 5970 835 5975 920 5976 #Mann= 3 , 0 , 0 0 .04 0 495.78 .03 0 542 .05 0 #XS Ineff= 2 , 0 0 425.16 5969.52 635.71 0 5969.03 Permanent Ineff= F F Bank Sta=495.78,542 XS Rating Curve= 0 Exp/Cntr=.5,.3 Type RM Length L Ch R = 3 ,261370 ,,, BEGIN DESCRIPTION: SH 24 Bridge over Fountain Creek END DESCRIPTION: Node Last Edited Time=10/24/02 7:52:05 AM Bridge Culvert--1,0,-1,-1, 0 Deck Dist Width WeirC Skew NumUp NumDn MinLoCord MaxHiCord MaxSubmerge Is_Ogee 26,48,2.6,0, 25, 25, , , .95, 0, 2,2,, -.45 0 145 255 330 410 475 475.01 600 600.01 670 775 855 945 970 1020 1055 1115 1160 1210 1240 1275 1350 1410 1510 5975 5974 5973 5972 5971 5970 5969.9 5969.9 5968.9 5968.9 5968 5967 5966 5965 5964 5963 5962 5961.6 5962 5963 5964 5965 5966 5966 5965 0 0 0 0 0 0 0 5965.52 5965.6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 90 135 280 390 465 545 609.99 610 734.99 735 805 910 990 1080 1105 1155 1190 1250 1295 1345 1375 1410 1485 1545 1645 5975 5974 5973 5972 5971 5970 5969.9 5969.9 5968.9 5968.9 5968 5967 5966 5965 5964 5963 5962 5961.6 5962 5963 5964 5965 5966 5966 5965 0 0 0 0 0 0 0 5965.12 5964.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pier Skew, UpSta & Num, DnSta & Num= ,517, 2 ,645, 2 , 0 , 0 , 0 ,, 2.33 2.33 5965.5 5965.5 2.33 2.33 5960 5964.75 Pier Skew, UpSta & Num, DnSta & Num= ,553, 2 ,691, 2 , 0 , 0 , 0 ,, 2.33 2.33 5965.5 5965.5 2.33 2.33 5964.25 5964.25 BR Coef=-1 , 0 , 0 ,1.05, 0 ,,,.8,-1,1.2,0, WSPro=,,,, 1 ,,,, 0 ,,,, 0 ,,,,-1 ,-1 ,-1 , 0 , 0 , 0 , 0 , 0 BR U #Sta/Elev= 20 0 5974 130 5972.5 160 5971 208 5970 290 5970 425 5968 475 5967 495.78 5958.56 515 5953.8 535 5953.8 542 5958 560 5959 575 5959 595 5967 655 5967 665 5969 685 5970 785 5970 835 5975 920 5976 BR U #Mann= 3 0 .045 475 .03 595 .045 BR U Banks=495.78, BR D #Sta/Elev= 24 0 5973 90 5972 165 5967 235 5965 365 5964 515 5962 610 5961 645 5958.4 650 5958.4 660 5953.3 672 5951 696 5956.8 705 5957 820 5956 860 5955 1105 5953 1130 5960.8 1192.92 5962.24 1230 5962 1250 5958 1325 5956.8 1445 5960 1590 5963.1 1630 5966.2 BR D #Mann= 3 0 .045 610 .03 672 .045 BR D Banks=650, BC Design=5968.46,5965.12, 1 ,120, 0 ,2,2,517,623,36,2.33 Type RM Length L Ch R = 1 ,261297 ,182,174,169 BEGIN DESCRIPTION: Fountain Creek Station 261297 - Cross-section EH END DESCRIPTION: Node Last Edited Time=9/24/02 10:01:06 AM #Sta/Elev= 27 0 5973 50 5973.2 80 5973.25 100 5972.6 150 5970.4 200 5966.7 240 5965.9 250 5965.5 300 5964.79 350 5964.5 400 5963.7 450 5963.4 500 5963 550 5961.9 600 5961.7 627 5961.4 650 5958.4 666 5952.5 687 5951.5 696 5956.8 719 5957.2 736 5956.9 750 5960.2 773 5966.9 800 5967.6 818 5967.8 823 5967.99 #Mann= 3 , 0 , 0 0 .045 0 650 .03 0 696 .045 0 #XS Ineff= 2 , 0 0 600 5965.4 760 0 5964.93 Permanent Ineff= F F Bank Sta=650,696 XS Rating Curve= 0 Exp/Cntr=.5,.3 Type RM Length L Ch R = 1 ,261129 ,163,160,157 BEGIN DESCRIPTION: Fountain Creek Station 261129 Cross Section EG2 END DESCRIPTION: Node Last Edited Time=9/23/02 1:41:23 PM #Sta/Elev= 27 1168 5961.8 1188 5960.4 1203 5960.9 1232 5961.9 1268 5962.6 1301 5962.1 1382 5960.8 1432 5960.6 1458 5960.2 1481 5958.5 1485.83 5955.85 1488 5954.5 1493 5951.1 1507 5951.1 1520 5955.8 1530 5956.5 1538 5956.3 1552 5955.6 1596 5955.9 1610 5954.6 1628 5955.7 1637 5959.6 1650 5964.3 1659 5965.2 1688 5965.9 1702 5966.6 1709 5966.4 #Mann= 3 , 0 , 0 1168 .045 0 1485.83 .03 0 1520 .045 0 #XS Ineff= 2 , 0 0 1702.04 0 5966.6 Permanent Ineff= F F Bank Sta=1485.83,1520 XS Rating Curve= 0 Exp/Cntr=.3,.1 Type RM Length L Ch R = 1 ,260984 ,174,177,186 BEGIN DESCRIPTION: Fountain Creek Station 260984 Cross Section EG1 END DESCRIPTION: Node Last Edited Time=9/23/02 1:41:06 PM #Sta/Elev= 33 1069 5961.6 1078 5960.9 1079 5960.5 1099 5960.5 1118 5959.6 1120 5960.1 1131 5960.5 1181 5960.5 1231 5960.4 1281 5960 1331 5959.8 1381 5959.7 1431 5959.1 1452 5958.8 1481 5957.2 1495 5957.1 1514.53 5954.14 1521 5953.2 1531 5950.5 1542 5949.8 1559 5949.8 1566 5954.1 1580 5954.8 1597 5953.7 1615 5954.5 1630 5960.3 1637 5962.6 1642 5963.2 1680 5963.9 1690 5964.3 1699 5963.7 1730 5964.1 1738 5964.3 #Mann= 3 , 0 , 0 1069 .045 0 1514.53 .03 0 1566 .045 0 #XS Ineff= 2 , 0 0 1690 0 5964.3 Permanent Ineff= F F Bank Sta=1514.53,1566 XS Rating Curve= 0 Exp/Cntr=.3,.1 Type RM Length L Ch R = 1 ,260814 ,215,215,215 BEGIN DESCRIPTION: Fountain Creek Station 260814 - Cross-section EG END DESCRIPTION: Node Last Edited Time=9/23/02 1:32:31 PM #Sta/Elev= 19 240 5974 245 5968.5 829 5966.5 870 5966.3 896 5965.5 900 5963.5 1400 5957 1550 5956.8 1581 5956.9 1597 5953.9 1616 5953 1631 5947.9 1660 5947.71 1674.54 5953.03 1680 5959.3 1690 5960.6 1739 5961.3 1840 5961.5 2115 5965.6 #Mann= 3 , 0 , 0 240 .045 0 1616 .03 0 1674.54 .045 0 #XS Ineff= 2 , 0 0 1739 0 5961.3 Permanent Ineff= F F Bank Sta=1616,1674.54 XS Rating Curve= 0 Exp/Cntr=.3,.1 Type RM Length L Ch R = 1 ,260599 ,249,249,249 BEGIN DESCRIPTION: Fountain Creek Station 260559 - Cross-section EF END DESCRIPTION: Node Last Edited Time=9/23/02 1:49:36 PM #Sta/Elev= 27 115 5967.5 160 5965.5 230 5965.5 330 5961 430 5960 465 5958.5 625 5957 680 5956 770 5958 815 5956 880 5956.5 935 5957 945 5955 971.33 5950.55 985 5949 990 5946.75 1000 5946.75 1020 5946.75 1025 5950.5 1035 5955 1041.85 5957.11 1050 5959 1100 5960.5 1165 5959 1180 5956 1355 5955 1410 5969 #Mann= 3 , 0 , 0 115 .045 0 971.33 .03 0 1025 .045 0 #XS Ineff= 2 , 0 0 880 5978 1161.29 0 5977.16 Permanent Ineff= F F Bank Sta=971.33,1025 XS Rating Curve= 0 Exp/Cntr=.5,.3 Type RM Length L Ch R = 3 ,260539 ,,, BEGIN DESCRIPTION: I-25 over Fountain Creek and Cimarron Avenue END DESCRIPTION: Node Last Edited Time=8/20/02 9:39:47 AM Bridge Culvert--1,0,-1,-1, 0 Deck Dist Width WeirC Skew NumUp NumDn MinLoCord MaxHiCord MaxSubmerge Is_Ogee 60,105,2.6,0, 19, 19, 5966, , .95, 0, 0,0,, 200 450 550 750 900 901 953 1007 1060 1113 1166.5 1200 1201 1300 1480 1650 1800 1900 2020 5996.5 5995 5994 5991 5987 5987 5985.64 5984 5982.35 5981.45 5979.65 5978.5 5978.5 5975 5970 5965 5961 5968.5 5957 5940 5940 5940 5940 5940 5982.64 5981.44 5979.8 5978.15 5977.25 5975.45 5974.46 5940 5940 5940 5940 5940 5940 5940 200 450 550 750 900 901 953 1007 1060 1113 1166.5 1200 1201 1300 1480 1650 1800 1900 2020 5996.5 5995 5994 5991 5987 5987 5985.64 5984 5982.35 5981.45 5979.65 5978.5 5978.5 5975 5970 5965 5961 5968.5 5957 5940 5940 5940 5940 5940 5982.64 5981.44 5979.8 5978.15 5977.25 5975.45 5974.46 5940 5940 5940 5940 5940 5940 5940 Pier Skew, UpSta & Num, DnSta & Num= ,953, 2 ,953, 2 , 0 , 0 , 0 ,, 3 3 5943.52 5982.64 3 3 5943.52 5982.64 Pier Skew, UpSta & Num, DnSta & Num= ,1007, 2 ,1007, 2 , 0 , 0 , 0 ,, 3 3 5943.52 5982.64 3 3 5943.52 5982.64 Pier Skew, UpSta & Num, DnSta & Num= ,1061, 2 ,1061, 2 , 0 , 0 , 0 ,, 3 3 5943.52 5982.64 3 3 5943.52 5982.64 Pier Skew, UpSta & Num, DnSta & Num= ,1115, 2 ,1115, 2 , 0 , 0 , 0 ,, 3 3 5943.52 5982.64 3 3 5943.52 5982.64 Pier Skew, UpSta & Num, DnSta & Num= ,1169, 2 ,1169, 2 , 0 , 0 , 0 ,, 3 3 5943.52 5982.64 3 3 5943.52 5982.64 BR Coef=-1 , 0 , 0 ,1.25, 0 ,,,.8,-1,2,0, WSPro=,,,, 1 ,,,, 0 ,,,, 0 ,,,,-1 ,-1 ,-1 , 0 , 0 , 0 , 0 , 0 BC Design=5978.5,5974.46, 1 ,90, 0 ,2,5,953,953,54,3 Type RM Length L Ch R = 1 ,260350 ,5,5,5 BEGIN DESCRIPTION: Fountain Creek Station 260350 - Cross-section EE1B END DESCRIPTION: Node Last Edited Time=9/23/02 1:51:43 PM #Sta/Elev= 26 300 5995.02 370 5992.52 400 5989.52 450 5986.02 500 5982.52 600 5977.02 700 5972.02 800 5967.52 900 5961.52 945 5959.52 960 5954.52 965 5950.02 970 5946.25 1000 5946.25 1020 5946.52 1030 5950.02 1050 5955.52 1060 5959.02 1135 5959.77 1170 5959.02 1200 5959.02 1300 5960.77 1430 5962.52 1450 5962.02 1550 5965.02 1620 5964.52 #Mann= 3 , 0 , 0 300 .045 0 965 .03 0 1030 .045 0 #XS Ineff= 2 , 0 0 895 5966 1231.18 0 5973.81 Permanent Ineff= F F Bank Sta=965,1030 XS Rating Curve= 0 Exp/Cntr=.5,.3 Type RM Length L Ch R = 1 ,260344 ,53,53,53 BEGIN DESCRIPTION: Fountain Creek Station 260344 - Cross-section EE1A END DESCRIPTION: Node Last Edited Time=9/18/02 11:14:41 AM #Sta/Elev= 26 300 5995 370 5992.5 400 5989.5 450 5986 500 5982.5 600 5977 700 5972 800 5967.5 900 5961.5 945 5959.5 960 5954.5 965 5950 970 5946 1000 5946 1020 5946.5 1030 5950 1050 5955.5 1060 5959 1135 5959.75 1170 5959 1200 5959 1300 5960.75 1430 5962.5 1450 5962 1550 5965 1620 5964.5 #Mann= 3 , 0 , 0 300 .045 0 965 .03 0 1030 .045 0 #XS Ineff= 2 , 0 939.29 5960.49 1071.5 5959.65 Permanent Ineff= F F Bank Sta=965,1030 XS Rating Curve= 0 Exp/Cntr=.5,.3 Type RM Length L Ch R = 3 ,260318 ,,, BEGIN DESCRIPTION: I-25 NB On-ramp over Fountain Creek END DESCRIPTION: Node Last Edited Time=9/10/02 11:39:45 AM Bridge Culvert--1,0,-1,-1, 0 Deck Dist Width WeirC Skew NumUp NumDn MinLoCord MaxHiCord MaxSubmerge Is_Ogee 2,46,2.6,0, 24, 24, 5959, , .95, 0, 0,0,, 130 300 400 600 700 800 900 940 944.9 945 985 1020 1060 1060.1 1135 1230 1300 1400 1550 1600 1700 1800 1900 2000 5996.5 5993.5 5989 5980 5974 5968 5962.5 5960.5 5960.5 5960.5 5960 5959.5 5959.5 5959.5 5960 5959 5959.5 5962 5964.75 5965 5962 5959.5 5958 5956.5 5940 5940 5940 5940 5940 5940 5940 5940 5940 5956.33 5955.77 5954.92 5955.02 5940 5940 5940 5940 5940 5940 5940 5940 5940 5940 5940 130 300 400 600 700 800 900 940 944.9 945 985 1020 1060 1060.1 1135 1230 1300 1400 1550 1600 1700 1800 1900 2000 5996.5 5993.5 5989 5980 5974 5968 5962.5 5960.5 5960.5 5960.5 5960 5959.5 5959.5 5959.5 5960 5959 5959.5 5962 5964.75 5965 5962 5959.5 5958 5956.5 5940 5940 5940 5940 5940 5940 5940 5940 5940 5956.33 5955.77 5954.92 5955.02 5940 5940 5940 5940 5940 5940 5940 5940 5940 5940 5940 Pier Skew, UpSta & Num, DnSta & Num= ,985, 2 ,987, 2 , 0 , 0 , 0 ,, 3 3 5943.5 5957 3 3 5943.5 5957 Pier Skew, UpSta & Num, DnSta & Num= ,1020, 2 ,1022, 2 , 0 , 0 , 0 ,, 3 3 5943.5 5957 3 3 5943.5 5957 BR Coef=-1 , 0 , 0 ,1.25, 0 ,,,.8,-1,2,0, WSPro=,,,, 1 ,,,, 0 ,,,, 0 ,,,,-1 ,-1 ,-1 , 0 , 0 , 0 , 0 , 0 BC Design=5960.5,5957, 1 ,70, 0 ,,2,985,987,35,3 Type RM Length L Ch R = 1 ,260293 ,5,5,5 BEGIN DESCRIPTION: Fountain Creek Station 260293 - Cross-section EE END DESCRIPTION: Node Last Edited Time=9/18/02 11:14:57 AM #Sta/Elev= 35 100 5965 200 5961 235 5960 370 5960 470 5958 550 5957 620 5957.5 650 5958.5 700 5958.5 800 5960 900 5959.5 910 5960 950 5956.25 965 5954 970 5950 970 5946 1000 5946 1030 5946.5 1040 5950 1055 5955 1056 5959 1117.72 5960.57 1175 5960 1205 5958.5 1285 5953 1350 5953.5 1415 5953 1450 5951.5 1500 5953 1580 5952.5 1700 5958 1765 5957.5 1830 5951 1860 5958 1940 5958 #Mann= 3 , 0 , 0 100 .045 0 970 .03 0 1040 .045 0 #XS Ineff= 2 , 0 911.29 5959.77 1119.34 5960.62 Permanent Ineff= F F Bank Sta=970,1040 XS Rating Curve= 0 Exp/Cntr=.5,.3 Type RM Length L Ch R = 1 ,260287 ,0,0,0 BEGIN DESCRIPTION: Fountain Creek Station 260287 - Cross-section EE1 END DESCRIPTION: Node Last Edited Time=9/24/02 9:43:41 AM #Sta/Elev= 37 100 5965 200 5961 235 5960 370 5960 470 5958 550 5957 620 5957.5 650 5958.5 700 5958.5 800 5960 900 5959.5 910 5960 950 5956.25 965 5954 970 5950 972 5943 1000 5943 1030 5946.5 1040 5950 1055 5955 1056 5959 1120 5960.5 1175 5960 1205 5958.5 1285 5953 1350 5953.5 1415 5953 1450 5951.5 1500 5953 1580 5952.5 1700 5958 1765 5957.5 1830 5951 1860 5958 1940 5958 2020 5957 2050 5952 #Mann= 3 , 0 , 0 100 .045 0 970 .03 0 1040 .045 0 #XS Ineff= 2 , 0 911.32 5960.08 1118.63 5960.54 Permanent Ineff= F F Bank Sta=970,1040 XS Rating Curve= 0 Exp/Cntr=.5,.3 River Reach=Fountain Creek ,Reach 2 Reach XY= 2 .6022727 .4020979 .618007 .1643357 Rch Text X Y=0.6851852,0.2978395 Reverse River Text= 0 Type RM Length L Ch R = 1 ,260020 ,112,112,112 BEGIN DESCRIPTION: Fountain Creek Station 260020 - Cross-section ED END DESCRIPTION: Node Last Edited Time=9/18/02 11:12:24 AM #Sta/Elev= 16 0 5969 150 5966 285 5960 510 5960 785 5960 805 5959 825 5958 839.87 5947.95 852 5942 940 5942.5 970 5942 1025 5945 1053.36 5946.28 1093 5948 1150 5943 1175 5959 #Mann= 3 , 0 , 0 0 .045 0 839.87 .035 0 1025 .045 0 #XS Ineff= 2 , 0 769.41 5966.47 1162.11 5959.75 Permanent Ineff= F F Bank Sta=839.87,1025 XS Rating Curve= 0 Exp/Cntr=.5,.3 Type RM Length L Ch R = 3 ,259964 ,,, BEGIN DESCRIPTION: Cimarron St. bridge over Fountain Creek (E of I-25) END DESCRIPTION: Node Last Edited Time=9/10/02 2:34:33 PM Bridge Culvert--1,0,-1,-1, 0 Deck Dist Width WeirC Skew NumUp NumDn MinLoCord MaxHiCord MaxSubmerge Is_Ogee 3,85,2.6,0, 7, 7, 5964, , .95, 0, 0,0,, 0 808 879 951 1022 1093 1200 5970 5967.37 5965.72 5964.21 5962.67 5961.09 5960 0 5962.18 5960.74 5958.91 5957.37 5956.12 0 0 842 913 984 1056 1127 1200 5972 5967.72 5966.2 5964.68 5963.24 5961.52 5960 0 5962.57 5960.94 5959.41 5957.95 5956.52 0 Pier Skew, UpSta & Num, DnSta & Num= ,879, 2 ,913, 2 , 0 , 0 , 0 ,, 3 3 5940 5960.74 3 3 5940 5960.94 Pier Skew, UpSta & Num, DnSta & Num= ,951, 2 ,984, 2 , 0 , 0 , 0 ,, 3 3 5940 5958.91 3 3 5940 5959.41 Pier Skew, UpSta & Num, DnSta & Num= ,1022, 2 ,1056, 2 , 0 , 0 , 0 ,, 3 3 5940 5957.37 3 3 5940 5957.95 BR Coef=-1 , 0 , 0 ,, 0 ,,,.8,-1,,0, WSPro=,,,, 1 ,,,, 0 ,,,, 0 ,,,,-1 ,-1 ,-1 , 0 , 0 , 0 , 0 , 0 BC Design=,, 0 ,, 0 ,,,,,, Type RM Length L Ch R = 1 ,259908 ,46,46,46 BEGIN DESCRIPTION: Fountain Creek Station 259908 - Cross-section EC END DESCRIPTION: Node Last Edited Time=9/18/02 11:11:24 AM #Sta/Elev= 17 0 5974 90 5972 105 5967 230 5967 400 5957 470 5955 650 5951 860 5950 889.74 5946.48 900 5945 920 5943 930 5942 1070 5942 1100 5945 1130 5946 1160 5957 1200 5959 #Mann= 3 , 0 , 0 0 .045 0 889.74 .035 0 1130 .045 0 #XS Ineff= 2 , 0 827.01 5963.03 1139.82 5956.52 Permanent Ineff= F F Bank Sta=889.74,1130 XS Rating Curve= 0 Exp/Cntr=.5,.3 Type RM Length L Ch R = 1 ,259862 ,1072,1072,1072 BEGIN DESCRIPTION: Fountain Creek Station 259862 - Cross-section EC1 END DESCRIPTION: Node Last Edited Time=9/24/02 9:29:50 AM #Sta/Elev= 17 0 5974 90 5972 105 5967 230 5967 400 5959 470 5955 650 5951 860 5950 886.95 5943.84 925 5935 980 5936 1030 5936 1065 5942 1100 5945 1130 5946 1160 5949 1200 5959 #Mann= 3 , 0 , 0 0 .045 0 886.95 .035 0 1100 .045 0 #XS Ineff= 2 , 0 827.01 5963.03 1139.82 5956.52 Permanent Ineff= F F Bank Sta=886.95,1100 XS Rating Curve= 0 Exp/Cntr=.5,.3 Type RM Length L Ch R = 1 ,258790 ,0,0,0 BEGIN DESCRIPTION: Fountain Creek Station 258790 - Cross-section EB END DESCRIPTION: Node Last Edited Time=9/18/02 11:12:01 AM #Sta/Elev= 14 650 5953.6 712 5953 745 5945.8 818 5935 860 5933.8 871 5930.3 881 5929.51 931 5930.5 936.42 5933.98 942 5936.2 950 5938 969 5938.5 1016 5953 1071 5954.1 #Mann= 3 , 0 , 0 650 .045 0 860 .035 0 936.42 .045 0 Bank Sta=860,936.42 XS Rating Curve= 0 Exp/Cntr=.3,.1 River Reach=Fountain Creek ,Reach 3 Reach XY= 4 .618007 .1643357 .6325496 .1187346 .6351819 .1101496 .6379916 .1016703 Rch Text X Y=0.6230032,0.1486693 Reverse River Text= 0 Type RM Length L Ch R = 1 ,257628 ,390,406,430 BEGIN DESCRIPTION: Fountain Creek Station 257628 - Cross-section EA1 END DESCRIPTION: Node Last Edited Time=9/30/02 3:28:07 PM #Sta/Elev= 20 472 5952.9 485 5951.1 520 5932.2 535 5929.1 565 5928 582 5928.6 631 5926.5 650 5926.5 679 5924.1 700 5924.1 706 5924.1 718 5918 738 5918 741.99 5922.32 750 5930 760 5938 777 5939 842 5940 858 5941.9 910 5944.5 #Mann= 3 , 0 , 0 472 .045 0 679 .035 0 741.99 .045 0 #XS Ineff= 2 , 0 0 580.1 5955 910 0 5955 Permanent Ineff= F F Bank Sta=679,741.99 XS Rating Curve= 0 Exp/Cntr=.3,.1 Type RM Length L Ch R = 1 ,257222 ,713,713,713 BEGIN DESCRIPTION: Fountain Creek Station 257222 - Cross-section EA END DESCRIPTION: Node Last Edited Time=9/30/02 3:28:18 PM #Sta/Elev= 15 371 5953 425 5952.9 483 5928.9 580 5924 600 5921.5 604 5921.1 620 5917.3 639 5917.3 661.21 5921.48 681 5925 739 5933.1 782 5932 846 5932.9 871 5938.2 921 5941.1 #Mann= 3 , 0 , 0 371 .045 0 600 .035 0 661.21 .045 0 #XS Ineff= 2 , 0 0 737.94 0 5950 Permanent Ineff= F F Bank Sta=600,661.21 XS Rating Curve= 0 Exp/Cntr=.3,.1 Type RM Length L Ch R = 1 ,256509 ,720,727,735 BEGIN DESCRIPTION: Fountain Creek Station 256509 - Cross-section D2Z END DESCRIPTION: Node Last Edited Time=9/30/02 3:28:52 PM #Sta/Elev= 16 0 5955.5 470 5943.5 495 5951.5 560 5951.5 630 5925.5 720 5912 790 5912 805 5917.5 885 5921.5 955 5931.5 1020 5933.5 1065 5935.5 1125 5933.5 1175 5927.5 1550 5931.5 1715 5943.5 #Mann= 3 , 0 , 0 0 .045 0 630 .035 0 885 .045 0 #XS Ineff= 2 , 0 0 1065 0 5944 Permanent Ineff= F F Bank Sta=630,885 XS Rating Curve= 0 Exp/Cntr=.3,.1 Type RM Length L Ch R = 1 ,255782 ,715,728,740 BEGIN DESCRIPTION: Fountain Creek Station 255782 - Cross-section D1Z END DESCRIPTION: Node Last Edited Time=9/30/02 3:29:11 PM #Sta/Elev= 19 0 5945.5 580 5937.5 700 5927.5 900 5925.5 920 5917.5 1030 5915.5 1050 5909 1105 5909 1210 5917.5 1235 5927.5 1300 5927.5 1320 5929.5 1370 5929.5 1425 5929.5 1450 5923.5 1465 5921.5 1810 5925.5 1995 5931.5 2000 5933.5 #Mann= 3 , 0 , 0 0 .045 0 920 .03 0 1210 .02 0 #XS Ineff= 2 , 0 0 1370 0 5937.5 Permanent Ineff= F F Bank Sta=920,1210 XS Rating Curve= 0 Exp/Cntr=.3,.1 Type RM Length L Ch R = 1 ,255054 ,500,637,600 BEGIN DESCRIPTION: Fountain Creek Station 255054 - Cross-section DZ END DESCRIPTION: Node Last Edited Time=9/30/02 3:29:36 PM #Sta/Elev= 16 270 5941.5 590 5931.5 620 5923.5 1260 5919.5 1300 5913.5 1515 5907 1570 5907 1580.06 5914.19 1590 5921.5 1670 5917.5 1890 5919.5 1930 5923.5 1990 5925.5 2025 5927.5 2090 5919.5 2500 5921.5 #Mann= 3 , 0 , 0 270 .045 0 1300 .03 0 1580.06 .02 0 #XS Ineff= 2 , 0 0 1602.82 0 5925 Permanent Ineff= F F Bank Sta=1300,1580.06 XS Rating Curve= 0 Exp/Cntr=.3,.1 Type RM Length L Ch R = 1 ,254354 ,490,537,550 BEGIN DESCRIPTION: Fountain Creek Station 254354 Cross Section - D1Y END DESCRIPTION: Node Last Edited Time=9/25/02 11:10:43 AM #Sta/Elev= 22 0 5933.5 300 5921.5 550 5917.5 675 5915.5 1200 5915.5 1330 5917.5 1340 5919.5 1360 5919.5 1510 5909.5 1575 5906.3 1670 5906.3 1678.02 5911.3 1700 5921.5 1710 5923.5 1740 5923.5 1760 5921.5 1775 5915.5 1805 5923.5 1880 5923.5 2080 5927.5 2170 5925.5 2200 5917.5 #Mann= 3 , 0 , 0 0 .044 0 1510 .025 0 1678.02 .02 0 #XS Ineff= 2 , 0 0 1250 5925 1710 0 5925 Permanent Ineff= F F Bank Sta=1510,1678.02 XS Rating Curve= 0 Exp/Cntr=.3,.1 Type RM Length L Ch R = 1 ,253817 ,95,95,95 BEGIN DESCRIPTION: Fountain Creek Station 253817 - Cross-section DY END DESCRIPTION: Node Last Edited Time=9/25/02 10:38:38 AM #Sta/Elev= 18 0 5923.5 180 5921.5 400 5916.5 600 5915.5 765 5913.5 800 5913.5 1000 5915.5 1390 5917.5 1425 5907.5 1440 5903.5 1450 5905.5 1530 5903.5 1610 5903.5 1710 5907.5 1725 5917.7 1800 5917.5 1990 5917.5 3000 5923.5 #Mann= 3 , 0 , 0 0 .044 0 1425 .025 0 1710 .02 0 #XS Ineff= 2 , 0 0 1383.06 5917.49 1854.94 0 5925 Permanent Ineff= F F Bank Sta=1425,1710 XS Rating Curve= 0 Exp/Cntr=.5,.3 Type RM Length L Ch R = 3 ,253770 ,,, BEGIN DESCRIPTION: Tejon Street Bridge over Fountain Creek END DESCRIPTION: Node Last Edited Time=9/24/02 11:40:08 AM Bridge Culvert--1,0,-1,-1, 0 Deck Dist Width WeirC Skew NumUp NumDn MinLoCord MaxHiCord MaxSubmerge Is_Ogee 10,82,2.6,0, 4, 4, , , .95, 0, 100,100,, 1395 1510 1620 1725 5917.4 5918.7 5918.8 5917.7 5912.3 5913.6 5913.7 5912.6 1400 1520 1630 1735 5917.4 5918.7 5918.8 5917.7 5912.3 5913.6 5913.7 5912.6 Pier Skew, UpSta & Num, DnSta & Num= ,1510, 2 ,1520, 2 , 0 , 0 , 0 ,, 3 3 5900 5913.6 3 3 5900 5913.6 Pier Skew, UpSta & Num, DnSta & Num= ,1620, 2 ,1630, 2 , 0 , 0 , 0 ,, 3 3 5900 5913.7 3 3 5900 5913.7 BR Coef=-1 , 0 , 0 ,, 0 ,,,.8,-1,,0, WSPro=,,,, 1 ,,,, 0 ,,,, 0 ,,,,-1 ,-1 ,-1 , 0 , 0 , 0 , 0 , 0 BC Design=,, 0 ,, 0 ,,,,,, Type RM Length L Ch R = 1 ,253722 ,250,250,250 BEGIN DESCRIPTION: Fountain Creek Station 253722 - Cross-section DX END DESCRIPTION: Node Last Edited Time=9/24/02 2:44:18 PM #Sta/Elev= 14 0 5923.5 195 5921.5 675 5915.5 865 5913.5 1390 5917.5 1420 5907.5 1450 5905.5 1465 5902.5 1620 5902.5 1710 5907.5 1735 5917.7 2020 5917.5 2160 5915.5 3120 5923.5 #Mann= 3 , 0 , 0 0 .044 0 1420 .025 0 1710 .02 0 #XS Ineff= 2 , 0 0 1368.95 5917.46 1806.45 0 5925 Permanent Ineff= F F Bank Sta=1420,1710 XS Rating Curve= 0 Exp/Cntr=.3,.1 Type RM Length L Ch R = 1 ,253472 ,0,0,0 BEGIN DESCRIPTION: Fountain Creek Station 253472 - Cross-section DW END DESCRIPTION: Node Last Edited Time=9/24/02 11:22:08 AM #Sta/Elev= 16 0 5927.5 500 5913.5 940 5909.5 1070 5909.5 1375 5911.5 1400 5913.5 1425 5905.5 1515 5901 1585 5901 1600 5903.5 1675 5905.5 1690 5911.5 1960 5915.5 2000 5934.5 2110 5933.5 2160 5911.5 #Mann= 3 , 0 , 0 0 .044 0 1425 .025 0 1675 .044 0 #XS Ineff= 2 , 0 0 1400 5920 2000 0 5934.5 Permanent Ineff= F F Bank Sta=1425,1675 XS Rating Curve= 0 Exp/Cntr=.3,.1 River Reach=Cheyenne Creek ,Reach 1 Reach XY= 4 .6227647 .0968106 .632916 .1001584 .6357238 .1009143 .6379916 .1016703 Rch Text X Y=0.6265714,0.0980255 Reverse River Text= 0 Type RM Length L Ch R = 1 ,10970 ,102,108,114 BEGIN DESCRIPTION: Cheyenne Creek - Cross Section CG Existing END DESCRIPTION: Node Last Edited Time=10/24/02 8:31:02 AM #Sta/Elev= 27 1000 5933.9 1021.2 5933.9 1076.3 5933.6 1083.6 5928.5 1094.5 5928.5 1112.2 5927.4 1130.9 5926.8 1147.2 5926.4 1167.4 5925.4 1181.6 5918.7 1191.3 5915.4 1206.1 5915.6 1227.4 5923.4 1239.3 5924.5 1282.7 5925.4 1298.8 5925.4 1343.5 5926.4 1354.2 5926.2 1392.1 5926.4 1421.7 5926.1 1430.4 5926 1700 5923.5 1850 5925.5 2030 5926.5 2075 5927.5 2265 5929.5 2295 5931.5 #Mann= 3 , 0 , 0 1000 .045 0 1181.6 .035 0 1206.1 .05 0 Bank Sta=1181.6,1206.1 XS Rating Curve= 0 Exp/Cntr=.3,.1 Type RM Length L Ch R = 1 ,10862 ,49,54,50 BEGIN DESCRIPTION: Cheyenne Creek - Cross Section CF Arvada Existing Upper END DESCRIPTION: Node Last Edited Time=9/24/02 10:13:28 AM #Sta/Elev= 14 0 5913.5 164 5913.5 282 5913 283 5915.3 284 5912 284.79 5908.17 285 5907 310.73 5904.02 321 5906.3 321.13 5907.72 322 5910.8 323 5915.3 330 5912.5 420 5912 #Mann= 3 , 0 , 0 0 .035 0 285 .025 0 321 .035 0 #XS Ineff= 2 , 0 0 282 5915 330 0 5915 Permanent Ineff= F F Bank Sta=285,321 XS Rating Curve= 0 Exp/Cntr=.5,.3 Type RM Length L Ch R = 3 ,10858 ,,, BEGIN DESCRIPTION: Arvada Bridge Existing END DESCRIPTION: Node Last Edited Time=9/13/02 9:08:29 AM Bridge Culvert--1,0,-1,-1, 0 Deck Dist Width WeirC Skew NumUp NumDn MinLoCord MaxHiCord MaxSubmerge Is_Ogee 3,50,2.6,0, 6, 6, , , .95, 0, 3,3,, 0 279.7 279.7 326.3 326.3 420 5915.3 5915.3 5915.3 5915.3 5915.3 5915.3 5904.02 5904.02 5912 5912 5904.02 5904.02 0 300.4 300.4 347 347 421 5915.3 5915.3 5915.3 5915.3 5915.3 5915.3 5903.7 5903.7 5912 5912 5903.7 5903.7 BR Coef= 1 , 0 , 0 ,, 0 ,,,.8,-1,,0, WSPro=,,,, 1 ,,,, 0 ,,,, 0 ,,,,-1 ,-1 ,-1 , 0 , 0 , 0 , 0 , 0 BC Design=5915.3,5912, 1 ,46.60001, 0 ,,,,,, Type RM Length L Ch R = 1 ,10808 ,219,217,217 BEGIN DESCRIPTION: Cheyenne Creek - Cross Section CEE Arvada Existing Lower END DESCRIPTION: Node Last Edited Time=9/24/02 10:13:25 AM #Sta/Elev= 10 0 5913.5 297 5913.5 300 5910.75 300.4 5907 301 5903.7 311 5904.9 347 5907 348 5912 351 5912.5 421 5912 #Mann= 3 , 0 , 0 0 .035 0 300.4 .025 0 347 .035 0 #XS Ineff= 2 , 0 0 297.46 5912.76 417.34 0 5925.33 Permanent Ineff= F F Bank Sta=300.4,347 XS Rating Curve= 0 Exp/Cntr=.5,.3 Type RM Length L Ch R = 1 ,10591 ,63,60,60 BEGIN DESCRIPTION: Cheyenne Creek - Cross Section CDE END DESCRIPTION: Node Last Edited Time=9/25/02 10:36:32 AM #Sta/Elev= 11 0 5913.5 300 5913.5 340 5911.5 380 5909.5 390 5907.5 400 5903.5 430 5903.5 435 5907.5 440 5909.5 445 5911.5 450 5914 #Mann= 3 , 0 , 0 0 .035 0 380 .025 0 440 .035 0 #XS Ineff= 2 , 0 0 300 5913.5 450 0 5914 Permanent Ineff= F F Bank Sta=380,440 XS Rating Curve= 0 Exp/Cntr=.3,.1 Type RM Length L Ch R = 1 ,10531 ,52,53,53 BEGIN DESCRIPTION: Cheyenne Creek - Cross Section CCE1 END DESCRIPTION: Node Last Edited Time=9/25/02 10:36:53 AM #Sta/Elev= 12 0 5933.5 340 5933.5 386.84 5911.36 390 5909.5 392 5903 420 5903 430 5907.5 435 5909.5 440 5909.5 445 5907.5 448 5909.5 450 5911.5 #Mann= 3 , 0 , 0 0 .035 0 386.84 .025 0 450 .035 0 #XS Ineff= 2 , 0 0 450 0 5911.5 Permanent Ineff= F F Bank Sta=386.84,450 XS Rating Curve= 0 Exp/Cntr=.3,.1 Type RM Length L Ch R = 1 ,10478 ,130,130,130 BEGIN DESCRIPTION: Cheyenne Creek - Cross Section CCE Existing END DESCRIPTION: XS GIS Cut Line=2 .6210144 .1017646 .6230238 .0960249 Node Last Edited Time=9/25/02 10:37:07 AM #Sta/Elev= 12 0 5917.5 170 5915.5 350 5913.5 370 5911.5 375 5909.5 380 5907.5 385 5902 425 5902 430 5907.5 435 5909.5 440 5911.5 445 5912 #Mann= 3 , 0 , 0 0 .035 0 375 .025 0 435 .035 0 #XS Ineff= 2 , 0 0 350 5913.5 445 0 5912 Permanent Ineff= F F Bank Sta=375,435 XS Rating Curve= 0 Exp/Cntr=.5,.3 Type RM Length L Ch R = 1 ,10348 ,174,174,174 BEGIN DESCRIPTION: Cheyenne Creek - Cross Section CBE Existing Box Upper END DESCRIPTION: Node Last Edited Time=9/24/02 10:02:02 AM #Sta/Elev= 10 290 5913.5 320 5913.5 380 5913.3 380.87 5900.08 381 5898.8 391.23 5898.8 413 5898.8 413.01 5900.18 414 5913.5 464 5913.5 #Mann= 3 , 0 , 0 290 .035 0 380.87 .025 0 413.01 .035 0 #XS Ineff= 2 , 0 0 376.77 5912.07 417.1 0 5911.99 Permanent Ineff= F F Bank Sta=380.87,413.01 XS Rating Curve= 0 Exp/Cntr=.5,.3 Type RM Length L Ch R = 2 ,10343 ,,, Node Last Edited Time=9/13/02 11:41:57 AM Bridge Culvert--1,0,-1,-1, 0 Deck Dist Width WeirC Skew NumUp NumDn MinLoCord MaxHiCord MaxSubmerge Is_Ogee 5,160,2.6,0, 6, 6, , , .95, 0, ,,, 0 379.94 379.94 413.94 413.94 464 5912.79 5912.79 5912.79 5912.79 5912.79 5912.79 5898.8 5898.8 5906.8 5906.8 5898.8 5898.8 260 360.41 360.41 394.41 394.41 468 5912.79 5912.79 5912.79 5912.79 5912.79 5912.79 5896.8 5896.8 5904.9 5904.9 5896.8 5896.8 BR Coef=-1 , 0 , 0 ,, 0 ,,,.8,-1,,0, WSPro=,,,, 1 ,,,, 0 ,,,, 0 ,,,,-1 ,-1 ,-1 , 0 , 0 , 0 , 0 , 0 Culvert=2,8,9,160,.013,.1,1,8,1,5898.8,385,5896.9,366,Culvert #1 , 0 ,.5 Culvert Bottom n=.013 Culvert=2,8,11.5,160,.013,.1,1,10,1,5898.8,396,5896.9,377,Culvert #3 , 0 ,5 Culvert Bottom n=.013 Culvert=2,8,9,160,.013,.1,1,8,1,5898.8,407,5896.9,388,Culvert #2 , 0 ,5 Culvert Bottom n=.013 BC Design=5912.79,5906.8, 1 ,34, 0 ,,,,,, Type RM Length L Ch R = 1 ,10174 ,0,0,0 BEGIN DESCRIPTION: Cheyenne Creek - Cross Section CAE Existing Box Lower END DESCRIPTION: Node Last Edited Time=9/24/02 10:02:10 AM #Sta/Elev= 17 295 5913.5 320 5912.5 356.04 5911.29 358.76 5905.09 360.25 5901.14 361.15 5898.5 362 5896.9 370 5896.9 383 5896.8 392 5896.8 392.62 5897.97 392.92 5898.58 393.11 5900.02 393.65 5905.07 408.05 5911.02 437 5912.5 468 5913.5 #Mann= 3 , 0 , 0 295 .035 0 361.15 .025 0 392.92 .035 0 #XS Ineff= 2 , 0 0 347.74 5911.74 408.05 0 5911.02 Permanent Ineff= F F Bank Sta=361.15,392.92 XS Rating Curve= 0 Exp/Cntr=.5,.3 River Reach=Fountain Creek ,Reach 4 Reach XY= 2 .6379916 .1016703 .66759 .0083102 Rch Text X Y=0.6453912,0.0783302 Reverse River Text= 0 Type RM Length L Ch R = 1 ,253223 ,97,97,97 BEGIN DESCRIPTION: Fountain Creek Station 253223 - Cross-section DV END DESCRIPTION: Node Last Edited Time=9/24/02 2:12:09 PM #Sta/Elev= 13 0 5923.5 720 5911.5 890 5911.5 1355 5914.5 1385 5913.5 1420 5903.5 1495 5899.2 1570 5899.2 1690 5903.5 1730 5913.5 2375 5911.5 2730 5915.5 3160 5921.5 #Mann= 3 , 0 , 0 0 .044 0 1420 .025 0 1690 .02 0 #XS Ineff= 2 , 0 0 1385 5914.5 2000 0 5928 Permanent Ineff= F F Bank Sta=1420,1690 XS Rating Curve= 0 Exp/Cntr=.3,.1 Type RM Length L Ch R = 3 ,253175 ,,, BEGIN DESCRIPTION: Nevada Avenue Bridge over Fountain Creek END DESCRIPTION: Node Last Edited Time=9/24/02 2:05:35 PM Bridge Culvert--1,0,-1,-1, 0 Deck Dist Width WeirC Skew NumUp NumDn MinLoCord MaxHiCord MaxSubmerge Is_Ogee 10,80,2.6,0, 4, 4, , , .95, 0, 100,100,, 1400 1490 1615 1705 5914.5 5914.7 5914.7 5914.5 5909 5909.2 5909.2 5909 1395 1485 1610 1700 5914.5 5914.7 5914.7 5914.5 5909 5909.2 5909.2 5909 Pier Skew, UpSta & Num, DnSta & Num= ,1490, 2 ,1485, 2 , 0 , 0 , 0 ,, 4 2 5890 5909.2 4 2 5890 5909.2 Pier Skew, UpSta & Num, DnSta & Num= ,1615, 2 ,1610, 2 , 0 , 0 , 0 ,, 4 2 5890 5909.2 4 2 5890 5909.2 BR Coef=-1 , 0 , 0 ,, 0 ,,,.8,-1,,0, WSPro=,,,, 1 ,,,, 0 ,,,, 0 ,,,,-1 ,-1 ,-1 , 0 , 0 , 0 , 0 , 0 BC Design=,, 0 ,, 0 ,,,,,, Type RM Length L Ch R = 1 ,253126 ,100,100,100 BEGIN DESCRIPTION: Fountain Creek Station 253126 - Cross-section DU END DESCRIPTION: Node Last Edited Time=9/25/02 11:11:41 AM #Sta/Elev= 13 85 5927.5 135 5921.5 540 5915.5 1340 5911.5 1390 5913.5 1420 5903.5 1495 5898.9 1570 5898.9 1685 5903.5 1700.53 5911.59 1870 5913.5 2210 5909.5 3135 5921.5 #Mann= 3 , 0 , 0 85 .044 0 1420 .025 0 1685 .02 0 #XS Ineff= 2 , 0 0 1399.64 5912.09 2000 0 5928 Permanent Ineff= F F Bank Sta=1420,1685 XS Rating Curve= 0 Exp/Cntr=.5,.3 Type RM Length L Ch R = 1 ,253026 ,560,560,560 BEGIN DESCRIPTION: Fountain Creek Staion 253026 - Cross Section D1T END DESCRIPTION: Node Last Edited Time=9/24/02 11:18:50 AM #Sta/Elev= 23 0 5939.5 20 5941.5 60 5943.5 200 5921.5 760 5913.5 1020 5909.5 1120 5909.5 1380 5913.5 1460 5911.5 1480 5905.5 1500 5913.5 1520 5898 1590 5898 1600 5901.5 1740 5911.5 1920 5909.5 1980 5929.5 2090 5929.5 2140 5911.5 2300 5909.5 2420 5911.5 2620 5913.5 2800 5917.5 #Mann= 3 , 0 , 0 0 .044 0 1460 .025 0 1740 .02 0 #XS Ineff= 2 , 0 0 1380.98 5925.07 1838.51 0 5929.61 Permanent Ineff= F F Bank Sta=1460,1740 XS Rating Curve= 0 Exp/Cntr=.3,.1 Type RM Length L Ch R = 1 ,252366 ,650,650,650 BEGIN DESCRIPTION: Fountain Creek Station 252366 - Cross-section DT END DESCRIPTION: Node Last Edited Time=9/24/02 11:06:42 AM #Sta/Elev= 16 0 5916.5 100 5905.5 575 5903.5 1225 5901.5 1250 5894.76 1295 5894.76 1315 5901.5 1335 5909.5 1465 5905.5 1575 5911.5 1615 5913.5 1735 5913.5 1740 5909.5 1765 5901.5 2415 5911.5 2720 5911.5 #Mann= 3 , 0 , 0 0 .045 0 1225 .035 0 1315 .045 0 #XS Ineff= 2 , 0 0 12.1 5916.73 1633.06 0 5921.48 Permanent Ineff= F F Bank Sta=1225,1315 XS Rating Curve= 0 Exp/Cntr=.3,.1 Type RM Length L Ch R = 1 ,251716 ,628,628,628 BEGIN DESCRIPTION: Fountain Creek Station 251716 - Cross-section D1S END DESCRIPTION: Node Last Edited Time=8/30/02 9:49:24 AM #Sta/Elev= 21 0 5924.5 35 5923.5 90 5903.5 120 5903.5 165 5904.5 170 5923.5 220 5925.5 245 5923.5 250 5911.5 930 5905.5 950 5899.5 1260 5895.5 1275 5890.15 1320 5890.15 1335 5893.5 1540 5897.5 1615 5896.5 1700 5895.5 2270 5901.5 2565 5909.5 2870 5917.5 #Mann= 3 , 0 , 0 0 .045 0 1260 .035 0 1540 .045 0 #XS Ineff= 2 , 0 0 245 5923.5 1615 0 5908 Permanent Ineff= F F Bank Sta=1260,1540 XS Rating Curve= 0 Exp/Cntr=.3,.1 Type RM Length L Ch R = 1 ,251088 ,640,613,585 BEGIN DESCRIPTION: Fountain Creek Station 251088 - Cross-section DS END DESCRIPTION: Node Last Edited Time=9/16/02 12:15:15 PM #Sta/Elev= 15 770 5909.5 1225 5893.5 1250 5885.5 1310 5885.5 1320 5889.5 1450 5887.5 1522.86 5889.6 1541.64 5892.32 1560 5895.5 1645 5895.5 1750 5891.5 1780 5889.5 2590 5895.5 2655 5907.5 2860 5911.5 #Mann= 3 , 0 , 0 770 .045 0 1225 .035 0 1541.64 .045 0 #XS Ineff= 2 , 0 0 1645 0 5902 Permanent Ineff= F F Bank Sta=1225,1541.64 XS Rating Curve= 0 Exp/Cntr=.3,.1 Type RM Length L Ch R = 1 ,250476 ,700,641,600 BEGIN DESCRIPTION: Fountain Creek Station 250476 - Cross-section D1R END DESCRIPTION: Node Last Edited Time=9/16/02 1:42:22 PM #Sta/Elev= 14 490 5909.5 980 5893.5 1215 5891.5 1235 5882.84 1290 5882.84 1305 5885.5 1605 5889.5 1630 5893.5 1740 5891.5 1815 5887.5 1840 5885.5 2530 5891.5 2600 5905.5 2890 5909.5 #Mann= 3 , 0 , 0 490 .045 0 1215 .035 0 1605 .045 0 #XS Ineff= 2 , 0 0 1632.54 0 5899.32 Permanent Ineff= F F Bank Sta=1215,1605 XS Rating Curve= 0 Exp/Cntr=.3,.1 Type RM Length L Ch R = 1 ,249835 ,580,611,600 BEGIN DESCRIPTION: Fountain Creek Station 249835 - Cross-section DR END DESCRIPTION: Node Last Edited Time=9/16/02 1:42:38 PM #Sta/Elev= 14 625 5901.5 640 5895.5 1270 5887.5 1335 5880.28 1410 5880.28 1660 5882.5 1716.26 5886.2 1775 5889.5 1840 5887.5 1950 5887.5 1970 5883.5 2690 5889.5 2815 5905.5 3010 5907.5 #Mann= 3 , 0 , 0 625 .045 0 1270 .035 0 1716.26 .045 0 #XS Ineff= 2 , 0 0 1776.8 0 5895.07 Permanent Ineff= F F Bank Sta=1270,1716.26 XS Rating Curve= 0 Exp/Cntr=.3,.1 Type RM Length L Ch R = 1 ,249224 ,720,747,780 BEGIN DESCRIPTION: Fountain Creek Station 249224 - Cross-section D2Q END DESCRIPTION: Node Last Edited Time=8/30/02 9:47:25 AM #Sta/Elev= 16 300 5905.5 335 5903.5 405 5891.5 1210 5885.5 1265 5881.5 1490 5881.5 1520 5871.5 1610 5871.5 1730 5879.5 1770 5884.5 1815 5885.5 1905 5883.5 2000 5881.5 2515 5883.5 2540 5891.5 3010 5905.5 #Mann= 3 , 0 , 0 300 .045 0 1490 .035 0 1730 .045 0 #XS Ineff= 2 , 0 0 1815 0 5895 Permanent Ineff= F F Bank Sta=1490,1730 XS Rating Curve= 0 Exp/Cntr=.3,.1 Type RM Length L Ch R = 1 ,248477 ,400,440,450 BEGIN DESCRIPTION: Fountain Creek Station 248477 - Cross-section D1Q END DESCRIPTION: Node Last Edited Time=9/16/02 12:22:02 PM #Sta/Elev= 23 410 5903.5 440 5901.5 465 5901.5 915 5893.5 975 5881.5 1030 5879.5 1050 5875.5 1065 5875.5 1075 5879.5 1330 5880.5 1770 5885.5 1825.23 5877.5 1885 5867.5 1910 5861.85 1965 5861.85 2010 5863.5 2030 5879.5 2100 5880.5 2170 5879.5 2250 5873.5 2560 5883.5 2800 5893.5 3240 5903.5 #Mann= 3 , 0 , 0 410 .045 0 1825.23 .035 0 2030 .045 0 #XS Ineff= 2 , 0 0 1770 5890 2100 0 5890 Permanent Ineff= F F Bank Sta=1825.23,2030 XS Rating Curve= 0 Exp/Cntr=.3,.1 Type RM Length L Ch R = 1 ,248037 ,1200,1108,950 BEGIN DESCRIPTION: Fountain Creek Station 248037 - Cross-section DQ END DESCRIPTION: Node Last Edited Time=8/30/02 9:46:21 AM #Sta/Elev= 18 445 5903.5 480 5901.5 510 5895.5 1320 5877.5 1925 5887.5 1965 5867.5 2090 5859.95 2145 5859.95 2185 5873.5 2220 5877.3 2290 5878.5 2380 5875.5 2515 5869.5 2600 5879.5 2660 5897.5 2760 5897.5 2805 5883.5 2860 5887.5 #Mann= 3 , 0 , 0 445 .045 0 1965 .035 0 2185 .045 0 #XS Ineff= 2 , 0 0 1925 5890 2290 0 5890 Permanent Ineff= F F Bank Sta=1965,2185 XS Rating Curve= 0 Exp/Cntr=.3,.1 Type RM Length L Ch R = 1 ,246929 ,135,135,135 BEGIN DESCRIPTION: Fountain Creek Station 246929 - Cross-section D2P END DESCRIPTION: Node Last Edited Time=9/24/02 9:19:58 AM #Sta/Elev= 30 0 5891.5 195 5881.5 345 5873.5 360 5869.5 370 5869.5 385 5873.5 400 5873.5 415 5869.5 950 5864.5 1000 5879 1120 5880 1190 5859.5 1565 5859.5 1590 5853.1 1660 5853.1 1810 5859.5 1925 5867.5 1980 5864 2020 5865 2205 5869.5 2260 5875.5 2350 5877.5 2440 5878.5 2470 5871.5 2530 5902 2635 5899.5 2725 5899.5 2785 5879.5 3210 5893.5 3430 5897.5 #Mann= 3 , 0 , 0 0 .045 0 1190 .035 0 1810 .045 0 #XS Ineff= 2 , 0 0 1190 5880.3 1925 0 5897.4 Permanent Ineff= F F Bank Sta=1190,1810 XS Rating Curve= 0 Exp/Cntr=.3,.1 Type RM Length L Ch R = 3 ,246860 ,,, BEGIN DESCRIPTION: US 24 Bypass over Fountain Creek END DESCRIPTION: Node Last Edited Time=9/24/02 2:05:42 PM Bridge Culvert--1,0,-1,-1, 0 Deck Dist Width WeirC Skew NumUp NumDn MinLoCord MaxHiCord MaxSubmerge Is_Ogee 10,120,2.6,0, 13, 13, , , .95, 0, 0,0,, 1120 1200 1320 1460 1575 1710 1830 1950 2080 2210 2340 2450 2530 5880 5880.3 5881.7 5884.1 5887.6 5891.4 5894.7 5897.4 5899.5 5901 5901.8 5902.1 5902 5873.5 5873.8 5875.2 5877.6 5881.1 5884.9 5888.2 5890.9 5893 5894.5 5895.3 5895.6 5895.5 1160 1260 1390 1520 1640 1770 1900 2020 2150 2275 2400 2515 2600 5880 5880.3 5881.7 5884.1 5887.6 5891.4 5894.7 5897.4 5899.5 5901 5901.8 5902.1 5902 5873.5 5873.8 5875.2 5877.6 5881.1 5884.9 5888.2 5890.9 5893 5894.5 5895.3 5895.6 5895.5 Pier Skew, UpSta & Num, DnSta & Num= ,1200, 2 ,1260, 2 , 0 , 0 , 0 ,, 4.5 4.5 5850 5873.8 4.5 4.5 5850 5873.8 Pier Skew, UpSta & Num, DnSta & Num= ,1320, 2 ,1390, 2 , 0 , 0 , 0 ,, 4.5 4.5 5850 5875.2 4.5 4.5 5850 5875.2 Pier Skew, UpSta & Num, DnSta & Num= ,1460, 2 ,1520, 2 , 0 , 0 , 0 ,, 4.5 4.5 5850 5877.6 4.5 4.5 5850 5877.6 Pier Skew, UpSta & Num, DnSta & Num= ,1575, 2 ,1640, 2 , 0 , 0 , 0 ,, 4.5 4.5 5850 5881.1 4.5 4.5 5850 5881.1 Pier Skew, UpSta & Num, DnSta & Num= ,1710, 2 ,1770, 2 , 0 , 0 , 0 ,, 4.5 4.5 5850 5884.9 4.5 4.5 5850 5884.9 Pier Skew, UpSta & Num, DnSta & Num= ,1830, 2 ,1900, 2 , 0 , 0 , 0 ,, 4.5 4.5 5850 5888.2 4.5 4.5 5850 5888.2 Pier Skew, UpSta & Num, DnSta & Num= ,1950, 2 ,2020, 2 , 0 , 0 , 0 ,, 4.5 4.5 5850 5890.9 4.5 4.5 5850 5890.9 Pier Skew, UpSta & Num, DnSta & Num= ,2080, 2 ,2150, 2 , 0 , 0 , 0 ,, 4.5 4.5 5850 5893 4.5 4.5 5850 5893 Pier Skew, UpSta & Num, DnSta & Num= ,2210, 2 ,2275, 2 , 0 , 0 , 0 ,, 4.5 4.5 5850 5894.5 4.5 4.5 5850 5894.5 Pier Skew, UpSta & Num, DnSta & Num= ,2340, 2 ,2400, 2 , 0 , 0 , 0 ,, 4.5 4.5 5850 5895.3 4.5 4.5 5850 5895.3 Pier Skew, UpSta & Num, DnSta & Num= ,2450, 2 ,2515, 2 , 0 , 0 , 0 ,, 4.5 4.5 5850 5895.6 4.5 4.5 5850 5895.6 BR Coef=-1 , 0 , 0 ,, 0 ,,,.8,-1,,0, WSPro=,,,, 1 ,,,, 0 ,,,, 0 ,,,,-1 ,-1 ,-1 , 0 , 0 , 0 , 0 , 0 BC Design=,, 0 ,, 0 ,,,,,, Type RM Length L Ch R = 1 ,246794 ,400,502,550 BEGIN DESCRIPTION: Fountain Creek Station 246794 - Cross-section D1P END DESCRIPTION: Node Last Edited Time=9/24/02 9:20:06 AM #Sta/Elev= 29 0 5893.5 205 5885.5 330 5873.5 340 5869.5 350 5869.5 360 5873.5 385 5873.5 415 5867.5 855 5865.5 910 5877.5 990 5879.5 1160 5877.5 1165 5869.5 1225 5859.5 1300 5857.5 1355 5859.5 1640 5859.5 1660 5851.5 1680 5851.5 2200 5869.5 2270 5873.5 2480 5873.5 2590 5899.5 2610 5899.5 2680 5875.5 2720 5875.5 2785 5885.5 3245 5892.5 3410 5895.5 #Mann= 3 , 0 , 0 0 .045 0 1225 .035 0 2200 .045 0 #XS Ineff= 2 , 0 0 1225 5873.8 2490 0 5895.6 Permanent Ineff= F F Bank Sta=1225,2200 XS Rating Curve= 0 Exp/Cntr=.3,.1 Type RM Length L Ch R = 1 ,246292 ,0,0,0 BEGIN DESCRIPTION: Fountain Creek Station 246292 - Cross-section DP END DESCRIPTION: Node Last Edited Time=8/30/02 9:45:01 AM #Sta/Elev= 15 550 5891.5 900 5877.5 1070 5873.5 1120 5861.5 1290 5855.5 1410 5849.91 1520 5849.91 1540 5857.5 1740 5863.5 1850 5878 1980 5877 2010 5871.5 2050 5873 2080 5881.5 2250 5863.5 #Mann= 3 , 0 , 0 550 .045 0 1120 .035 0 1540 .045 0 #XS Ineff= 2 , 0 0 1070 5873.5 1980 0 5877 Permanent Ineff= F F Bank Sta=1120,1540 XS Rating Curve= 0 Exp/Cntr=.3,.1 Chan Stop Cuts=-1