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<br />92/02/05. <br /> <br />10.01. 27. <br /> <br />FLOW <br />& IS <br />THRU <br />38.00 <br />695. <br />8.10 <br />.072381 <br /> <br />PROCESS. SOME aT FLOWS TO W IN CANAL UNDER 1-25, OVERTOPS S BANK <br />LOST.(OT FOR XS 38 RESULTED FROM DECREASE IN OT UPSTR FROM CO RD 50 <br />RD CULS). <br />.65 4977.15 <br />O. 695. <br />.57 3.57 <br />505. 600. <br /> <br />4977.15 <br />O. <br />.53 <br />600. <br /> <br />1490 NH CARD USED <br />*SECND 39.000 <br />3840 SECTION NOT HIGH ENOUGH 5045.182 <br />39.00 1.10 4985.10 4984.68 <br />695. iO. 58 i. IV". <br />8.31 .58 1.39 .78 <br />.002948 900. 950. 970. <br /> <br />0.00 <br />O. <br />.060 <br />20 <br /> <br />4977.35 <br />195. <br />.060 <br />14 <br /> <br />.20 <br />O. <br />.065 <br />o <br /> <br />3.76 <br />219. <br />0.000 <br />0.00 <br /> <br />.05 <br />130. <br />4976.50 <br />525.40 <br /> <br />5038.000 4984.000 <br />0.00 4985.13 <br /> <br />5038.000 4976.682 <br />.03 7 . 77 <br />133. 227. <br /> <br />.02 <br />146 <br />4984.00 <br />939.91 <br /> <br />.055 <br />12 <br /> <br />" <br />" . <br /> <br />419. <br /> <br />.055 <br />o <br /> <br />0.000 <br />0.00 <br /> <br />1490 NH CARD USED <br />*SECNO 40.100 <br />BECAUSE OF PROBLEMS IN DETERMINING SATISFACTORY ELEVATIONS AT THE 1.25 <br />AND CD RD 50 INTERCHANGE. THE COLD STATE WATER CONSERVATION 80ARD AND <br />FORT COLLINS STORM WATER UTILITY DECIDED TO SURVEY THE CHANGED <br />TOPOGRAPHY AS A RESULT OF THE INTERCHANGE CONSTRUCTION. THREE NEW XSS; <br />40.1. 40.2 (BOTH S OF CD RO 50), 41 (CD RO 50) WERE SURVEYED AND USED IN <br />THIS STUDY. <br />40.10 2.12 <br />695. O. <br />8.36 0.00 <br />,020996 463. <br /> <br />1490 NH CARD USED <br />*SECNO 40.200 <br /> <br />3265 DIVIDED FLOW <br /> <br />40.20 <br />695. <br />B.43 <br />.005126 <br /> <br />4.39 <br />O. <br />0.00 <br />415. <br /> <br />4988.82 <br />695. <br />3.12 <br />620. <br /> <br />4992.79 <br />695. <br />1. 78 <br />420. <br /> <br />0.00 <br />O. <br />0.00 <br />500. <br /> <br />0.00 <br />O. <br />0.00 <br />415. <br /> <br />0.00 <br />O. <br />0.000 <br />7 <br /> <br />0.00 <br />O. <br />0.000 <br />6 <br /> <br />.050 <br />8 <br /> <br />4988.97 <br />222. <br />.050 <br />o <br /> <br />4992.84 <br />390. <br />.050 <br />o <br /> <br />.15 <br />O. <br />0.000 <br />o <br /> <br />.05 <br />O. <br />0.000 <br />o <br /> <br />3. B 1 <br />232. <br />0.000 <br />0.00 <br /> <br />3.86 <br />235. <br />0.000 <br />0.00 <br /> <br />.04 <br />155. <br />4986.70 <br />359.62 <br /> <br />.01 <br />159. <br />4988.40 <br />506.93 <br /> <br />1490 NH CARD USED <br />*SECNO 41.000 <br />WATER EL*X5 CARD- 4991.920 <br />CD RD 50. OT SAME AS XS 38. RESULTED FROM FLOW TO 1-25 MEDIAN THRU 2ND <br />AND 4TH 1-25 CULS N OF CD RD 50. A NEW RATING WAS DEVELOPED FOR CO RD 50 <br />BECAUSE OF SIGNIFICANT CHANGES IN ARTIFICIAL FEATURES & TOPOGRAPHY. ELEV <br /> <br /> <br />PAGE <br /> <br />13 <br /> <br />4977.10 <br />4977.10 <br />1201.42 <br />1726.82 <br /> <br />2 <br />4984.60 <br />4984.60 <br />1146.91 <br />2086.82 <br /> <br />4989.50 <br />4989.50 <br />217.11 <br />576.73 <br /> <br />5051.40 <br />4994.50 <br />336.42 <br />890.43 <br />