Laserfiche WebLink
<br />92/02/05. <br /> <br />09.57.20. <br /> <br />FLOW <br />& IS <br />THRU <br />38.00 <br />695. <br />8.10 <br />.072381 <br /> <br />PROCESS, SOME QT FLOWS TO W IN CANAL UNDER 1-25, OVERTOPS S BANK <br />LOST.(QT FOR XS 38 RESULTED FROM DECREASE IN QT UPSTR FROM CO RD 50 <br />RD CULS). <br />.65 4977.15 <br />O. 695. <br />.57 3.57 <br />505. 600. <br /> <br />1490 NH CARD US EO <br />*SECNO 39.000 <br />3B40 SECTION NOT HIGH ENOUGH <br />39.00 1.10 4985.10 <br />695. 10. 5Bi. <br />8.31 .58 1.39 <br />.002948 900. 950. <br /> <br />4977.15 <br />O. <br />.53 <br />600. <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 />PAGE <br /> <br />13 <br /> <br />'490 NH CARD USED <br />*SECNO 40.100 <br />BECAUSE OF PROBLEMS IN DETERMINING SATISFACTORY ELEVATIONS AT THE 1-25 <br />AND CO RD 50 INTERCHANGE, THE CDLO STATE WATER CONSERVATION BOARD 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 CO RD 50), 41 (CO 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 />4988.82 <br />695. <br />3.12 <br />620. <br /> <br />1490 NH CARD USED <br />*SECND 40.200 <br /> <br />3265 DIVIDED FLOW <br /> <br />40.20 <br />695. <br />8.43 <br />.005126 <br /> <br />4.39 <br />O. <br />0.00 <br />415. <br /> <br />4992.79 <br />695, <br />1. 78 <br />420. <br /> <br />4977. 10 <br />4977.10 <br />1201.42 <br />1726.82 <br /> <br />5045.182 5038.000 4984.000 5038.000 4976.682 2 <br />4984.68 0.00 4985.13 .03 7.77 .02 4984.60 <br />i04. " . ....::>. '00 00' 146. 4984.50 <br />,~~. ,...' . <br />.78 .055 .050 .055 0.000 4984.00 1146.9 t <br />970. 12 8 0 0.00 939.9' 2086.82 <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 />4988.97 <br />222. <br />.050 <br />o <br /> <br />4992.84 <br />390. <br />.050 <br />o <br /> <br />1490 NH CARD USED <br />*SECNO 41.000 <br />CO RD 50. QT SAME AS XS 38. RESULTED FROM FLOW TO <br />AND 4TH 1-25 CULS N OF CO RD 50. NO X5 CARD INPUT <br />41.00 4.47 4993.14 0.00 0.00 4993.44 <br />695. 695. O. O. 159. O. <br />8.44 4.36 0.00 0.00 .040 0.000 <br />.002525 150. '50. 150. 3 0 <br /> <br />.15 <br />O. <br />0.000 <br />o <br /> <br />.05 <br />O. <br />0.000 <br />o <br /> <br />3.81 <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 />1-25 MEDIAN THRU <br />USED. <br />.30 <br />O. <br />0.000 <br />o <br /> <br />.52 <br />236. <br />0.000 <br />0.00 <br /> <br /> <br />2ND <br /> <br />.07 <br />160. <br />4988.67 <br />35.60 <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 /> <br />4995.50 <br />4995.20 <br />360.00 <br />395.60 <br />