C C 12. C 13310.SIERRA CREEK. SUPERCRITICAL. C 13310.CROSS-SECTIONS ARE LEFT(ZERO) TO RIGHT LOOKING DOWNSTREAM. C 13310.CROSS-SECTIONS AND GROUND SURFACE ELEVATIONS WERE TAKEN C 13310.PHOTOGRAMETRICALLY BY HARL PUGH. C 13310.MANNING'S C 13310.CRITICAL DEPTH IS THE STARTING WATER SURFACE ELEVATION. C 11915.CHANNEL CAPACITY 50 FEET UPSTREAM OF THIS SECTION HAS A MAXIMUM C 11915.CAPACITY OF 60 CFS. DETERMINED FROM FIELD OBSERVATION. PHOTO- C 11915.GRAMETRIC DATA WAS UNOBTAINABLE THROUGH THE CRITICAL REACH DUE C 11915.TO FORESTATION. C 11915.ABOUT 120 CFS SPILLS LEFT. C 11915. T1 GEORGE S. NOLTE AND ASSOCIATES 300-76-04-54.5 T2 STORAGE DISCHARGE ANALYSIS-- P.JORGENSEN T3 SIERRA CREEK FINAL J1-10. 2. 1. .0244 354.17 J21. -1. J338. 24. 22. 23. 21. 42. 43. 1. 26. 14. J34. 19. 6. NC0.0500 0.0500 0.04 0.2000 0.3000 QT 4. 260. 180. 145. 75. 0. 0. 0. 0. 0. X113310. 13.0004929.3 5028.4 270. 270. 270.000 0.000 0.000 0.000 GR381.30 4870.10 365.10 4871.40 363.60 4905.20 360.00 4929.30 353.50 4946.60 GR353.00 4991.70 352.50 5000.00 353.70 5005.30 353.50 5017.60 356.00 5028.40 GR361.50 5083.20 362.90 5157.20 362.00 5217.50 X113040. 18.0004971.2 5026.8 566.000 558.000 560.000 0.000 0.000 0.000 GR374.70 4791.90 356.50 4792.90 353.30 4832.10 353.50 4849.70 353.70 4864.50 GR355.20 4900.50 365.20 4900.80 365.90 4943.50 356.70 4944.30 355.40 4971.20 GR348.00 4986.80 343.40 4993.00 343.30 5000.00 343.90 5009.40 345.30 5026.80 GR347.80 5103.30 348.10 5162.10 354.60 5280.70 X112400. 10.0004945.2 5051.000 485. 485. 485.000 0.000 0.000 0.000 GR297.60 4881.50 293.20 4945.20 285.30 4965.70 274.60 4995.20 273.20 5000.00 GR276.30 5006.60 292.60 5031.10 303.10 5051.00 313.50 5095.50 321.50 5145.30 NC0.0000 0.0000 0.0300 0.0000 0.0000 QT 60. 60. 60. 60. ET 9.1 9.1 9.1 9.1 4995.6 5020.5 X111915. 10.0004995.6 5020.500 244.000 245. 245.000 0.000 0.000 0.000 GR265.80 4902.60 254.30 4903.30 254.20 4971.10 255.00 4995.60 253.40 4998.10 GR253.20 5000.00 254.80 5006.50 258.70 5020.50 269.60 5073.10 275.00 5160.20 ET 0.00 9.10 9.10 9.10 0.00 0.00 0.00 0.00 4991.00 5055 X111670. 15.0004992.3 5011.000 300. 300. 300.000 0.000 0.000 0.000 GR242.30 4851.50 242.80 4883.10 243.40 4910.90 255.40 4911.50 253.80 4965.80 GR244.60 4966.40 245.50 4990.60 251.70 4991.90 244.70 4992.30 243.10 4997.10 GR242.50 5000.00 243.70 5004.50 244.40 5011.00 253.20 5053.40 262.90 5100.80 NC0.0000 0.0000 0.0200 0.4000 0.6000 ET 0.00 9.10 9.10 9.10 0.00 0.00 0.00 0.00 4998. 5007.5 X111370. 17.0004998.0005007.500 95. 95. 95. 0.000 0.000 0.000 GR233.80 4813.10 232.50 4846.30 232.80 4877.90 234.30 4911.00 247.80 4911.30 GR249.50 4972.10 236.10 4973.40 236.30 4994.00 242.10 4995.40 232.20 4996.60 GR234.80 4998.00 232.00 5000.00 232.30 5002.80 233.60 5007.50 232.60 5033.90 GR236.40 5097.50 242.60 5139.60 ET 0.00 9.10 9.10 9.10 0.00 0.00 0.00 0.00 4994. 5008.00 X111275. 17.0004994.0005008.500 GR234.60 4918.10 232.10 4943.30 232.30 4963.00 238.50 4964.60 232.10 4967.70 GR230.60 4990.80 230.80 4994.00 225.50 4998.50 224.50 4999.00 224.00 5000.00 GR224.50 5001.00 225.50 5001.50 230.10 5008.50 229.70 5073.40 233.60 5154.10 GR239.80 5192.70 239.80 5203.90 EJ T1 GEORGE S. NOLTE AND ASSOCIATES T2 STORAGE DISCHARGE ANALYSIS-- P.JORGENSEN T3 SIERRA CREEK FINAL J1-10. 5. 1. .0244 354.17 J215. -1. ER-1.