C C 12. C 80. CALERA CREEK FINAL JUNE 1978 C 80. CROSS SECTIONS LEFT TO RIGHT LOOKING DOWNSTREAM C 133. SPRR DOUBLE SPAN WOOD PIER AND BEAM BRIDGE C 164. PONDING BEHIND RR CONFINED BY LEVEE 1/2 MILE SOUTH RAISE TERRAIN N C 198. WPRR DOUBLE SPAN WOOD PIER AND BEAM BRIDGE. C 222. PONDING BEHIND WPRR DUE TO LOW AREAS ADJACENT TO CREEK AND LIMITED C 222. CAPACITY OF BRIDGE AND CHANNEL C 222. X-SECTION ENCROACHED TO EFFECTIVE FLOW AREA AT ENTRANCE TO BRIDGE AND C 222. NOT FULL POND WIDTH. C 681. FLOW RATE CHANGED DUE TO POND ROUTING. C 741. NORTH MILPITAS BLVD. DBL 7.5X10 BOX CULVERT. C 741. T1 GEORGE S. NOLTE AND ASSOCIATES 300-76-04-27.5 T2 STORAGE DISCHARGE ANALYSIS-- P.JORGENSEN T3 CALERA CREEK FINAL J1-10. 3. 11.60 J21. -1. J338. 24. 22. 23. 21. 42. 43. 1. 26. 14. J34. 19. 6. NC.025 .025 .025 .1 .2 QT5. 440. 410. 380. 280. 580. ET 9.1 9.1 9.1 9.1 4851. 5075. X1 80. 14. 4987.9 5013.9 GR 7.2 4858.6 7. 4930.3 7.8 4975.6 9.4 4987.9 4.2 4996.3 GR 4.2 5000. 4.3 5005. 8.7 5013.9 9. 5037.5 8.5 5057.2 GR 15.8 5070.9 15.9 5079.7 8.6 5092.7 8.4 5167.2 ET 9.1 4968.5 5063.1 X1 133. 19. 4985.1 5016.2 50. 41. 53. GR 9.7 4837.9 9.7 4906.9 9.6 4957.2 13.4 4968.5 13.3 4975.3 GR 11.4 4980.5 11.5 4985.1 7. 4995.8 7. 5000. 7.1 5007. GR 11.5 5016.2 10.5 5047. 12.4 5053.6 12.5 5063.1 9.8 5069.3 GR 8.5 5114.8 8.5 5192.9 8. 5286.4 8.2 5389.9 NC .025 .025 .025 .1 .3 ET 9.1 4984. 5014. SB 1. 1.65 2.6 9. 1. 54.9 3. 7.7 7. X1 164. 19. 4984.6 5017.8 54. 49. 31. X2 1. 10.7 12.8 BT 19. 4604.5 13. 12. 4740.7 13.1 12.1 4746. 13.1 8.7 BT4845.512.8 9.4 4921.2 12.7 8.8 4961.4 12.7 11.6 4984.6 BT 12.7 12.4 4986. 12.7 10.7 4994.9 12.7 10.7 5000. 12.8 BT 10.7 5008.3 12.6 10.7 5014. 12.4 10.7 5017.8 12.4 12.2 BT5044.812.5 10.9 5097.9 12.6 8.1 5198.4 12.5 7.2 5318.6 BT 12.4 10.2 5392.6 12.5 10.7 5426.1 12.5 11.5 GR 12. 4604.5 12.1 4740.7 8.7 4746. 9.4 4845.5 8.8 4921.2 GR 11.6 4961.4 12.4 4984.6 12.3 4986. 8.3 4994.9 7.7 5000. GR 8.5 5008.3 12.1 5014. 12.2 5017.8 10.9 5044.8 8.1 5097.9 GR 7.2 5198.4 10.2 5318.6 10.7 5392.6 11.5 5426.1 ET 9.1 4975. 5018. X1198. 12. 4975.6 5018.2 34. 34. 34. GR9.5 4777.6 9.6 4880.1 10.5 4947.8 13.3 4975.6 10.6 4986.3 GR8.4 4998.7 8.4 5000. 8.5 5002.9 12.9 5009.3 14.1 5018.2 GR11.7 5076.2 12.5 5176.3 SB1. 1.66 2.6 9. 1. 59.5 3. 9. 9.7 ET 9.1 4981. 5020. X1222. 18. 4992. 5020. 24. 24. 24. X2 1. 12. 15.8 BT18. 4683.9 16.2 14.6 4771.6 15.9 15.9 4858. 16. 16. BT4866.516. 12.3 4871.7 16. 12.4 4892.1 16. 15.5 4929.6 BT16. 15.8 4948.3 16. 13.7 4968.8 16. 13. 4992. 16. BT14. 4992.1 16. 12. 5007. 16. 12. 5009.9 16. 12. BT5016. 16. 12. 5020. 16. 12. 5148.7 15.8 11.2 5236. BT15.8 11.3 5313.6 15.8 10.6 GR14.6 4683.9 15.9 4771.6 16. 4858. 12.3 4866.5 12.4 4871.7 GR15.5 4892.1 15.8 4929.6 13.7 4948.3 13. 4968.8 14. 4992. GR10.5 4992.1 10.5 5007. 8.5 5009.9 8.5 5016. 12. 5020. GR11.2 5148.7 11.3 5236. 10.6 5313.6 QT 5. 410. X1337. 18. 4986. 5011.1 115. 115. 115. GR11. 4828.8 11. 4913. 11.2 4986. 9. 4994.4 9. 5000. GR9.1 5004.5 17. 5011.1 17. 5013.4 14.6 5013.4 14.7 5025.6 GR14. 5039.7 13.2 5045.4 13.7 5060.4 13.2 5060.4 13.7 5063.1 GR10.9 5063.2 11. 5077.1 11.7 5152.2 NC .025 .1 .2 ET 9.1 4800.1 5016.4 X1 539. 11. 4986.5 5012.9 194. 193. 193. GR 12.1 4800.1 11.1 4937. 11.8 4986.5 9. 4996.8 9.1 5000. GR 9.1 5004.1 14.9 5012.9 14.9 5016.4 12.7 5020.7 11.8 5088.5 GR 11.9 5151.7 QT 5. 465. 465. 465. 440. ET 9.1 4884. X1 681. 16. 4984.8 5014.7 144. 154. 142. GR 12.1 4803.6 15.7 4884.5 17.8 4927.7 14.3 4968.1 14.2 4984.8 GR 11.9 4991.8 6.9 4997. 6.9 5000. 6.9 5002.4 15.8 5014.7 GR 15.8 5051. 15.9 5078.9 15.5 5080.4 15.9 5116.8 15.6 5116.8 GR 14.2 5145.5 ET 9.1 4911. X1 741. 16. 4985.6 5014.7 68. 63. 59. GR 13. 4845.5 13.5 4899.5 17.6 4911.6 17.6 4919.4 17.2 4919.4 GR 18.1 4946.3 18.1 4973.4 18.8 4974.1 17.9 4985.6 7.5 4991.3 GR 7.5 5000. 7.5 5010.1 17.3 5014.7 18.1 5032.1 17.7 5071.4 GR 16.2 5130.4 NC .025 .025 .02 .3 .5 SB .9 1.48 2.6 21. 1. 150. 7.5 7.5 ET 9.1 4986. 5035. X1 873. 23. 4986.8 5016. 151. 102. 132. X2 1. 15. 19.4 BT 23. 4762.2 18.8 15.8 4847.1 19.2 14.7 4923.7 19.6 14.5 BT4956.819.7 14.9 4986.8 19.7 15.9 4990. 19.7 15.8 4990.1 BT 19.6 15. 5000. 19.4 15. 5009.9 19.7 15. 5010. 19.7 BT 15. 5016. 19.7 15.8 5035.4 19.4 15.9 5047.7 19.2 14.1 BT5061.419. 15.8 5123.4 18.1 15.7 5157.1 17.7 14.8 5160.5 BT 17.6 14.3 5233.6 16.6 13.2 5336.5 15.4 11.7 5450. 14.5 BT 10.9 5567.4 14.2 11.1 5703.8 14.9 11.9 5811.4 15.3 12.3 GR 15.8 4762.2 14.7 4847.1 14.5 4923.7 14.9 4956.8 15.9 4986.8 GR 15.8 4990. 7.5 4990.1 7.5 5000. 7.5 5009.9 15. 5010. GR 15.8 5016. 15.9 5035.4 14.1 5047.7 15.8 5061.4 15.7 5123.4 GR 14.8 5157.1 14.3 5160.5 13.2 5233.6 11.7 5336.5 10.9 5450. GR 11.1 5567.4 11.9 5703.8 12.3 5811.4 EJ T1 GEORGE S. NOLTE AND ASSOCIATES 300-76-04-27.5 T2 STORAGE DISCHARGE ANALYSIS-- P.JORGENSEN T3 CALERA CREEK FINAL J1 5. 11.6 J215. ER