C C 7. C 22038.ADOBE CREEK C 22742.ALMA ST. 9.5'X17'X96' SBL. C 22894.SACKED CHANNEL BETWEEN SPRR. AND ALMA C 22894.SPRR. SEMICIRCULAR W/ VERTICAL SIDES C 24336.FOOTBRIDGE OVER TRAP. CHANNEL UP STREAM 30 FT. C 25593.EL CAMINO REAL 10.5'X18'X160' C 25593.AND HEADWALL T1 GEORGE S. NOLTE AND ASSOCIATES 300-76-2 T2 STORAGE-DISCHARGE ANALYSIS--P. JORGENSEN T3 ADOBE CREEK-BELOW ALMA TO EL CAMINO REAL--500YEARFLOOD J1 2. .003 -1. 31. J21. J338. 43. 14. 42. 4. 53. 54. 25. 27. 28. J350. 61. 1. 38. 43. 23. 24. 26. 7. 6. J353. 54. 34. 4. 3. 1. NC.06 .06 .015 .1 .2 QT6. 1900. 1900. 1900. 1570. 1900. 1900. X122038.9. 33.8 64.3 GR 39.5 0.0 31.4 14.5 31.4 33.8 21.3 44.3 21.3 49.8 GR 21.3 52.6 30.8 64.3 31.5 77.7 39.7 81.3 X122216.9. 83.0 115.9 178.5 178.5 178.5 GR 33.4 0.0 33.6 52.2 33.1 83.0 23.3 93.6 23.3 99.3 GR 23.4 104.9 33.8 115.9 33.9 130.1 41.8 134.1 X122480.9. 41.3 75.9 263.6 263.6 263.6 GR 44.5 0.0 36.0 11.1 35.9 41.3 26.1 56.5 26.1 60.5 GR 26.1 65.9 34.8 75.9 34.0 119.9 42.8 147.8 X122685.8. 19.1 60. 205.2 205.2 205.2 GR 48.4 0.0 35.7 19.1 26.3 34.7 26.0 41.4 26.2 49.0 GR 35.6 60.0 36.2 90.3 45.6 101.6 NC .45 .2 X122742.7. 32.0 75.7 56.6 56.6 56.6 X310. 35.9 35.9 GR 38.1 0.0 38.1 32.0 26.4 52.5 26.4 62.2 26.4 66.3 GR 37.1 75.7 44.3 86.7 SB 1.59 2.6 17. 161. 28.0 26.4 QT6. 2884. 2700. 2470. 1570. 2884. 2700. X122869.11. 108.3 145.1 55.3 55.3 55.3 X2 1. 37.5 39.5 X310. 37.5 37.5 BT11. 38.4 36.9 64.8 38.5 38.3 108.3 38.9 38.4 BT125. 39. 28. 125.1 39. 37.5 134.1 39. 37.5 142. BT39.2 37.5 142.1 39.2 28. 145.1 39.2 38.7 185.1 39.3 BT37.7 222.7 39.3 37.8 GR36.9 38.3 64.8 38.4 108.3 28. 125. 28. 125.1 GR28. 134.1 28. 142. 28. 142.1 38.7 145.1 37.7 185.1 GR37.8 222.7 NC .02 .5 .7 QT6. 1400. 1400. 1400. 1400. 1400. 1400. X122894.9. 101.3 148.3 25.2 25.2 25.2 X310. 35.7 35.7 GR 37.5 0.0 38.3 59.2 38.6 101.3 28.2 114.9 28.2 124.9 GR 28.2 138.4 38.6 148.3 38.2 232.0 37.3 288.4 SB 1.59 2.6 16.5 161.5 27.6 28.2 QT6. 3120. 2760. 2520. 1580. 3120. 2760. X122945.19. 86.5 126. 36.3 36.3 36.3 X2 1. 35.5 38. X310. 35.1 35.1 BT19. 40. 37.2 63.4 40. 38. 86.5 40. 38.3 BT100. 40.1 25. 100. 40.1 30.5 101.6 40.1 32.8 104. BT40.1 34.5 108. 40.1 35.5 112. 40.1 34.5 114.4 40.1 BT32.8 116. 40.1 30.5 116. 40.1 25. 126. 40.2 39. BT157.7 40.3 38.8 192.7 40.4 38.2 200. 38. 38. 210. BT38. 38. 230. 38.5 38.5 230.1 42. 42. GR37.2 38.0 63.4 38.3 86.5 25. 100. 25. 100. GR25. 101.6 25. 104. 25. 108. 25. 112. 25. 114.4 GR25. 116. 25. 116. 39. 126. 38.8 157.7 38.2 192.7 GR38. 200. 38. 210. 38.5 230. 42. 230.1 X122981.9. 66.8 113.1 36.3 36.3 36.3 GR 38.6 39.3 32.2 38. 66.8 27.9 84.7 27.9 89.6 GR 27.9 94.8 39. 113.1 38.8 185.4 38.2 217. NC .015 .1 .2 X123356.4. 39. 411. 411. 411. GR40.4 29.6 16. 29.6 26. 40.4 41. X123731.6. 48. 375. 375. 375. GR44.3 40.3 6. 30.3 21. 30.3 30. 40.3 45. GR42.8 48. X123756. 25. 25. 25. 2.7 X123831. 75. 75. 75. .2 X124111. 280. 280. 280. .6 X124336. 225. 225. 225. .3 X124361. 25. 25. 25. 2.7 X124436. 75. 75. 75. .13 X124668. 232. 232. 232. .14 X124681. 13. 13. 13. 2.7 X124781. 100. 100. 100. .25 X125021. 240. 240. 240. .31 X125197. 176. 176. 176. .37 X125211. 14. 14. 14. 2.7 X125296. 85. 85. 85. .15 X125461. 165. 165. 165. .30 X125661. 200. 200. 200. .36 NC .3 .2 X125593.8. 61.8 129.2 45.7 45.7 45.7 X310. 53. 53. GR 59.3 0.0 60.7 35.9 60.1 61.8 47. 92.8 47. 98.1 GR 47. 103.3 57.7 129.2 59.8 156.5 SB 1.61 2.6 18. 189. 47.6 43.9 X125794.9. 49.7 109.2 88.2 88.2 X2 1. 58.5 61.2 X310. 58. 58. BT9. 61.2 61.2 49.7 61.3 60. 62.1 61.4 47.6 BT62.1 61.4 58. 70.1 61.4 58. 80. 61.4 58. 80. BT61.4 47.7 109.2 61.6 60.2 162.8 61.7 61.7 GR61.2 60. 49.7 48. 62.1 48. 62.1 48. 70.1 GR47.7 80. 47.7 80. 60.2 109.2 61.7 162.8 X125869.9. 66.4 119. 74.7 74.7 74.7 GR 59.7 0.0 59.9 38.4 60.6 66.4 48.3 90 48.3 96.5 GR 48.3 99.7 60.2 119.0 61.9 130.7 62.3 163.2 EJ T1 GEORGE S. NOLTE AND ASSOCIATES 300-76-2 T2 STORAGE-DISCHARGE ANALYSIS--P. JORGENSEN T3 ADOBE CREEK-BELOW ALMA TO EL CAMINO REAL--100YEARFLOOD J1 3. .003 -1. 30. J22. T1 GEORGE S. NOLTE AND ASSOCIATES 300-76-2 T2 STORAGE-DISCHARGE ANALYSIS--P. JORGENSEN T3 ADOBE CREEK-BELOW ALMA TO EL CAMINO REAL-- 50YEARFLOOD J1 4. .003 -1. 27. J23. T1 GEORGE S. NOLTE AND ASSOCIATES 300-76-2 T2 STORAGE-DISCHARGE ANALYSIS--P. JORGENSEN T3 ADOBE CREEK-BELOW ALMA TO EL CAMINO REAL-- 10YEARFLOOD J1 5. .003 -1. 25. J215. ER