C C 8. C 0. BEGINNING OF STUDY C 1676. U/S FACE OF FARM BRIDGE C 1756. U/S FACE OF RT 237 BRIDGE C 1906. U/S OF RT 237 BRIDGE C 2351. U/S OF MOUNTAIN VIEW-ALVISO ROAD BRIDGE C 4951. U/S FACE OF TASMAN DR. BRIDGE C 10136.END OF CONCRETE U-FRAME TRANSITION STRUCTURE C 10214.D/S FACE BOX CULVERT AT HWY 101 T1 SANTA CLARA COUNTY FLOOD INSURANCE STUDY 300-76.26.5 T2 GEORGE S. NOLTE & ASSOCIATES WHEELER (MOD 6/84 JM 1% DESIGN FLOW) T3 CALABAZAS CREEK PRELIMINARY FLOW RATES(10%Q=2800 J1 2. 18.4 J2-1. J3150. NC0.030 0.030 0.030 0.1 0.2 QT 24300. 2800. X10. 11. 53. 193. 0. 0. 0. 0. 0. 0. GR12.5 43. 12.5 53. 5. 78. 3. 98. -1. 103. GR-1.0 123. -1.5 141. 3. 147. 5. 166. 12.5 193. GR 12.5 205. X1250. 0. 250. 250. 250. 0.25 X1581. 0. 331. 331. 331. 0.25 X1681. 11. 53. 172. 100. 100. 100. GR13. 43. 13. 53. 5. 81. 3. 100. -1. 105. GR-1. 120. -1. 135. 3. 147. 3. 154. 13. 172. GR13. 178. X1881. 11. 53. 172. 200. 200. 200. GR13. 43. 13. 53. 5. 81. 3. 100. -2. 105. GR-2. 120. -2. 135. 3. 147. 3. 154. 13. 172. GR13. 178. X1981. 11. 53. 193. 100. 100. 100. GR13. 43. 13. 53. 5. 78. 3. 98. -2. 103. GR-2.0 123. -2.0 141. 3. 143.0 5. 147.0 13. 166.0 GR13. 193.0 X11101. 120. 120. 120. 0.0 X11351. 11. 53. 193. 250. 250. 250. GR13. 43. 13. 53. 5. 78. 3. 98. 0. 103. GR0. 123. -0.5 141. 3. 147. 5. 166. 13. 178.0 GR13. 193.0 X11451. 11. 53. 193. 100. 100. 100. GR13. 43. 13. 53. 5. 78. 3. 98. 0.5 103. GR0.5 123. 0.5 141. 3. 147. 5. 166. 13. 178.0 GR13. 193.0 X11576. 13. 82. 182. 125. 125. 125. GR16. 60. 14.1 62. 14.1 82. 5. 92. 5. 102. GR-1. 112. -1. 132. -1. 152. 5. 164. 5. 174. GR14.1 182. 14.1 202. 16. 204. X11676. 8.0 80. 184. 100. 100. 100. GR16.9 60. 16.9 72.0 14.7 80.0 -1. 100. -1. 128. GR-1. 156. 14.7 184. 16.9 200. QT 24300. 2800 X11756. 80. 80. 80. 0.1 X11906. 11. 53. 193. 150. 150. 150. GR13.5 43. 13.5 53. 5.5 78. 3.5 98. -1. 103. GR-1.0 123. -1.0 141. 3.5 147. 5.5 166. 13.5 178.0 GR13.5 193.0 X12286. 380. 380. 380. 0.2 X12351. 7. 53. 196. 65. 65. 65. GR13.9 43. 13.9 53. -2. 91. -2. 128. -2. 166. GR13.9 196. 13.9 206. X12751. 400. 400. 400. 0.1 X13151. 8. 53. 196. 400. 400. 400. GR14. 43. 14. 53. 1.0 81. 1.0 128. 1.0 151. GR1.0 167. 14. 196. 14. 208. X13451. 8. 53. 196. 300. 300. 300. GR14.1 43. 14.1 53. 0. 81. 0. 129. 0. 153. GR0. 170. 14.1 196. 14.1 208. X13751. 8. 53. 196. 300. 300. 300. GR14.4 43. 14.4 53. 1.0 80. 1.0 131. 1.0 150. GR1.0 168. 14.4 196. 14.4 207. X13816. 8. 52. 195. 65. 65. 65. GR14.5 40. 14.5 52. 1.5 80. 1.5 130. 1.5 150. GR1.5 166. 14.5 195. 14.5 205. X13876. 7. 42. 173. 60. 60. 60. GR14.5 30. 14.5 42. 1.0 66. 1.0 150. 1.0 161. GR14.5 173. 14.5 187. X14246. 7. 42. 173. 370. 370. 370. GR14.6 30. 14.6 42. 0.5 66. 0.5 150. 0.5 161. GR14.6 173. 14.6 187. X14346. 10. 36. 192. 100. 100. 100. GR14.6 26. 14.6 36. 1.0 80. 1.0 127. 1.0 160. GR4.0 164. 5.0 180. 12.5 180. 12.5 187. 14.6 192. X14651. 10. 47. 192. 305. 305. 305. GR14.7 37. 14.7 47. 1.0 82. 1.0 142. 1.0 163. GR4. 166. 5. 180. 12. 180. 12.5 187. 14.7 192. X14851. 10. 71. 212. 200. 200. 200. GR14.9 60. 14.9 71. 1.0 112. 1. 172. 1. 194. GR5. 196. 5.0 210. 12.9 210. 14.9 212. 14.9 223. X14951. 9. 107. 242. 100. 100. 100. GR14.8 95. 14.8 107. 3.9 131. 3.9 182. 1.1 185. GR1.1 240. 15.0 242. 14.8 245. 14.8 260. X15251. 8. 107. 240. 300. 300. 300. GR15. 95. 15. 107. 4.6 131. 4.6 182. 1.8 185. GR1.8 240. 15. 240. 15. 255. X15551. 300. 300. 300. 0.2 X15751. 8. 107. 240. 200. 200. 200. GR15.3 95. 15.3 107. 5.7 131. 5.7 182. 3.0 185. GR3.0 240. 15.3 240. 15.3 255. X16151. 8. 107. 240. 400. 400. 400. GR15.6 95. 15.6 107. 6.8 131. 6.8 182. 4.0 185. GR4.0 240. 15.6 240. 15.6 255. X16551. 8. 107. 240. 400. 400. 400. GR15.7 95. 15.7 107. 7.8 131. 7.8 182. 5.0 185. GR 5. 240. 15.7 240. 15.7 255. X16751. 200. 200. 200. 0.1 X16851. 8. 107. 240. 50. 50. 50. GR15.8 95. 15.8 107. 10.0 131. 10.0 156. 5.2 177. GR5.2 218.8 15.8 240. 15.8 255. X16881. 8. 107. 240. 80. 80. 80. GR16.0 95. 16. 107. 10.0 131. 10.0 156. 2.5 177. GR2.5 218.8 16. 240. 16. 255. X16951. 8. 107. 240.1 50. 50. 50. GR16.1 95. 16.1 107. 5.8 131. 5.8 182. 3.0 185. GR3.0 240. 16.1 240.1 16.1 255. X17251. 8. 107. 240.1 300. 300. 300. GR16.3 95. 16.3 107. 8.8 131. 8.8 182. 6.0 185. GR6.0 240. 16.3 240.1 16.3 255. X17551. 300. 300. 300. 0.4 QT 2. 4300. 2800 X17681. 8. 107. 240.1 130. 130. 130. GR16.75 95. 16.75 107. 9.8 131. 9.8 182. 7.0 188. GR7.0 240. 16.75 240.1 16.75 255. X18051. 8. 107. 240.1 370. 370. 370. GR17.0 95. 17.0 107. 10.8 120. 10.8 182. 8.0 188. GR8.0 240. 17.0 240.1 17.0 255. X18291. 240. 240. 240. 0.9 QT 4300. 2800 X18591. 300. 300. 300. 0.4 X18951. 360. 360. 360. 0.7 X19491. 8. 107. 240.1 540. 540. 540. GR20.1 100. 20.1 107. 14.3 120. 14.3 182. 11.5 185. GR11.5 240. 20.1 240.1 20.1 255. X19851. 8. 107. 240.1 360. 360. 360. GR21.2 100. 21.2 107. 13.3 120. 13.3 182. 10.5 186. GR10.5 240. 21.2 240.1 21.2 255. QT 2. 4300. 2800 X110051. 200. 200. 200. 1.0 X110066. 15. 15. 15. 0.1 X110106.8. 140. 240. 40. 40. 40. GR22.6 107. 22.5 140. 11.8 169. 11.8 190. 11.8 206. GR11.8 220. 22.5 240. 22.5 250. X110136.7. 165. 240. 30. 30. 30. GR22.6 107. 22.6 165. 11.98 165. 11.98 208. 11.98 240. GR22.6 240. 22.6 250. X110156. 20. 20. 20. 0.02 SB1.25 3.56 2.6 38. 38. 2.5 213. 0. 12.8 12.5 X110214.7. 180. 220. 58. 58. 58. X2 1. 0. 0. GR22.5 107. 22.5 180. 12.5 180. 12.5 200. 12.5 220. GR22.5 220. 22.5 240. EJ T1 CALABAZAS CREEK: GUAD. SLOUGH TO D/S HWY. 101 T2 PROFILE ADDED 12/88 T3 CALABAZAS CREEK 10% FLOW = 2800 cfs J1 3. 10.5 J215. ER