C C 26. C 1. CONFLUENCE WITH SILVER CREEK C 1. STARTING W.S. FROM CRITICAL DEPTH AT FIRST X-SECTION. C 1. CROSS SECTIONS LOOK DOWNSTREAM C 172. FARRINGTON DRIVE C 172. RECT. OPENING 6 FT. WIDE BY 4 FT. HIGH C 172. WARPED WINGWALLS U/S 10 FT. LONG C 1597. WHITE ROAD C 1597. RECT. OPENING 4 FT. WIDE BY 6 FT. HIGH C 1597. WARPED WINGWALLS U/S 10 FT. LONG C 2575. LOCKNER DRIVE C 2575. RECT. OPENING 8 FT. WIDE BY 4 FT. HIGH C 2575. WARPED WINGWALLS U/S 10 FT. LONG C 4575. END CONCRETE LINED U CHANNEL C 4575. FROM STRIP TOPO 11-30-72 C 4660. PRIVATE DRIVEWAY C 4660. TRAP OPENING C 4792. PRIVATE DRIVEWAY C 4792. UNSYMMETRICAL TRAP. OPENING C 4792. 6.5 FT. HIGH C 4965. PRIVATE DRIVEWAY C 4965. UNSYMMETRICAL TRAP. OPENING C 4965. 6.2 FT. HIGH C 5058. CLAYTON ROAD.UNSYMMETRICAL TRAP. OPENING C 5083. 8 FT.BOTTOM WIDTH C 5083. BEGIN VALLEY CHANNEL X-SECTION TAKEN FROM SCVWD STRIP TOPO 11- -72 C 5083. WITH INVERTS FROM CONSTRUCTION PLANS 30 T1 SANTA CLARA COUNTY FLOOD INSURANCE STUDY 300-76 4.5 T2 G.S. NOLTE AND ASSOC. B. WIDEN .2 T3 SOUTH BABB CREEK J1 2. -1. J2 1. -1. J338. 24. 22. 23. 21. 42. 43. 1. 26. 14. J34. 19. 6. NC.025 .025 .015 .1 .2 QT1. 290. X11. 6. 993. 1007. GR125.9 985. 124.4 993. 119.9 998. 119.9 1002. 124.4 1007. GR128.4 1015. X180. 79. 79. 79. 1.1 X1120. 6. 996.9 1003.1 40. 40. 40. GR127.6 985. 127.1 996.9 121.6 997. 121.6 1003. 127.1 1003.1 GR126.6 1015. SB 1.50 2.5 30. 6. 24. QT 390. X1172. 52. 52. 52. .8 X2 1. 126.4 127.9 X1220. 6. 993. 1007. 48. 48. 48. GR131.5 985. 127.5 993. 123. 998. 123. 1002. 127.5 1007. GR131.5 1015. X1400. 180. 180. 180. 2.4 X1600. 200. 200. 200. 2.7 X1800. 200. 200. 200. 2.6 X11000. 200. 200. 200. 2.7 X11200. 200. 200. 200. 2.3 X11400. 6. 993. 1007. 200. 200. 200. GR148. 985. 143. 993. 138.5 998. 138.5 1002. 143. 1007. GR148. 1015. NC .2 .3 X11442. 6. 997.9 1002.1 42. 42. 42. GR148.5 985. 146.5 997.9 139.5 998. 139.5 1002. 146.5 1002.1 GR148.5 1015. SB 2.03 2.5 30. 6. 24. QT 565. X11597. 155. 155. 155. 4.1 X2 1. 149.6 152.6 X11650. 6. 993. 1007. 53. 53. 53. GR157.1 985. 149.1 993. 144.6 998. 144.6 1002. 149.1 1007. GR154.4 1015. NC .1 .2 X11850. 200. 200. 200. 4.4 X12050. 200. 200. 200. 4.7 X12250. 200. 200. 200. 4.8 X12450. 200. 200. 200. 4.6 QT 525. X12515. 6. 995.9 1004.1 65. 65. 65. GR171.5 985. 172. 995.9 164.5 996. 164.5 1004. 172. 1004.1 GR172.5 1015. SB 1.50 2.5 30. 6. 32. QT 890. X12575. 60. 60. 60. 1. X2 1. 169.5 173. X12620. 6. 993. 1007. 45. 45. 45. GR177.8 985. 170.8 993. 166.3 998. 166.3 1002. 170.8 1007. GR175.3 1015. X12820. 200. 200. 200. 3.3 X13020. 6. 993. 1007. 200. 200. 200. GR184.8 985. 177.8 993. 173.3 998. 173.3 1002. 177.8 1007. GR178.8 1015. X13220. 200. 200. 200. 3.8 X13420. 200. 200. 200. 3.9 X13620. 200. 200. 200. 3.7 X13820. 200. 200. 200. 2.8 X13920. 6. 993. 1007. 100. 100. 100. GR196.4 985. 193.4 993. 188.9 998. 188.9 1002. 193.4 1007. GR194.9 1015. X14100. 180. 180. 180. 2.4 X14300. 200. 200. 200. 2.8 X14522. 222. 222. 222. 3. NC.025 .025 X14575. 5. 994.3 1010. 53. 53. 53. GR205.5 994.3 198. 998. 198. 1002. 201. 1005. 205.5 1010. QT 730. X14632. 6. 993.4 1006.6 57. 57. 57. X51. 204. GR205.5 993.4 201. 993.5 199. 996.5 199. 1003.5 201. 1006.5 GR205.5 1006.6 SB 1.50 2.5 13.2 7. 52.5 QT 890. X14660. 28. 28. 28. .3 X2 1. 203.8 205.8 X14720. 6. 996.7 1010.1 60. 60. 60. GR206.5 996.7 203.5 996.8 200. 998.8 200. 1001.3 203.5 1010. GR206.5 1010.1 QT 820. X14778. 68. 68. 68. .6 X51. 206.9 SB 1.34 2.5 13.4 2.5 67.1 QT 890. X14792. 14. 14. 14. .3 X2 1. 207.4 208.4 X14870. 9. 987.5 1022.5 78. 78. 78. GR210. 987.5 208. 991.5 206. 993.5 204. 996.5 201.3 998.5 GR201.3 1001.5 204. 1003.5 206. 1012.5 208. 1022.5 X14951. 12. 985.4 1017.6 81. 81. 81. GR211.3 985.4 209.3 990.4 207.3 992.4 205.3 995.4 203.3 997.4 GR203.1 997.5 203.1 1002.5 203.3 1002.6 205.3 1005.6 207.3 1008.6 GR209.3 1010.6 211.3 1017.6 SB 1.35 2.5 30. 5. 78.6 X14965. 14. 14. 14. .3 X2 1. 210. 211.6 X15000. 35. 35. 35. .4 X15028. 5. 995.9 1017.1 28. 28. 28. GR211.5 995.9 204. 996. 204. 1004. 208. 1017. 211.5 1017.1 SB 1.33 2.5 30. 8. 131.5 X15058. 30. 30. 30. .3 X2 1. 211.8 214. X15083. 13. 979. 1019. 25. 25. 25. GR218. 770. 216. 934. 214. 979. 212. 986. 210. 991. GR204.7 1000. 210. 1009. 212. 1014. 214. 1019. 214. 1137. GR216. 1169. 222. 1200. 224. 1216. NC.035 .035 .05 X15250. 13. 947. 1021. 165. 165. 165. GR218.5 720. 218. 947. 216. 974. 214. 982. 212. 988. GR210. 993. 208.4 1000. 210. 1004. 212. 1009. 214. 1013. GR216. 1017. 218. 1021. 220. 1042. ET 9.1 9.1 947. 1021. X15457. 16. 991. 1013. 207. 207. 207. GR220. 788. 222. 908. 222. 973. 220. 991. 218. 993. GR216. 995. 214. 997. 213.2 1000. 214. 1006. 216. 1008. GR218. 1011. 220. 1013. 222. 1024. 226. 1035. 228. 1049. GR230. 1052. X15636. 15. 983. 1026. 179. 179. 179. GR226. 909. 224. 983. 222. 986. 220. 989. 218. 992. GR216. 996. 215.5 1000. 216. 1004. 218. 1007. 220. 1012. GR222. 1019. 224. 1026. 226. 1033. 228. 1039. 230. 1050. X15900. 13. 985. 1011. 264. 264. 264. GR238. 840. 236. 855. 234. 945. 232. 975. 230. 985. GR228. 989. 226. 992. 224. 995. 222. 997. 221. 1000. GR222. 1003. 230. 1011. 240. 1047. X16180. 15. 937. 1010. 280. 280. 280. GR246. 846. 244. 879. 242. 891. 240. 937. 238. 953. GR236. 967. 234. 978. 232. 988. 230. 998. 229.7 1000. GR230. 1002. 240. 1010. 242. 1038. 244. 1084. 246. 1152. X16423. 14. 956. 1029. 243. 243. 243. GR248. 838. 246. 854. 244. 956. 242. 977. 240. 993. GR238. 996. 236.3 1000. 238. 1004. 240. 1007. 244. 1029. GR246. 1044. 248. 1057. 250. 1079. 252. 1098. X16640. 15. 991. 1008. 217. 217. 217. GR256. 810. 254. 832. 252. 839. 250. 894. 248. 949. GR246. 991. 244. 998. 242.1 1000. 244. 1002. 246. 1005. GR248. 1008. 250. 1031. 252. 1043. 254. 1059. 256. 1073. X16855. 15. 980. 1018. 215. 215. 215. GR260. 820. 258. 836. 256. 872. 254. 879. 252. 898. GR250. 980. 248. 992. 246.2 1000. 248. 1009. 250. 1012. GR252. 1015. 254. 1018. 256. 1022. 258. 1033. 260. 1055. X16975. 17. 979. 1027. 120. 120. 120. GR264. 934. 262. 948. 260. 958. 258. 969. 256. 979. GR254. 984. 252. 988. 250. 994. 248.2 1000. 250. 1006. GR252. 1013. 254. 1019. 256. 1027. 258. 1045. 260. 1070. GR262. 1085. 264. 1100. X17185. 16. 990. 1020. 210. 210. 210. GR268. 948. 266. 969. 264. 978. 262. 985. 260. 990. GR256. 994. 254. 997. 253.1 1000. 254. 1003. 256. 1010. GR258. 1015. 260. 1020. 262. 1041. 264. 1059. 266. 1087. GR268. 1100. X17403. 16. 989. 1143. 218. 218. 218. GR282. 952. 280. 965. 274. 984. 272. 986. 270. 989. GR260. 996. 257.8 1000. 260. 1004. 264. 1032. 266. 1082. GR268. 1115. 270. 1143. 272. 1162. 278. 1185. 280. 1195. GR282. 1202. X17520. 17. 971. 1031. 117. 117. 117. GR290. 743. 288. 780. 286. 816. 284. 836. 284. 971. GR282. 975. 280. 978. 270. 985. 268. 989. 264. 994. GR261.7 1000. 264. 1006. 266. 1010. 268. 1014. 270. 1019. GR280. 1031. 280. 1036. EJ T1 SANTA CLARA COUNTY FLOOD INSURANCE STUDY 300-76 4.5 T2 G.S. NOLTE AND ASSOC. B. WIDEN .2 T3 SOUTH BABB CREEK J1-10. 2. -1. J215. -1. ER