T1 SANTA CLARA COUNTY FLOOD INSURANCE STUDY 300-76.21.5 T2 G.S. NOLTE AND ASSOCIATES T3 ADOBE CREEK J1 2. 1. -1. 20. J2-1. J3160. NC.035 .030 .015 .1 .2 QT1. 1400. 1400. 1400. 1580. X120272.6. 990. 1008. 10. 10. 10. GR23.3 988. 23.3 990. 14.2 995. 14.3 1005. 23.1 1008. GR23.2 1012. X120262.6. 988. 1008. 81. 81. 81. GR23.2 985. 23.2 988. 12.4 995. 12.4 1005. 22.9 1008. GR23. 1012. X120181.7. 988.2 1010.1 208. 208. 208. GR20.8 986.3 20.7 988.2 12.1 995. 12.1 1000. 12.1 1005. GR21.2 1010.1 21.4 1011.3 X119973.7. 990.4 1010.2 175. 175. 175. GR20.2 989.3 20.2 990.4 11.2 995. 11.2 1000. 11.2 1005. GR20.6 1010.2 20.6 1011.2 X119798.7. 993. 1011.9 98. 98. 98. GR19.9 991.3 19.9 993. 10.5 995. 10.6 1000. 10.7 1005. GR19.8 1011.9 19.8 1013.7 X119700.6. 993. 1011.9 35. 35. 35. GR19.7 991.3 19.7 993. 10.3 995. 10.3 1005. 19.6 1011.9 GR19.6 1013.7 X119665.5. 992. 1027. 25. 25. 25. GR19.6 992. 19.6 994. 10.2 994.5 10.2 1020. 19.6 1027. NC .35 .4 X119640.6. 994. 1017. 20. 20. 20. GR19.6 992. 19.6 994. 10.2 994.5 10.2 1005. 19.4 1017. GR19.4 1025. X119620.13. 992.6 1007.4 105. 105. 105. .2 X2 1. 18.0 19.5 GR19.3 962.5 17.8 992.6 12.6 992.7 12.6 994.1 11.1 994.2 GR9.6 995.2 9.6 1000. 9.6 1004.8 11.1 1005.8 12.6 1005.9 GR12.6 1007.3 17.8 1007.4 19.3 1037.5 X119515. 35. 35. 35. -.2 NC.035 .030 .015 .1 .2 X119480.7. 986.7 1013.4 163. 163. 163. .5 GR17.3 981.3 16.8 986.9 8.7 995. 8.7 1000. 8.7 1005. GR16.8 1013.4 17.1 1021. X119317. 201. 201. 201. -.5 X119116.7. 986.4 1013. 240. 240. 240. GR16.3 980.6 16.1 986.4 8. 995. 8. 1000. 8. 1005. GR16. 1013. 16.3 1021.4 X118876.7. 991.5 1015. 166. 166. 166. GR17.9 977.5 15.7 985. 7.6 992.5 7.6 1000. 7.8 1007.7 GR15.6 1015. 16. 1021. X118710.7. 984. 1016. 180. 180. 180. GR15.3 981. 15. 984. 7. 995. 7. 1000. 7. 1005. GR15. 1016. 15.2 1019.2 X118530.5. 986.5 1013.3 221. 221. 221. GR14.3 986.5 6. 995. 6. 1000. 6. 1005. 14.2 1013.3 ET 9.1 9.1 9.1 9.1 986.4 1013.4 X118309.7. 987. 1013. 120. 120. 120. GR13.7 979.8 13.7 987. 5.5 995. 5.5 1000. 5.5 1005. GR13.7 1013. 13.7 1020. ET 9.1 9.1 9.1 9.1 986.4 1013.4 X118530.5. 986.5 1013.3 221. 221. 221. GR14.3 986.5 6. 995. 6. 1000. 6. 1005. 14.2 1013.3 X118189.6. 987. 1013. 73. 73. 73. GR13.6 979.8 13.6 987. 5.4 995. 5.4 1005. 13.6 1013. GR13.6 1020. ET 9.1 9.1 9.1 9.1 986.4 1013.4 X118116.7. 987. 1013. 28. 28. 28. GR13.2 980. 13.2 987. 5.2 995. 5.2 1000. 5.2 1005. GR13.2 1013. 13.2 1020. X118088.11. 993.4 1006.5 88. 88. 88. .2 X2 1. 13.2 14.4 GR14.5 970. 13. 993.4 6.9 993.5 6.9 994.7 4.9 996.2 GR4.9 1000. 4.9 1003.8 6.9 1005.3 6.9 1006.5 13. 1006.6 GR14.2 1030. X118000. 30. 30. 30. -.2 X117970.5. 986.9 1013.3 220. 220. 220. .7 GR12.1 986.9 4. 995. 4. 1000. 4. 1005. 12.1 1013.3 X117750.5. 986.9 1013.3 462. 462. 462. GR12.1 986.9 4. 995. 4. 1000. 4. 1005. 12.1 1013.3 EJ ER