C C 5. C 6000. PERMANENT CREEK C 6000. IN MOUNTAIN VIEW SLOUGH C 8506. END OF LAND FILL C11271. CHARLSTON ROAD C12693. BAYSHORE FREEWAY T1 GEORGE S. NOLTE AND ASSOCIATES 300-76-2 T2 STORAGE DISCHARGE ANALYSIS--P.JORGENSEN T3 PERMANENTE CREEK-BAYLANDS 500YEAR FLOOD--PRELIMINARY J1 3. -1. 8.0 J21. J338. 43. 14. 42. 4. 53. 54. 25. 27. 28. J350. 61. 0. 38. 43. 23. 24. 26. 7. 6. J353. 54. 34. 4. 3. 1. NC.030 .030 .030 .1 .3 QT4. 2400. 2000. 1400. 1173. X1 60008. 842. 1125. 580. 580. 580. GR9.4 842. 2.3 885. 1.8 959. -1.8 1000. -1.7 1054. GR1.4 1095. 5.6 1102. 8.6 1125. X1 634012. 890. 1205. 340. 340. 340. GR10.1 890. 9.5 905. 8.9 935. 2.9 965. 1.7 977. GR-.7 1000. -.6 1018. 2.4 1045. 2.5 1145. 8.5 1168. GR8.5 1185. 10.3 1205. X1 69595. 950. 1017. 619. 619. 619. GR9.2 950. .6 968. -.1 990. -.8 1000. 9.5 1017. X17279. 7. 940. 1015. 320. 320. 320. GR10.1 940. 9.5 951. 4.6 961. 1. 965. .4 985. GR-.2 1000. 10.1 1015. X17584. 6. 952. 1017. 305. 305. 305. GR10. 952. 4.6 962. 1. 968. .4 980. .4 1000. GR10.8 1017. X17934. 8. 962. 1039. 350. 350. 350. GR10.4 962. 4.4 972. 1.4 977. .2 985. .2 1000. GR.8 1009. 9.3 1018. 10. 1039. X18206. 7. 968. 1038. 272. 272. 272. GR11. 968. 10.4 978. 5.7 989. .8 992. -.4 1000. GR.9 1021. 9.4 1038. X18506. 6. 945. 1030. 300. 300. 300. GR9.1 945. 8.6 960. 1.9 979. 1.4 1000. 8.7 1010. GR9.3 1030. X18776. 5. 980. 1037. 270. 270. 270. GR9.4 980. 8.2 995. 1.6 1000. 1.6 1026. 10. 1037. X19071. 4. 990. 1040. 295. 295. 295. GR9.8 990. 1.4 1000. 1.4 1030. 11.1 1040. X19356. 5. 987. 1046. 285. 285. 285. GR11.2 987. 2.2 1000. 2.3 1023. 10.2 1035. 10.8 1046. X19671. 5. 986. 1037. 315. 315. 315. GR11. 986. 2.6 1000. 2.7 1011. 3.3 1022. 11.2 1037. X19991. 4. 991. 1036. 320. 320. 320. GR11.1 991. 3.3 1000. 3.3 1020. 11.2 1036. X110296 4. 989. 1041. 305. 305. 305. GR12.2 989. 3.8 1000. 3.8 1032. 11.7 1041. X1 105864. 989. 1035. 290. 290. 290. GR13.2 989. 4.8 1000. 5.4 1021. 12. 1035. X110896 4. 985. 1030. 310. 310. 310. GR12.4 985. 4. 1000. 4. 1015. 13.1 1030. X111181 4. 991. 1040. 285. 285. 285. GR13.4 991. 5. 1000. 5. 1021. 14.1 1040. NC .02 X111271 4. 1000. 1020. 90. 90. 90. X310. 11.2 11.2 GR14. 1000. 5.2 1000. 5.2 1020. 14. 1020. SB 1.51 2.6 20. 120. 5.2 5.2 X111293 4. 1000. 1020. 22. 22. 22. X2 1. 11.5 14. X310. 5.2 5.2 BT4. 1000. 14. 14. 1000. 17. 11.5 1020. 17. 11.5 BT1020. 14. 14. GR14. 1000. 5.2 1000. 5.2 1020. 14. 1020. QT4. 1750. 1750. 1750. 1173. X111803 6. 978. 1022. 510. 510. 510. GR15.1 978. 7.3 990. 6.7 1000. 8. 1010. 11.6 1017. GR17.6 1022. QT4. 1750. 1750. 1750. 1173. X112089 5. 975. 1021. 286. 286. 286. GR16. 975. 7.6 985. 7. 1000. 8.3 1009. 16.7 1021. X112389 5. 992. 1025. 300. 300. 300. GR17. 992. 8.6 1000. 8.6 1009. 9.2 1018. 17. 1025. X112693 4. 992. 1013. 304. 304. 304. GR19.9 992. 9.6 1000. 10.2 1008. 19.9 1013. EJ T1 GEORGE S. NOLTE AND ASSOCIATES 300-76-2 T2 STORAGE DISCHARGE ANALYSIS--P.JORGENSEN T3 PERMANENTE CREEK-BAYLANDS 100YEAR FLOOD--PRELIMINARY J1 3. -1. 8.0 J22. T1 GEORGE S. NOLTE AND ASSOCIATES 300-76-2 T2 STORAGE DISCHARGE ANALYSIS--P.JORGENSEN T3 PERMANENTE CREEK-BAYLANDS 50YEAR FLOOD--PRELIMINARY J1 4. -1. 8.0 J23. T1 GEORGE S. NOLTE AND ASSOCIATES 300-76-2 T2 STORAGE DISCHARGE ANALYSIS--P.JORGENSEN T3 PERMANENTE CREEK-BAYLANDS 10YEAR FLOOD--PRELIMINARY J1 5. -1. 8.0 J215. ER