SF MODEL SPILL FROM PERCHED CHANNEL FAILING LOWER LEFT LEVEE SF 038 JC LOWER UVAS CREEK - SPRR TO THOMAS ROAD JC 024 JP0. 40. -1. JP 025 TW Sec 200 to 202 Left TW 050 WS2. 200. 202. -1. 2.6 WS 052 WC0. 171.0 510.2 173.1 WC 051 TW Sec 200 to 202 Right TW 050 WS2. 200. 202. -1. 2.6 WS 052 WC0. 172.0 545.2 173.3 WC 051 TW Sec 202 to 204 Left TW 050 WS2. 202. 204. -1. 2.6 WS 052 WC0. 173.1 469.5 174.6 WC 051 TW Sec 202 to 204 Right TW 050 WS2. 202. 204. -1. 2.6 WS 052 WC0. 173.3 540.8 174.1 WC 051 TW Sec 204 to 206 Left TW 050 WS2. 204. 206. -1. 2.6 WS 052 WC0. 174.6 460. 177.5 WC 051 TW Sec 204 to 206 Right TW 050 WS2. 204. 206. -1. 2.6 WS 052 WC0. 174.1 480. 175.5 WC 051 TW Sec 206 to 208 Left TW 050 WS2. 206. 208. -1. 2.6 WS 052 WC0. 177.5 50. 178.1 WC 051 TW Sec 206 to 208 Right TW 050 WS2. 206. 208. -1. 2.6 WS 052 WC0. 175.5 50. 173.0 WC 051 EE EE 011 C C 006 C 3. C 006 C 210. C 006 C 210. SPRR C 006 C 210. C 006 T1 SANTA CLARA COUNTY FLOOD INSURANCE STUDY 100-YEAR DISCHARGE T1 039 T2 NOLTE and ASSOCIATES (cda) February 1992 T2 040 T3 LOWER UVAS (#21) MAIN CHANNEL W/LOWER LEFT LEVEE FAILURE (1b) GR 015 J1 2. .00057 170.0 J1 018 J21. -1. J2 019 J3150. J3 020 * * 001 * Start at Normal Depth 1500 Feet D/S of Study Limit (SPRR) * 001 * * 001 NC.05 .07 .035 .1 .3 NC 029 QT14. 1000. 2000. 3000. 4000. 5000. 6000. 7000. 8000. 9000. QT 034 QT10000.11000. 12000. 13000. 14000. QT 034 X1200.0 23.0 4948.8 5045.8 X1 053 X3 4861.0 5045.8 X3 055 GR158.0 3750.0 159.2 3898.9 165.7 3917.1 165.7 3929.1 160.1 3949.3 GR 015 GR168.7 4850.4 171.0 4861.0 170.6 4948.8 161.0 4972.3 150.2 4990.5 GR 015 GR150.2 4990.5 150.2 5000.0 150.2 5014.0 172.0 5045.8 171.0 5088.4 GR 015 GR169.4 5094.4 168.3 5315.9 167.6 5541.2 166.0 5548.1 164.9 6037.9 GR 015 GR159.0 6978.6 159.9 6990.7 159.4 7051.0 GR 015 * * 001 X1202.0 19.0 4958.4 5048.5 510.2 545.2 521.9 X1 053 X3 4924.1 5048.5 X3 055 GR157.3 3450.2 158.8 3703.8 165.7 3722.0 165.6 3734.5 160.3 3755.0 GR 015 GR170.4 4845.9 171.2 4918.2 173.1 4924.1 172.0 4958.4 150.5 4988.3 GR 015 GR150.5 5000.0 150.5 5014.2 173.3 5048.5 171.7 5146.8 168.6 5687.6 GR 015 GR166.4 6120.4 159.9 7113.1 161.7 7140.5 161.8 7197.2 GR 015 * * 001 NC.045 NC 029 X1204.0 17.0 4937.6 5030.1 469.5 540.8 516.3 X1 053 X3 4937.6 5030.1 X3 055 GR158.4 3257.4 159.6 3438.6 165.4 3453.2 165.4 3471.1 161.2 3490.2 GR 015 GR171.3 4884.9 174.4 4905.8 174.6 4937.6 163.2 4967.4 152.5 4988.1 GR 015 GR152.5 5000.0 152.5 5010.9 174.1 5030.1 173.9 5065.6 171.7 5077.5 GR 015 GR170.4 5511.5 164.9 6535.9 GR 015 * * 001 * Expanded Flow D/S of SPRR Bridge * 001 * * 001 X1206.0 18.0 4927.5 5064.5 679.7 320. 480.7 X1 053 X3 4901.1 5126.4 X3 055 GR160.7 3087.4 161.1 3116.1 166.2 3133.2 166.0 3149.4 162.5 3164.4 GR 015 GR171.8 4885.4 177.5 4901.1 175.9 4927.5 161.8 4953.3 153.7 4983.2 GR 015 GR153.7 5000.0 153.7 5031.8 167.0 5064.5 175.2 5101.8 175.5 5126.4 GR 015 GR172.8 5180.2 168.9 6080.1 162.6 7151.8 GR 015 * * 001 * D/S SPRR Bridge * 001 * * 001 NC .3 .5 NC 029 X1208.0 13.0 4962.9 5038.1 50. 50. 50. X1 053 X310. 4962.9 5038.1 X3 055 GR165.7 4068.7 172.2 4879.7 178.1 4911.4 175.7 4962.9 158.3 4963.0 GR 015 GR158.3 5000.0 158.3 5038.0 171.0 5038.1 173.0 5151.9 170.2 5667.3 GR 015 GR168.9 6072.1 169.1 6444.9 163.6 7128.3 GR 015 NC.02 .02 .016 NC 029 * * 001 * SPRR Bridge * 001 * * 001 SB0.9 1.56 2.6 75. 6. 1173. 0. SB 036 X1210.0 14.0 4962.9 5038.1 45.4 45.4 45.4 X1 053 X2 1. 175.3 177.8 1.33 X2 054 X310. 4961.5 5038.1 X3 055 BT-14.0 4142.1 175.5 165.0 4856.7 178.4 172.4 4914.7 178.4 178.2 BT 005 BT 4961.5 178.4 178.0 4962.9 178.4 177.9 4963.0 180.3 175.3 BT 005 BT 5000.0 180.3 175.3 5038.0 180.3 175.3 5038.1 178.3 176.5 BT 005 BT 5055.1 178.2 157.8 5055.2 178.2 176.6 5376.9 177.1 173.3 BT 005 BT 5923.4 174.8 170.6 6100.7 173.9 170.3 BT 005 GR165.0 4142.1 172.4 4856.7 178.2 4914.7 178.0 4961.5 177.9 4962.9 GR 015 GR158.3 4963. 158.3 5000.0 158.3 5038.0 175.3 5038.1 176.5 5055.1 GR 015 GR176.6 5055.2 173.3 5376.9 170.6 5923.4 170.3 6100.7 GR 015 * * 001 EJ EJ 012 T1 SANTA CLARA COUNTY FLOOD INSURANCE STUDY 100-YEAR DISCHARGE T1 039 T2 NOLTE and ASSOCIATES (cda) February 1992 T2 040 T3 LOWER UVAS (#21) MAIN CHANNEL W/LOWER LEFT LEVEE FAILURE (1b) GR 015 J1 3. .00057 170.0 J1 018 J22. -1. J2 019 T1 SANTA CLARA COUNTY FLOOD INSURANCE STUDY 100-YEAR DISCHARGE T1 039 T2 NOLTE and ASSOCIATES (cda) February 1992 T2 040 T3 LOWER UVAS (#21) MAIN CHANNEL W/LOWER LEFT LEVEE FAILURE (1b) GR 015 J1 4. .00057 170.0 J1 018 J23. -1. J2 019 T1 SANTA CLARA COUNTY FLOOD INSURANCE STUDY 100-YEAR DISCHARGE T1 039 T2 NOLTE and ASSOCIATES (cda) February 1992 T2 040 T3 LOWER UVAS (#21) MAIN CHANNEL W/LOWER LEFT LEVEE FAILURE (1b) GR 015 J1 5. .00057 170.0 J1 018 J24. -1. J2 019 T1 SANTA CLARA COUNTY FLOOD INSURANCE STUDY 100-YEAR DISCHARGE T1 039 T2 NOLTE and ASSOCIATES (cda) February 1992 T2 040 T3 LOWER UVAS (#21) MAIN CHANNEL W/LOWER LEFT LEVEE FAILURE (1b) GR 015 J1 6. .00057 170.0 J1 018 J25. -1. J2 019 T1 SANTA CLARA COUNTY FLOOD INSURANCE STUDY 100-YEAR DISCHARGE T1 039 T2 NOLTE and ASSOCIATES (cda) February 1992 T2 040 T3 LOWER UVAS (#21) MAIN CHANNEL W/LOWER LEFT LEVEE FAILURE (1b) GR 015 J1 7. .00057 170.0 J1 018 J26. -1. J2 019 T1 SANTA CLARA COUNTY FLOOD INSURANCE STUDY 100-YEAR DISCHARGE T1 039 T2 NOLTE and ASSOCIATES (cda) February 1992 T2 040 T3 LOWER UVAS (#21) MAIN CHANNEL W/LOWER LEFT LEVEE FAILURE (1b) GR 015 J1 8. .00057 170.0 J1 018 J27. -1. J2 019 T1 SANTA CLARA COUNTY FLOOD INSURANCE STUDY 100-YEAR DISCHARGE T1 039 T2 NOLTE and ASSOCIATES (cda) February 1992 T2 040 T3 LOWER UVAS (#21) MAIN CHANNEL W/LOWER LEFT LEVEE FAILURE (1b) GR 015 J1 9. .00057 170.0 J1 018 J28. -1. J2 019 T1 SANTA CLARA COUNTY FLOOD INSURANCE STUDY 100-YEAR DISCHARGE T1 039 T2 NOLTE and ASSOCIATES (cda) February 1992 T2 040 T3 LOWER UVAS (#21) MAIN CHANNEL W/LOWER LEFT LEVEE FAILURE (1b) GR 015 J1 10. .00057 170.0 J1 018 J29. -1. J2 019 T1 SANTA CLARA COUNTY FLOOD INSURANCE STUDY 100-YEAR DISCHARGE T1 039 T2 NOLTE and ASSOCIATES (cda) February 1992 T2 040 T3 LOWER UVAS (#21) MAIN CHANNEL W/LOWER LEFT LEVEE FAILURE (1b) GR 015 J1 11. .00057 170.0 J1 018 J210. -1. J2 019 T1 SANTA CLARA COUNTY FLOOD INSURANCE STUDY 100-YEAR DISCHARGE T1 039 T2 NOLTE and ASSOCIATES (cda) February 1992 T2 040 T3 LOWER UVAS (#21) MAIN CHANNEL W/LOWER LEFT LEVEE FAILURE (1b) GR 015 J1 12. .00057 170.0 J1 018 J211. -1. J2 019 T1 SANTA CLARA COUNTY FLOOD INSURANCE STUDY 100-YEAR DISCHARGE T1 039 T2 NOLTE and ASSOCIATES (cda) February 1992 T2 040 T3 LOWER UVAS (#21) MAIN CHANNEL W/LOWER LEFT LEVEE FAILURE (1b) GR 015 J1 13. .00057 170.0 J1 018 J212. -1. J2 019 T1 SANTA CLARA COUNTY FLOOD INSURANCE STUDY 100-YEAR DISCHARGE T1 039 T2 NOLTE and ASSOCIATES (cda) February 1992 T2 040 T3 LOWER UVAS (#21) MAIN CHANNEL W/LOWER LEFT LEVEE FAILURE (1b) GR 015 J1 14. .00057 170.0 J1 018 J213. -1. J2 019 T1 SANTA CLARA COUNTY FLOOD INSURANCE STUDY 100-YEAR DISCHARGE T1 039 T2 NOLTE and ASSOCIATES (cda) February 1992 T2 040 T3 LOWER UVAS (#21) MAIN CHANNEL W/LOWER LEFT LEVEE FAILURE (1b) GR 015 J1 15. .00057 170.0 J1 018 J214. -1. J2 019 BLANK_LINE 004 BLANK_LINE 004 BLANK_LINE 004 ER ER 013