SF MODEL SPILL FROM PERCHED CHANNEL FAILING UPPER LEFT LEVEE SF 038 JC LOWER UVAS CREEK - SPRR TO THOMAS ROAD JC 024 JP0. 40. -1. JP 025 TW Sec 258 to 256 Over 101 TW 050 WS2. 256. 258. -1. 2.6 WS 052 WC0. 193.1 150. 194.6 WC 051 TW Sec 258 to 256 Back to Creek TW 050 WS2. 256. 258. -1. 2.6 WS 052 WC0. 192.6 120. 193.1 WC 051 TW Sec 256 to 254 Over 101 TW 050 WS2. 254. 256. -1. 2.6 WS 052 WC0. 193.2 100. 193.1 WC 051 TW Sec 256 to 254 Back to Creek TW 050 WS2. 254. 256. -1. 2.6 WS 052 WC0. 192.6 110. 192.6 WC 051 TW Sec 254 to 252 Over 101 TW 050 WS2. 252. 254. -1. 2.6 WS 052 WC0. 191.0 440. 193.2 WC 051 TW Sec 254 to 252 Back to Creek TW 050 WS2. 252. 254. -1. 2.6 WS 052 WC0. 191.5 470. 192.6 WC 051 TW Sec 252 to 250 Over 101 TW 050 WS2. 250. 252. -1. 2.6 WS 052 WC0. 191.4 120. 191.0 WC 051 TW Sec 252 to 250 Back to Creek TW 050 WS2. 250. 252. -1. 2.6 WS 052 WC 190.7 450. 191.5 WC 051 TW Sec 250 to 248 Over 101 TW 050 WS2. 248. 250. -1. 2.6 WS 052 WC0. 190.6 160. 191.4 WC 051 TW Sec 250 to 248 Back to Creek TW 050 WS2. 248. 250. -1. 2.6 WS 052 WC0. 189.7 320. 190.7 WC 051 TW Sec 248 to 246 Over 101 TW 050 WS2. 246. 248. -1. 2.6 WS 052 WC0. 186.8 500. 190.6 WC 051 TW Sec 248 to 246 Back to Creek TW 050 WS2. 246. 248. -1. 2.6 WS 052 WC0. 187.5 500. 189.7 WC 051 TW Sec 246 to 244 Over 101 TW 050 WS4. 244. 246. -1. 2.6 WS 052 WC0. 191.5 57. 190.7 300. 186.4 500. 186.8 WC 051 EE EE 011 T1 SANTA CLARA COUNTY FLOOD INSURANCE STUDY 100-YEAR DISCHARGE T1 039 T2 NOLTE and ASSOCIATES (djs) April 1996 T2 040 T3 LOWER UVAS (#20) CASE 3: FLOW PAST SEED WAREHOUSE T3 041 J1 2. 187.04 J1 018 J2-1. -1. J2 019 J3150. J3 020 * Start at Critical Depthn LOB U/S of Southbound Highway 101 * 001 * U/S Highway 101 * 001 NC.045 .045 .045 .1 .3 NC 029 QT1. 2023. QT 034 X1244. 4. 0. 1243. 0. 0. 0. X1 053 GR186.9 0. 186.4 402.6 187.5 719.9 189.7 1243. GR 015 * * 001 X1246.0 13.0 4246.9 4943.3 400. 400. 400. X1 053 GR186.8 4246.9 185.6 4256.8 186.0 4273.7 186.0 4300.0 184.4 4313.0 GR 015 GR185.6 4338.4 185.0 4398.7 185.3 4489.2 186.7 4504.6 186.6 4529.6 GR 015 GR185.5 4536.6 186.8 4831.9 187.5 4943.3 GR 015 * * 001 X1248.0 6.0 4300.5 4890.1 485.0 485. 485. X1 053 GR190.6 4300.5 189.1 4372.1 185.1 4399.6 186.8 4429.9 186.0 4469.3 GR 015 GR187.8 4890.1 GR 015 * * 001 X1250.0 4.0 3862.8 4837.2 160. 160. 160. X1 053 GR191.4 3862.8 190.8 3923.4 187.2 3974.4 189.9 4837.2 GR 015 * * 001 NC .3 .5 NC 029 QT1. 2023 QT 034 X1252.0 6.0 3905.3 4927.5 240. 240. 240. X1 053 GR191.0 3905.3 190.2 3986.8 188.0 4016.5 188.0 4048.7 186.9 4060.0 GR 015 GR190.8 4927.5 GR 015 * * 001 QT1. 1655. QT 034 X1254.0 12.0 3793.0 4713.3 485.2 485.2 485.2 X1 053 GR193.2 3793.0 192.8 3839.7 189.5 3867.8 189.5 3916.7 186.8 3928.8 GR 015 GR188.1 4059.3 190.6 4071.9 190.6 4100. 220. 4100.1 220. 4509.6 GR 015 GR191.9 4509.7 192.6 4713.3 GR 015 * * 001 QT1. 1525. QT 034 X1256.0 12.0 3810.7 4522.5 106.4 106.4 106.4 X1 053 GR193.1 3810.7 192.6 3866.2 189.1 3887.5 189.3 3930.8 188.2 3936.9 GR 015 GR188.1 4072.3 190.9 4081.4 190.9 4100.0 220. 4100.1 220. 4520. GR 015 GR190.9 4520.1 192.6 4522.5 GR 015 * * 001 QT 1. 1419 QT 034 X1258.0 9.0 3887.2 4940.7 163.5 163.5 163.5 X1 053 GR194.6 3887.2 189.9 3905.4 189.1 4146.8 189.1 4200.0 220. 4200.1 GR 015 GR220.0 4500.0 189.1 4500.1 192.3 4910.9 193.1 4940.7 GR 015 * * 001 QT1. 1070. QT 034 NC .1 .3 NC 029 X1260. 8. 4377.7 4943.9 520. 520. 520. X1 053 GR197.1 4377.7 189.1 4403.4 190.0 4500. 220. 4500.1 220. 4700. GR 015 GR191. 4700.1 193.2 4926.6 193.4 4943.9 GR 015 EJ EJ 012 ER ER 013