C C 006 C 11. C 006 C 209. C 006 C 209. HIGHWAY 25 C 006 C 209. ENTIRE CROSS SECTION USED BUT ENCROACHED - (DEPTH IS TO LOWEST POINT) C 006 C 230. C 006 C 230. NORTHBOUND HIGHWAY 101 C 006 C 230. C 006 C 240. C 006 C 240. SOUTHBOUND HIGHWAY 101 C 006 C 278. C 006 C 278. END CORPS OF ENGINEERS LEVEE C 006 C 278. C 006 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) RIGHT OVERBANK BETWEEN SPRR AND 101 T3 041 J1 2. -1. 166.0 J1 018 J2-1. -1. J2 019 J3150. J3 020 * * 001 * Start at Critical Depth at 101 Undercrossing at Hwy 25 * 001 * * 001 NC.020 .020 .020 .1 .3 NC 029 QT1. 2998. QT 034 * * 001 * * 001 X1209. 9. 5000. 7150. 0. 0. 0. X1 053 X3 5250. X3 055 GR166.5 5000. 167.0 5250. 166.8 5500. 165.4 5750. 163.5 6100. GR 015 GR166.5 6340. 173.7 6590. 186.1 6960. 190.1 7150. GR 015 * * 001 X1211. 17. 4985. 7216.7 50. 50. 50. X1 053 X3 4985. 6400. X3 055 GR167.2 4985. 162.8 5000. 163.0 5242.6 162.6 5720.1 162.9 6050.2 GR 015 GR164.9 6364.6 163.0 6581.7 165.6 6933.8 169.4 7002.2 168.4 7043.5 GR 015 GR166.6 7055.6 166.6 7062.6 169.3 7078.9 169.3 7120.5 166.6 7138.1 GR 015 GR167.5 7160.0 175.0 7216.7 GR 015 NC.045 .045 .045 NC 029 * * 001 QT 1 2955 QT 034 X1212.0 16.0 5987. 5987. 800. 800. 800. X1 053 X3 5987. 8664.8 X3 055 GR173.9 5987. 168.5 6001.4 166.9 7709.7 166.4 8569.6 167.1 8588.8 GR 015 GR167.5 8628.9 167.1 8648.2 170.3 8664.8 168.3 8748.1 164.0 8769.9 GR 015 GR165.4 8796.4 164. 9293. 159.7 9298. 159.7 9308. 164.7 9313.4 GR 015 GR180.0 9433. GR 015 * * 001 QT1. 2548. QT 034 X1214.0 27.0 4979.1 5051.4 680. 680. 680. X1 053 X3 5051.4 8033.5 X3 055 GR171.0 3387.3 170.7 3420.4 165.9 3449.1 169.7 4461.4 170.8 4736.3 GR 015 GR172.4 4744.8 176.1 4928.0 175.1 4979.1 157.6 4986.9 157.6 5000.0 GR 015 GR157.6 5016.6 173.5 5051.4 171.0 5204.6 173.6 6737.9 169.7 7956.9 GR 015 GR169.3 7981.8 168.2 8000.8 173.1 8033.5 172.0 8069.2 167.5 8091.8 GR 015 GR166.7 8833.0 164.4 9176.9 159.4 9181.9 159.4 9191.9 164.4 9201.9 GR 015 GR165. 9210. 180. 9300. GR 015 * * 001 QT1. 1866. QT 034 NH4. .045 4927.8 .065 5026.0 .05 7184.5 .045 9183. NH 031 X1216.0 30.0 4927.8 5026.0 490. 490. 490. X1 053 X3 5210.7 7184.5 X3 055 GR173.5 3096.6 172.5 3131.8 167.1 3148.7 169.0 3648.8 172.3 4651.7 GR 015 GR173.9 4663.3 175.6 4927.8 157.7 4989.0 157.7 5000.0 157.7 5009.3 GR 015 GR174.8 5026.0 174.8 5066.4 174.8 5210.7 173.3 6136.0 174.1 7146.0 GR 015 GR173.6 7165.9 175.0 7184.5 174.6 7216.0 173.1 7226.2 173.1 7239.9 GR 015 GR175.4 7253.5 174.8 7289.2 170.8 7307.6 172.8 7320.4 168.4 7900.4 GR 015 GR166.1 8897.1 164.0 8912.1 165.9 8956.8 171.0 9033.0 180. 9183. GR 015 * * 001 QT1. 514. QT 034 NH4. .05 4945.7 .065 5057.2 .05 7079.8 .045 9325.7 NH 031 X1218.0 29.0 4945.7 5057.2 730. 730. 730. X1 053 X3 5200.9 6943.2 X3 055 GR174.1 3087.6 172.7 3113.6 169.9 3122.2 169.1 3188.5 172.7 4406.6 GR 015 GR175.2 4809.1 176.2 4910.9 178.6 4918.7 178.0 4945.7 158.2 4991.7 GR 015 GR158.2 5000.0 158.2 5010.1 176.3 5057.2 176.3 5200.9 175.7 6505.5 GR 015 GR178.3 6943.2 178.3 6977.0 177.0 6986.2 177.0 6998.7 178.7 7013.2 GR 015 GR177.6 7063.5 174.3 7068.4 176.9 7079.8 169.9 8384.5 169.4 9192.3 GR 015 GR167.7 9197.5 169.9 9207.7 170.2 9250.9 191.9 9325.7 GR 015 * * 001 QT1. 0. QT 034 NH4. .05 4939.8 .065 5089.1 .12 6776.6 .045 9648.2 NH 031 X1220.0 28.0 4939.8 5089.1 710. 710. 710. X1 053 X3 5089.1 6776.6 X3 055 GR174.3 3242.6 174.3 3282.7 169.3 3310.5 170.7 3324.3 179.6 4815.6 GR 015 GR180.9 4859.5 179.9 4939.8 159.3 4987.3 159.3 5000.0 159.3 5020.1 GR 015 GR180.3 5089.1 177.8 5755.7 180.1 6769.5 181.5 6776.6 181.5 6801.1 GR 015 GR179.5 6817.7 179.4 6827.1 182.0 6849.6 181.6 6884.0 178.0 6905.4 GR 015 GR179.8 6916.3 172.6 8522.3 174.3 9384.1 170.3 9396.8 170.3 9400.3 GR 015 GR174.2 9406.0 186.4 9458.5 195.4 9648.2 GR 015 * * 001 EJ EJ 012 ER ER 013