* Low Flow Channel from Sec 272 to Exit of Highland Ave. Culvert at Sec 276 * 001 T1 SANTA CLARA COUNTY FLOOD INSURANCE STUDY 100-YEAR DISHARGE T1 039 T2 NOLTE and ASSOCIATES (djs) April 1996 T2 040 T3 W. BRANCH LLAGAS (HLND) HIGHLAND AVE. CULVERT EXIT T3 041 J10. 2. 265.50 J1 018 J2-1. -1. 15. J2 019 J3150. 38. 21. 22. 23. 24. 42. 1. 2. 13. J3 020 J314. 15. J3 020 NC.045 .045 .035 0.10 0.30 NC 029 * * 001 QT1. 815. QT 034 X1272.0 30.0 4991.8 5011.3 947.5 900. 948.9 X1 053 X3 4359.9 X3 055 GR271.1 2431.5 271.1 2444.5 270.0 2448.2 268.5 2462.6 268.5 2516.5 GR 015 GR269.1 2528.6 269.5 2562.9 268.7 2594.0 267.5 2642.3 265.5 2857.4 GR 015 GR266.9 3116.2 264.9 3144.3 264.1 3437.6 264.2 3889.3 267.6 4147.4 GR 015 GR267.7 4274.8 266.3 4359.9 264.1 4964.4 264.1 4985.8 264.6 4991.8 GR 015 GR262.4 4997.9 262.4 5000.0 262.4 5003.3 265.6 5011.3 265.6 5016.7 GR 015 GR264.5 5022.7 264.3 5060.4 265.7 5607.1 269.8 6224.3 274.5 7001.1 GR 015 * * 001 * D/S Highland Avenue Culvert (6'x .55' RCB) * 001 * * 001 NC .3 .5 NC 029 QT1. 70. QT 034 X1276.0 26.0 4994.9 5025.9 125. 445. 700. X1 053 X3 4997. 5003. X3 055 GR271.8 1896.5 271.8 1905.3 270.7 1911.6 269.0 1922.5 269.2 1960.2 GR 015 GR269.8 1982.8 270.0 2001.2 270.2 2052.9 268.1 2151.3 266.8 2551.2 GR 015 GR264.8 3030.0 266.7 3532.9 268.2 3610.3 267.4 3776.2 265.9 4036.5 GR 015 GR265.2 4442.9 265.3 4514.7 267.1 4860.6 268.4 4994.9 265.4 4999.3 GR 015 GR265.4 5000.0 265.4 5001.8 267.9 5003.6 268.1 5025.9 269.2 5300.7 GR 015 GR272.1 5815.7 GR 015 * See Perched Channel Deck for Continuation of Analysis * 001 EJ EJ 012 ER ER 013