SF Right and Left Bank Overtopping SF 038 TW Right Bank Spill Between Sections 130 and 140 TW 050 WS 2 130 140 -1 3 WS 052 WC 0 14.1 326 12.9 WC 051 TW Left Bank Spill Between Sections 130 and 140 TW 050 WS 2 130 140 -1 3 WS 052 WC 0 11.5 326 17.5 WC 051 TW Right Bank Spill Between Sections 120 and 130 TW 050 WS 2 120 130 -1 3 WS 052 WC 0 12.1 48 14.1 WC 051 TW Left Bank Spill Between Sections 120 and 130 TW 050 WS 2 120 130 -1 3 WS 052 WC 0 15.7 48 11.5 WC 051 EE EE 011 C C 006 C 14 C 006 C 100Right Levee Failure - Station 210 to 160 C 006 C 100Starting "Q" from "CALBASE.HC2" C 006 C 100Starting Water Surface From Berryessa Creek 1994 Run, Avg. of xs120,130 C 006 C 100Calera Creek - D/S Confluence with Berryessa Creek C 006 C 100Cross Sections Left to Right Looking Downstream C 006 C 100Stream Cross Sections and Overbank Elevations Were Taken C 006 C 100Photogrammetrically by Nolte South San Francisco C 006 C 100 C 006 C 100Confluence With Berryessa Creek C 006 C 120SPRR/WPRR Culvert Crossing - Double 12' x 6' RCB C 006 C 150N. Milpitas Blvd. Crossing - Double 10' x 7' RCB C 006 C 160 Failed Right Levee C 006 C 170 Failed Right Levee C 006 C 180 Failed Right Levee C 006 T1 George S. Nolte and Associates 250-89-10 T1 039 T2 Michael Cadei, File:"R160210.HC2" T2 040 T3 Calera Ck, Right 210-160 T3 041 J1 2 12.59 J1 018 J2 -1 J2 019 J3 150. J3 020 NC 0.0250.025 0.06 0.6 0.8 NC 029 QT1.0 728 QT 034 X1100.0 13.0 4992.1 5021.6 X1 053 X3 10 4992.1 X3 055 GR7.7 4975.5 8.9 4992.1 4.5 4996.8 4.5 5000.0 4.5 5005.3 GR 015 GR9.0 5021.6 9.7 5045.2 13.9 5056.4 13.9 5064.6 17.6 5074.5 GR 015 GR17.4 5095.9 13.3 5102.7 13.0 5162.0 GR 015 X1110.0 13.0 4987.5 5012.566.2 91.2 73.0 X1 053 X3 10 4987.5 5012.5 X3 055 GR7.8 4908.9 7.9 4952.2 10.0 4979.0 10.4 4987.06.3 4987.5GR 015 GR6.3 5000.0 6.3 5012.59.6 5025.9 10.6 5050.5 17.1 5064.1 GR 015 GR16.9 5083.4 11.3 5100.6 11.2 5146.3 GR 015 * * 001 * Upstream of SPRR/WPRR - NC Card Changed to Reflect Conc. Channel * 001 NC .03 0.025 .025 NC 029 * Normal Bridge is Used Because of High Tailwater * 001 * SPRR/WPRR Culvert Crossing - Double 11'x 6' RCB * 001 X1120.0 15 4987.5 5012.5184.0 178.0 182.3 X1 053 X310 5012.5 X3 055 BT 15 4841 15.8 15.8 4940.9 15.7 15.7 4955 13 13BT 005 BT4988.2 13 13 4988.3 13 12.6 4994.4 13.0 12.6 4999.4BT 005 BT 13 12.6 4999.5 13 6.6 5000.0 13 6.6 5000.4 13BT 005 BT 6.6 5000.5 13 12.6 5005.1 13.0 12.6 5011.9 13 12.6BT 005 BT 5012 13 13 5086 13 13 BT 005 GR15.8 4841.0 15.7 4940.9 13 4955 13 4987.5 6.6 4987.5GR 015 GR 6.6 4994.4 6.6 4999.4 6.6 4999.5 6.6 5000.0 6.6 5000.4GR 015 GR 6.6 5000.5 6.6 5005.1 6.6 5012.5 12.6 5012.5 13 5086.0GR 015 X1130.0 9.0 4989.9 5012.1 75.8 66.4 48.0 X1 053 X310 4989.9 5012.1 X3 055 GR11.5 4706.6 11.5 4989.9 6.7 4995.8 6.7 5000.0 6.7 5006.6 GR 015 GR14.1 5012.1 13.6 5058.8 10.7 5065.1 11.9 5532.0 GR 015 X1140.0 11.0 4987.1 5015.9 342.2 303.1 326.1 X1 053 X310 4916.1 5015.9 X3 055 GR14.5 4852.8 17.5 4916.1 13.3 4948.2 13.2 4987.1 7.0 4992.7 GR 015 GR7.0 5000.0 7.0 5010.2 12.9 5015.9 12.9 5115.0 12.9 5511.9 GR 015 GR13.1 5763.3 GR 015 NC .3 .5 NC 029 X1142.0 13.0 4989.0 5011.062.4 79.4 58.2 X1 053 X310 4989 X3 055 GR18.2 4905.0 18.5 4969.3 18.1 4977.0 14.6 4982.6 14.6 4989.0GR 015 GR8.1 4989.08.1 5000.0 8.1 5011.016.1 5013.7 17.1 5111.6 GR 015 GR15.6 5168.9 14.9 5258.5 12.8 5377.0 GR 015 * * 001 * North Milpitas Blvd. Crossing - Double 10'x 7' RCB * 001 SB 1.25 1.78 3 0 22 0.75 154 0 9 8.1SB 036 * * 001 X1150.0 13.0 4989.0 5011.0135.6 141.5 152.5 X1 053 X2 1 16.1 17.9 0.7 X2 054 X310 4989.0 X3 055 BT13.0 4733.0 16.7 4893.7 17.7 4960.7 17.9 BT 005 BT4973.717.9 4987.2 17.9 4987.3 17.9 4989.0BT 005 BT17.9 5000.0 17.9 5011.017.8 5013.0 17.8 BT 005 BT 5013.1 17.8 5061.2 17.3 5307.6 16.3 BT 005 GR15.7 4733.0 17.1 4893.7 16.6 4960.7 17.6 4973.7 17.0 4987.2 GR 015 GR16.9 4987.3 9.1 4989.09.1 5000.0 9.1 5011.016.7 5013.0 GR 015 GR16.8 5013.1 17.0 5061.2 16.3 5307.6 GR 015 * * 001 NC .025 .025 .035 .1 .3 NC 029 * Failed Right Levee * 001 X1160.0 17.0 4979.4 5025.7 60.8 41.8 43.3 X1 053 X310 4979.4 5025.7 X3 055 GR16.7 4868.1 16.4 4935.1 17.5 4979.4 9.1 4994.9 9.1 5000.0 GR 015 GR9.1 5010.3 14.3 5025.7 14.3 5060.1 14.3 5169.2 14.3 5235.6 GR 015 GR15.1 5493.9 15.4 5719.9 15.7 5901.1 16.4 5966.7 16.6 6037.5 GR 015 GR15.4 6053.6 14.8 6103.0 GR 015 * Failed Right Levee, Note: Natural Ground is above WSEL in Base Deck * 001 X1170.0 32.0 4976.3 5031.9 371.7 396.0 332.6 X1 053 X310 4976.3 5031.9 X3 055 GR13.6 4387.4 13.3 4464.0 13.5 4533.7 11.8 4545.5 13.2 4701.5 GR 015 GR15.1 4787.8 15.5 4882.0 14.9 4928.6 16.1 4947.5 19.1 4962.7 GR 015 GR19.1 4976.3 9.6 4991.5 9.6 5000.0 9.6 5011.2 15.5 5031.9 GR 015 GR15.5 5053.4 15.5 5073.4 15.5 5161.4 15.5 5176.6 15.5 5212.7 GR 015 GR16.9 5238.8 18.7 5581.3 16.9 5654.3 15.9 5674.5 15.9 5710.7 GR 015 GR18.1 5741.6 18.3 5825.1 18.8 5910.1 16.7 5962.7 16.0 6016.9 GR 015 GR18.1 6028.1 19.5 6154.6 GR 015 * Failed Right Levee, Note: Natural Ground is above WSEL in Base Deck * 001 X1180.0 32.0 4977.3 5032.7 430.7 218.1 301.6 X1 053 X3 10. X3 055 GR16.8 4526.2 16.6 4707.5 17.0 4811.9 18.4 4947.3 19.5 4960.8 GR 015 GR19.5 4977.3 10.5 4991.5 10.5 5000.0 10.5 5012.9 16.3 5032.7 GR 015 GR16.3 5053.2 16.3 5065.3 16.3 5155.0 16.3 5182.4 16.3 5228.3 GR 015 GR16.2 5290.9 16.3 5362.6 17.5 5393.4 19.5 5499.9 18.7 5554.0 GR 015 GR16.3 5585.9 16.3 5625.3 18.5 5659.0 18.9 5742.8 18.4 5815.8 GR 015 GR16.5 5843.6 17.1 5890.2 20.1 6010.7 19.0 6100.2 17.8 6113.4 GR 015 GR17.9 6153.2 20.0 6185.5 GR 015 X1190.0 26.0 4973.9 5025.3 359.2 526.1 395.9 X1 053 X3 10. X3 055 GR20.8 4532.7 21.2 4699.2 20.0 4782.2 18.9 4798.2 19.2 4833.5 GR 015 GR20.2 4855.8 21.0 4938.9 20.2 4973.9 10.7 4992.8 10.7 5000.0 GR 015 GR10.7 5007.8 19.6 5025.3 19.8 5052.8 19.4 5097.4 19.1 5250.7 GR 015 GR17.5 5268.7 17.7 5323.8 19.6 5358.7 20.8 5471.4 19.4 5546.3 GR 015 GR17.7 5566.8 17.7 5611.6 19.5 5648.7 21.1 5733.5 20.3 5816.2 GR 015 GR18.7 5863.7 GR 015 * * 001 * Change in Expansion/Contraction Coefficients * 001 * * 001 X1200.0 23.0 4975.6 5031.5 69.9 75.0 87.0 X1 053 X3 10. X3 055 GR20.8 4669.6 20.1 4777.8 19.4 4804.3 19.3 4838.1 21.1 4899.7 GR 015 GR21.0 4975.6 10.8 4993.2 10.8 5000.0 10.8 5012.5 20.2 5031.5 GR 015 GR20.9 5066.6 19.6 5198.8 18.5 5221.0 18.4 5259.4 20.1 5286.1 GR 015 GR21.0 5391.5 20.2 5467.5 18.6 5486.2 18.6 5533.5 20.9 5581.3 GR 015 GR22.1 5664.6 21.3 5716.9 19.2 5757.3 GR 015 NC .025 .035 .035 0.6 0.8 NC 029 X1210.0 23.0 4979.0 5028.4 80.2 142.5 117.8 X1 053 X3 10. X3 055 GR19.7 4691.5 19.9 4790.4 20.0 4834.8 20.8 4854.8 19.4 4979.0 GR 015 GR10.9 4993.7 10.9 5000.0 10.9 5009.3 20.1 5028.4 20.8 5056.4 GR 015 GR22.2 5065.5 21.6 5179.4 20.2 5190.4 20.4 5228.6 22.0 5262.2 GR 015 GR22.5 5327.3 23.9 5336.6 23.4 5425.0 22.1 5446.1 22.1 5491.0 GR 015 GR23.2 5513.1 27.0 5680.5 28.4 5970.2 GR 015 EJ EJ 012 ER ER 013 BLANK_LINE 004 BLANK_LINE 004 BLANK_LINE 004 BLANK_LINE 004 BLANK_LINE 004 BLANK_LINE 004 BLANK_LINE 004 BLANK_LINE 004