SF Right and Left Bank Overtopping SF 038 TW Left Bank Spill Between Sections 280 and 290 TW 050 WS 2 280 290 -1 3 WS 052 WC 0 29.7 282 31.4 WC 051 TW Left Bank Spill Between Sections 260 and 280 TW 050 WS 2 260 280 -1 3 WS 052 WC 0 29.9 20 29.7 WC 051 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 12. C 006 C 100Right Levee Failure - Station 290 to 260 C 006 C 100 C 006 C 100Starting Water Surface From Berryessa Creek 1994 Run, Avg. of xs120,130 C 006 C 100."Q" FROM STATION 290 OF "CALBASE.HC2" 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 11' x 6' RCB C 006 C 150N. Milpitas Blvd. Crossing - Double 10' x 7' RCB C 006 T1 George S. Nolte and Associates 250-89-10 T1 039 T2 Michael Cadei, FILE: R260290.HC2 T2 040 T3 Calera Ck, Right 290-260 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 QT1.0 787 QT 034 X1100.0 13.0 4992.1 5021.6 X1 053 X3 10 4992.1 5021.1 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 4983.26.3 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 0.6 0.8 NC 029 * Normal Bridge is Used Because of High Tailwater * 001 * SPRR/WPRR Culvert Crossing - Double 12'x 6' RCB * 001 X1120.0 15 4987.5 5012.5184.0 178.0 182.3 X1 053 X310 4987.5 5012.5 X3 055 BT 15 4841 15.8 15.8 4940.9 15.7 15.7 4955 13 13BT 005 BT4987.5 13 13 4987.5 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 5012.5 13 12.6BT 005 BT5012.5 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 4987.1 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 4989.0 5011. X3 055 GR18.2 4905.0 18.5 4969.3 18.1 4977.0 14.6 4982.6 14.6 4986.2GR 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 5011. 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 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 17.9 5025.7 18.2 5060.1 15.5 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 * Change Expansion and Contraction Coefficients * 001 NC .025 .025 .035 .1 .3 NC 029 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 18.9 5031.9 GR 015 GR18.9 5053.4 18.3 5073.4 16.7 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 X1180.0 32.0 4977.3 5032.7 430.7 218.1 301.6 X1 053 X310 4977.3 5032.7 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 19.2 5032.7 GR 015 GR19.2 5053.2 18.5 5065.3 17.5 5155.0 16.8 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 X310 4973.9 5025.3 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 X310 4975.6 5031.5 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 X310 4979.0 5028.4 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 * * 001 * Arizona Dr. Crossing - Double 8'x 8' RCB * 001 SB 1.25 1.83 3 0 17 0.75 127.5 0 10.8 10.8SB 036 * * 001 X1220.0 18.0 4991.5 5008.5154.3 104.8 102.5 0 X1 053 X2 1 17.8 19.4 0.97 X2 054 X310 4991.5 5008.5 X3 055 BT18.0 4656.0 19.4 4737.1 23.0 4767.1 24.6 BT 005 BT4853.124.3 4884.5 21.6 4936.0 21.2 4953.4 BT 005 BT20.3 4983.8 19.6 4983.9 19.5 4991.519.4 BT 005 BT 5000.0 19.4 5008.519.4 5016.7 19.7 BT 005 BT5016.819.8 5040.9 20.4 5214.7 22.2 5683.3 BT 005 BT25.4 5766.9 26.2 BT 005 GR17.6 4656.0 23.0 4737.1 24.6 4767.1 24.3 4853.1 21.6 4884.5 GR 015 GR21.2 4936.0 20.3 4953.4 19.6 4983.8 19.5 4983.9 10.8 4991.5GR 015 GR10.8 5000.0 10.8 5008.519.7 5016.7 19.8 5016.8 20.4 5040.9 GR 015 GR22.2 5214.7 25.3 5683.3 26.0 5766.9 GR 015 X1230.0 18.0 4980.4 5024.5 69.7 35.0 32.5 X1 053 X310 4980.4 5024.5 X3 055 GR19.3 4392.8 19.2 4425.3 21.2 4433.8 21.2 4443.0 20.0 4447.2 GR 015 GR20.0 4564.1 23.9 4721.2 22.8 4909.6 20.8 4954.5 19.4 4980.4 GR 015 GR11.5 4993.4 11.5 5000.0 11.5 5006.8 19.3 5024.5 21.3 5069.2 GR 015 GR22.3 5306.8 26.0 5743.6 28.1 5966.8 GR 015 X1240.0 15.0 4976.6 5022.6 318.5 368.9 334.2 X1 053 X310 4976.6 5022.6 X3 055 GR20.9 4296.8 19.7 4331.2 20.3 4360.3 19.0 4369.4 23.3 4705.8 GR 015 GR23.6 4851.1 22.1 4947.0 20.9 4958.9 20.5 4976.6 12.4 4992.3 GR 015 GR12.4 5000.0 12.4 5006.8 20.8 5022.6 23.2 5049.6 24.2 5122.0 GR 015 * * 001 * N-Value for Drop Structure Set for 0.06 to Simulate Dissipator Blocks * 001 NC .025 .035 .06 0.6 0.8 NC 029 * * 001 X1250.0 22.0 4976.6 5023.6 359.2 418.7 369.8 X1 053 X310 4976.6 5023.6 X3 055 GR22.6 4203.9 21.8 4254.1 23.5 4279.9 22.7 4362.5 21.2 4380.3 GR 015 GR21.9 4502.3 24.5 4610.8 26.1 4834.0 23.5 4866.8 23.5 4880.1 GR 015 GR25.0 4938.2 22.3 4952.9 20.7 4976.6 13.5 4991.9 13.5 5000.0 GR 015 GR13.5 5008.7 21.6 5023.6 22.4 5039.0 26.3 5069.9 27.0 5282.5 GR 015 GR28.2 5398.8 30.5 5434.6 GR 015 * * 001 NC .025 .035 .035 0.6 0.8 NC 029 X1260.0 26.0 4991.1 5009.9 44.2 29.3 34.1 X1 053 X310 4991.1 5053.8 X3 055 GR22.8 4188.5 22.3 4234.9 23.9 4274.7 22.3 4353.2 21.6 4370.5 GR 015 GR21.4 4409.1 22.4 4443.7 24.0 4537.5 22.5 4564.3 22.5 4643.1 GR 015 GR24.3 4694.8 26.5 4868.0 27.5 4929.8 29.1 4949.7 29.9 4991.1 GR 015 GR22.9 4994.3 22.9 5000.0 22.9 5007.0 26.45009.9 26.45042.2 GR 015 GR26.4 5055.3 27.6 5165.6 28.1 5374.0 29.9 5403.8 33.3 5430.6 GR 015 GR34.0 5680.2 GR 015 * * 001 X1280.0 25.0 4979.3 5026.7 132.1 20.0 18.6 X1 053 X3 10 4979.3 5072.5 X3 055 GR24.5 4289.2 24.2 4336.2 25.5 4449.5 26.3 4462.3 25.7 4520.6 GR 015 GR23.2 4564.9 23.2 4601.4 26.0 4619.7 25.4 4759.8 24.9 4776.5 GR 015 GR25.1 4817.0 27.1 4929.3 29.7 4940.3 29.7 4979.3 24.0 4993.8 GR 015 GR24.0 5000.0 24.0 5010.8 26.95026.7 26.95047.8 26.9 5062.5 GR 015 GR28.1 5164.0 28.8 5378.2 29.7 5400.0 34.2 5423.4 35.7 5826.6 GR 015 NC .1 .3 NC 029 X1290.0 23.0 4919.4 5064.5249.5 365.1 281.7 X1 053 X3 10 4920 5065 X3 055 GR28.0 4427.0 27.6 4510.8 30.3 4545.6 30.2 4654.8 28.5 4666.4 GR 015 GR26.3 4755.8 26.3 4791.7 28.7 4896.9 30.8 4904.9 31.4 4919.4 GR 015 GR28.9 4931.6 28.3 4994.5 25.9 4996.3 25.9 5000.0 25.9 5003.5 GR 015 GR28.1 5010.7 30.2 5025.7 30.9 5043.5 35.2 5064.5 34.7 5247.7 GR 015 GR31.1 5272.1 31.3 5312.8 34.7 5586.4 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