SF Right and Left Bank Overtopping SF 038 TW Right Bank Spill Between Sections 374 and 380 TW 050 WS 2 374 380 -1 3 WS 052 WC 0 74 186 81.3 WC 051 TW Right Bank Spill Between Sections 372 and 374 TW 050 WS 2 372 374 -1 3 WS 052 WC 0 69 278 74 WC 051 TW Left Bank Spill Between Sections 372 and 374 TW 050 WS 2 372 374 -1 3 WS 052 WC 0 67.7 278 74.9 WC 051 TW Left Bank Spill Between Sections 370 and 372 TW 050 WS 2 370 372 -1 3 WS 052 WC 0 65.4 150 67.7 WC 051 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 280 and 290 TW 050 WS 2 280 290 -1 3 WS 052 WC 0 30.2 282 35 WC 051 TW Right Bank Spill Between Sections 260 and 280 TW 050 WS 2 260 280 -1 3 WS 052 WC 0 30.5 20 30.2 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 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 EE EE 011 C C 006 C 14 C 006 C 100 Starting Water Surface From Berryessa Creek 1994 Run, Avg. of xs120,130 C 006 C 100 Calera Creek - D/S Confluence with Berryessa Creek C 006 C 100 Cross Sections Left to Right Looking Downstream C 006 C 100 Stream Cross Sections and Overbank Elevations Were Taken C 006 C 100 Photogrammetrically by Nolte South San Francisco C 006 C 100 C 006 C 100 Confluence With Berryessa Creek C 006 C 120 SPRR/WPRR Culvert Crossing - Double 11' x 6' RCB C 006 C 150 N. Milpitas Blvd. Crossing - Double 10' x 7' RCB C 006 C 320 Esquela Parkway - Double Box, 12' x 4' and 17' x 4' C 006 C 320 C 006 C 430 Hwy 680 Crossing - 10'x 8' Box Culvert C 006 C 430 Topo U/S of Park Victoria supplemented by Higuera Adobe Park Plans C 006 C 460 Spill occurs in left O/B then returns at Section 440 (Park is Ponded) C 006 T1 George S. Nolte and Associates 250-89-10 T1 039 T2 Michael Cadei T2 040 T3 Calera Creek 100-Year T3 041 J1 2 12.59 J1 018 J2 -1 J2 019 NC 0.0250.025 0.06 0.6 0.8 NC 029 QT1.0 920 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 4991.3 5025.9 66.2 91.2 73.0 X1 053 X3 10 4991.3 5064.1 X3 055 GR7.8 4908.9 7.9 4952.2 10.0 4979.0 10.4 4991.3 6.3 4995.6 GR 015 GR6.3 5000.0 6.3 5011.7 9.6 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 11'x 6' RCB * 001 X1120.0 154988.2 5012.0 184.0 178.0 182.3 X1 053 X310 5012 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 4988.2 6.6 4988.3GR 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 5011.9 12.6 5012.0 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 X1142.0 13.0 4977.0 5013.7 62.4 79.4 58.2 X1 053 X310 4977 X3 055 GR18.2 4905.0 18.5 4969.3 18.1 4977.0 14.6 4982.6 14.6 4991.2 GR 015 GR8.1 4994.0 8.1 5000.0 8.1 5008.4 16.1 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 4987.2 5013.1 135.6 141.5 152.5 X1 053 X2 1 16.1 17.9 0.7 X2 054 X310 4987.2 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 4991.3 BT 005 BT17.9 5000.0 17.9 5008.7 17.8 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 4991.3 9.1 5000.0 9.1 5008.7 16.7 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 X1160.0 17.0 4979.4 5025.7 60.8 41.8 43.3 X1 053 X310 4979.4 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 X1170.0 32.0 4976.3 5031.9 371.7 396.0 332.6 X1 053 X310 4976.3 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 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 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 NC .025 .035 .035 0.6 0.8 NC 029 * * 001 X1200.0 23.0 4975.6 5031.5 69.9 75.0 87.0 X1 053 X310 4975.6 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 X1210.0 23.0 4979.0 5028.4 80.2 142.5 117.8 X1 053 X310 4979 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 4983.8 5016.8 154.3 104.8 102.5 0 X1 053 X2 1 17.8 19.4 0.97 X2 054 X310 4983.8 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 4995.6 19.4 BT 005 BT 5000.0 19.4 5005.8 19.4 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 4995.6 GR 015 GR10.8 5000.0 10.8 5005.8 19.7 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 * * 001 * Change Expansion/Contraction Coefficients * 001 NC .025 .035 .035 0.1 0.3 NC 029 * * 001 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 5009.9 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 30.5 5009.9 29.5 5042.2 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 4973.3 5026.7 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 30.2 5026.7 29.5 5047.8 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 X1290.0 23.0 4919.4 5064.5249.5 365.1 281.7 X1 053 X3 10 4919.4 5064.5 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 X1300.0 17.0 4914.1 5023.2 490.3 495.8 472.0 X1 053 X3 10 4914.1 5023.2 X3 055 GR35.0 4728.4 35.0 4756.2 36.1 4763.4 35.8 4769.8 34.4 4774.5 GR 015 GR35.3 4889.3 37.4 4896.9 37.4 4914.1 34.6 4923.4 34.5 4985.6 GR 015 GR32.9 4994.3 32.9 5000.0 32.9 5007.1 38.8 5023.2 39.5 5233.4 GR 015 GR38.7 5398.7 37.3 5454.3 GR 015 X1302.0 13.0 4925.3 5030.6 132.4 130.3 133.9 X1 053 X310 4925.3 5030.6 X3 055 GR39.4 4858.4 39.2 4886.8 38.2 4905.5 38.5 4925.3 35.4 4947.0 GR 015 GR35.4 4964.0 35.6 4977.3 33.6 4988.9 33.6 5000.0 33.6 5011.9 GR 015 GR39.1 5030.6 38.9 5092.4 39.2 5188.4 GR 015 X1310.0 12.0 4979.9 5024.2 46.4 53.6 37.4 X1 053 X310 4979.9 5024.2 X3 055 GR39.5 4847.3 40.2 4930.5 39.6 4958.7 39.5 4979.9 34.1 4983.8 GR 015 GR34.1 5000.0 34.1 5015.3 39.1 5024.2 41.0 5047.7 40.9 5128.2 GR 015 GR42.3 5372.0 41.3 5429.5 GR 015 * * 001 * Crossing at Esquela Parkway - Double Box, 12'x 4'and 10'x 4' * 001 * Must Use SB Card Since the Culverts are not Identical * 001 SB 1.25 2.18 3 0 29 2.5 88.0 0 35.80 34.1SB 036 X1320.0 13.0 4978.8 5023.7 245.9 188.4 196.3 X1 053 X2 1 39.8 41.4 0.7 X2 054 X310 4978.8 5023.7 X3 055 BT13.0 4894.4 42.0 4920.2 42.1 4969.1 42.7 BT 005 BT4978.842.1 4978.9 42.0 4985.9 41.4 5000.0 BT 005 BT41.3 5015.9 41.3 5023.6 42.7 5023.7 42.8 BT 005 BT 5095.4 43.9 5157.4 42.4 5219.2 42.6 BT 005 GR41.0 4894.4 42.14920.2 42.7 4969.1 42.1 4978.8 42.0 4978.9 GR 015 GR35.8 4985.9 35.8 5000.0 35.8 5015.9 42.7 5023.6 42.8 5023.7 GR 015 GR43.9 5095.4 42.4 5157.4 41.6 5219.2 GR 015 X1340.0 12.0 4985.8 5091.2 61.2 64.3 68.5 X1 053 X310 4985.8 5091.2 X3 055 GR42.1 4910.9 43.9 4964.3 43.4 4985.8 37.8 4997.1 37.8 5000.0 GR 015 GR37.8 5002.7 38.9 5010.5 38.2 5075.3 42.8 5091.2 43.6 5107.5 GR 015 GR46.2 5118.4 44.5 5156.5 GR 015 X1342.0 17.0 4985.0 5096.4 445.2 498.3 447.7 X1 053 X310 4985 5096.4 X3 055 GR49.6 4816.2 50.4 4879.0 51.1 4985.0 44.6 4997.2 44.6 5000.0 GR 015 GR44.6 5002.7 46.7 5006.0 46.9 5083.6 51.1 5096.4 52.1 5117.0 GR 015 GR50.7 5205.8 49.5 5225.0 49.8 5273.5 51.4 5348.4 52.3 5406.9 GR 015 GR54.0 5419.9 54.2 5496.7 GR 015 X1350.0 10.0 4987.6 5097.0 494.6 455.9 493.2 X1 053 X310 4987.6 5097 X3 055 GR60.4 4696.9 61.0 4867.5 63.0 4987.6 51.1 4997.3 51.1 5000.0 GR 015 GR51.1 5003.2 57.0 5013.9 56.5 5080.6 61.0 5097.0 62.1 5247.7 GR 015 X1360.0 15.0 4989.9 5027.7 51.9 95.1 29.9 X1 053 X310 4989.9 5027.7 X3 055 GR62.1 4813.1 62.2 4858.0 63.4 4888.5 63.6 4989.9 55.8 4996.3 GR 015 GR55.8 5000.0 55.8 5005.1 57.6 5008.5 63.1 5027.7 62.6 5218.7 GR 015 GR66.6 5250.4 66.8 5492.9 62.7 5523.2 61.5 5762.5 64.7 5853.3 GR 015 X1370.0 15.0 4987.4 5009.8 28.9 14.4 29.9 X1 053 X310 4987.4 5009.8 X3 055 GR61.8 4784.0 63.5 4864.2 65.4 4987.4 56.5 4995.9 56.5 5000.0 GR 015 GR56.5 5005.8 64.2 5009.8 64.0 5032.8 63.6 5132.4 62.8 5179.7 GR 015 GR67.1 5209.6 67.3 5521.2 63.0 5545.9 62.0 5755.6 65.9 5801.5 GR 015 X1372.0 11.0 4988.7 5014.8 153.3 156.5 149.7 X1 053 X310 4988.7 5014.8 X3 055 GR66.6 4837.2 67.7 4988.7 63.2 4996.7 63.2 5000.0 63.2 5004.1 GR 015 GR69.0 5014.8 69.8 5033.4 71.0 5503.8 69.0 5519.0 67.9 5655.1 GR 015 GR65.3 5712.6 GR 015 X1374.0 13.0 4984.8 5008.2 282.1 286.4 277.6 X1 053 X310 4984.8 5008.2 X3 055 GR73.4 4746.2 74.2 4803.5 75.8 4828.9 76.7 4966.2 74.9 4984.8 GR 015 GR69.0 4997.1 69.0 5000.0 69.0 5002.6 74.0 5008.2 74.0 5167.2 GR 015 GR74.0 5656.2 69.2 5683.1 67.5 5847.7 GR 015 X1380.0 11.0 4985.5 5011.0 199.5 174.4 185.8 X1 053 X310 4985.5 5011. X3 055 GR80.5 4861.3 80.5 4985.5 71.3 4996.0 71.3 5000.0 71.3 5003.4 GR 015 GR81.3 5011.0 81.3 5064.1 78.5 5098.1 77.5 5209.8 76.9 5305.6 GR 015 GR81.4 5360.5 GR 015 X1390.0 14.0 4986.2 5011.5 118.4 99.7 99.4 X1 053 X310 4986.2 5011.5 X3 055 GR86.5 4901.6 85.1 4969.7 83.3 4974.2 83.3 4986.2 74.1 4996.4 GR 015 GR74.1 5000.0 74.1 5004.4 82.2 5011.5 82.9 5051.6 81.1 5130.1 GR 015 GR77.7 5160.5 78.5 5216.6 81.7 5237.3 82.9 5331.8 GR 015 X1400.0 13.0 4990.3 5017.1 95.9 59.9 102.4 X1 053 X310 4990.3 5017.1 X3 055 GR87.6 4753.8 88.5 4811.2 96.2 4855.3 86.2 4889.8 85.9 4990.3 GR 015 GR80.1 4996.9 80.1 5000.0 80.1 5003.5 86.4 5017.1 86.3 5066.2 GR 015 GR84.6 5095.4 84.0 5202.2 83.3 5293.9 GR 015 QT1.0 850 QT 034 NC .025 .035 .035 0.6 0.8 NC 029 * Crossing at Hwy 680 - Combining two Culverts and Short reach of Channel Not * 001 * Accessible Since Bounded by High Soundwall and High Cyclone Fence * 001 SB 0 4.56 3.0 10 0 75 0 98.1 80.1SB 036 X1430.0 18.0 4989.4 5022.2 645.1 727.8 728.8 X1 053 X2 1 105.6 107.0 X2 054 X310 4989.4 5022.2 X3 055 BT18.0 4082.7 79.4 79.44355.3 101.2 101.2 4530.6 97.9 97.9 BT 005 BT4649.799.3 99.3 4678.1 107.7 107.7 4880.4 104.3 104.3 4952.6 BT 005 BT106.3 106.3 4989.4 107.0 107.0 4989.5 106.9 105.64995.1 107.0BT 005 BT 105.65000.0 107.0 105.65005.7 107.0 105.65022.1 106.4 106.4BT 005 BT5022.2106.5 106.5 5097.3 106.7 106.7 5173.6 107.0 107.0 5529.2 BT 005 BT106.4 105.4 5836.9 107.1 106.1 BT 005 GR78.4 4082.7 101.2 4355.3 97.9 4530.6 99.3 4649.7 107.7 4678.1 GR 015 GR104.3 4880.4 106.3 4952.6 107.0 4989.4 106.9 4989.5 98.1 4995.1 GR 015 GR98.1 5000.0 98.1 5005.7 106.4 5022.1 106.5 5022.2 106.7 5097.3 GR 015 GR107.0 5173.6 105.4 5529.2 106.1 5836.9 GR 015 NC .025 .025 .03 0.1 0.3 NC 029 * Encroached to 1:1 Contraction Limit * 001 X1440.0 23.0 4963.6 5042.8 122.1 95.8 79.5 X1 053 X310 4895.5 5042.8 X3 055 GR96.5 4171.199.5 4242.4 101.6 4250.6 101.8 4400.1 99.3 4488.0 GR 015 GR101.5 4514.5 102.5 4588.2 108.6 4618.9 105.4 4765.0 105.3 4818.9 GR 015 GR111.2 4862.3 111.1 4895.5 109.0 4912.2 108.7 4963.6 100.8 4991.6 GR 015 GR100.8 5000.0 100.8 5005.5 110.5 5026.5 112.8 5042.8 112.4 5061.0 GR 015 GR107.6 5103.7 108.0 5194.0 108.2 5284.8 GR 015 * This Section Added from Field Survey, Topo Plans * 001 X1 445 14 4989 5008 45 45 45 X1 053 X3 10 4894 5008 X3 055 GR 111 4779 110 4794 109 4807 108 4824 107 4839GR 015 GR 107 4859 108 4894 109 4929 107.5 4979 107.5 4989GR 015 GR 103.8 4996 103.8 5000 103.8 5004 112.5 5008 GR 015 * Added Sections U/S of Hwy 680 to Model Spills in Left OB. * 001 * No Chanl.Imp. have Been Made to Calera U/S of Victoria since 1977 Study * 001 * Old Section 7175, Verified/Modified from Field Survey * 001 X1 450 10 4975 5040 185 185 185 X1 053 X3 10 4940 5040 X3 055 GR 114.5 4940 113.5 4975 110.5 4995.6 110.5 5000 110.6 5008.7GR 015 GR 114.8 5040 115.2 5063.8 116.1 5072.9 115.0 5078.4 115.2 5122.0GR 015 * Old Section 7280, Verified/Modified from Field Survey * 001 X1 460 10 4970.6 5040.2 80 80 80 X1 053 X3 10 4965 5040.2 X3 055 GR 117.5 4965 116.3 4970.6 115.6 4985.6 114.2 4997.4 114.3 5000GR 015 GR 114.3 5005.4 117.4 5040.2 117.9 5058.6 118.9 5065.2 118.7 5101.3GR 015 * Old Section 7425, Verified/Modified from Field Survey * 001 X1 470 13 4986.5 5011.5 90 90 90 X1 053 X3 10 4986.5 X3 055 GR 116.2 4804.8 119.1 4873.3 119.5 4946.7 119.7 4986.5 117.2 4997.9GR 015 GR 117.2 5000 117.2 5003 120.5 5011.5 122 5046.2 123.3 5066.1GR 015 GR 125.2 5078.3 124.1 5082.8 124.6 5103.6 GR 015 EJ EJ 012 BLANK_LINE 004 BLANK_LINE 004 BLANK_LINE 004 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