C C 006 C 23. C 006 C 202. C 006 C 202. W. BRANCH LLAGAS CK. FEMA FIS: SANTA CLARA AREA LEVEE EVALUATION STUDYC 006 C 202. CROSS SECTIONS TAKEN FROM NOLTE PHOTOGRAMMETRY (10/90) C 006 C 202. C 006 C 202. DAY ROAD INTERCEPTOR C 006 C 202. EDGE OF DITCH MODELED AS CRITICAL DEPTH SECTION. CROSS SECTION BASED C 006 C 202. ON 10/90 NOLTE TOPO AND 11/88 SCS PLANS FOR INTERCEPTOR. C 006 C 202. C 006 C 219.5 C 006 C 219.5 RANCHO 101 ROAD (Double 30"x 19.7' CMP Culverts) C 006 C 219.5 C 006 C 239. C 006 C 239. SMALL INTERNAL FARM ROAD (2 - 30"x 20.5' CMP Culverts) C 006 C 239. C 006 C 248. C 006 C 248. FITZGERALD ROAD (3.55'x 8' RCB) C 006 C 248. C 006 C 280. C 006 C 280. HIGHLAND AVENUE C 006 C 280. C 006 C 300. C 006 C 300. COOLIDGE AVENUE C 006 C 300. C 006 T1 SANTA CLARA COUNTY FLOOD INSURANCE STUDY 100-YEAR FLOODWAY T1 039 T2 NOLTE and ASSOCIATES (djs) April 1996 T2 040 T3 W. BRANCH LLAGAS - FW DAY RD. TO HAYES VALLEY T3 041 J10. 2. -1. 221.1 J1 018 J21. -1. J2 019 J3150. 200 J3 020 NC.045 .045 .035 0.10 0.30 NC 029 QT1. 160. 160. QT 034 * * 001 * Day Road Interceptor * 001 * * 001 ET 7.1 4978 5006 ET 014 X1202.0 27.0 4978.4 5008.3 X1 053 GR222.2 4502.1 220.8 4525.1 220.8 4612.9 220.6 4686.5 221.2 4756.2 GR 015 GR221.0 4848.5 221.4 4933.5 221.4 4949.6 221.7 4968.7 221.7 4978.4 GR 015 GR219.6 4997.8 219.6 5000.0 219.6 5002.3 221.8 5008.3 221.8 5024.1 GR 015 GR221.4 5081.9 221.7 5157.0 221.9 5206.8 221.8 5281.2 222.1 5358.2 GR 015 GR222.4 5425.0 222.6 5494.5 222.7 5583.3 222.4 5641.0 222.6 5696.2 GR 015 GR222.1 5763.1 222.0 5833.4 GR 015 * * 001 * Model 1:1 Contraction to Day Road Interceptor * 001 * * 001 ET 7.1 4984.6 5035 ET 014 X1204.0 22.0 4984.6 5011.5 652.3 650.0 666.1 X1 053 GR224.1 4638.7 223.0 4716.3 223.0 4815.3 223.6 4878.3 223.7 4933.9 GR 015 GR224.1 4965.0 224.2 4984.6 223.3 4995.8 221.8 4998.2 221.8 5000.0 GR 015 GR221.8 5001.7 223.3 5011.5 223.2 5051.0 223.6 5108.2 223.6 5191.8 GR 015 GR223.8 5240.9 223.8 5291.2 224.0 5357.9 224.8 5421.9 224.4 5469.5 GR 015 GR224.1 5536.9 224.1 5623.7 GR 015 * * 001 * Right Side Encroached at Hill (to Sec 224) * 001 * * 001 ET 7.1 4976.37 5018.47 ET 014 X1206.0 15.0 4970.0 5024.0 695. 730. 736.3 X1 053 GR227.0 4430.2 226.3 4547.7 225.9 4632.6 225.5 4718.1 225.6 4801.6 GR 015 GR225.6 4873.9 225.4 4937.3 225.9 4970.0 222.8 4996.0 222.8 5000.0 GR 015 GR222.8 5005.0 226.1 5024.0 226.4 5073.0 228.0 5129.1 229.7 5168.5 GR 015 * * 001 ET 7.1 4990 5010 ET 014 X1208.0 14.0 4975.3 5023.2 260. 305. 369.8 X1 053 GR228.7 4794.9 226.9 4929.3 226.2 4975.3 223.0 4995.3 223.0 5000.0 GR 015 GR223.0 5007.1 225.6 5023.2 226.1 5047.2 226.1 5065.4 225.7 5132.6 GR 015 GR225.9 5202.3 227.0 5252.0 228.6 5289.7 232.8 5335.0 GR 015 * * 001 ET 7.1 4992 5008 ET 014 X1218.0 12.0 4988.8 5006.6 200. 260. 285.3 -0.23 X1 053 GR228.5 4656.8 226.4 4877.3 226.4 4988.8 225.6 4992.6 223.5 4999.4 GR 015 GR223.5 5000.0 223.5 5001.5 225.3 5004.2 225.8 5006.6 226.5 5072.2 GR 015 GR229.6 5210.2 238.9 5281.2 GR 015 NC 0.3 0.5 NC 029 * * 001 * D/S Rancho 101 Road * 001 * * 001 ET 7.1 4988.8 5006.6 ET 014 X1219.0 23.0 4987.7 5011.2 50. 50. 50. -0.091 X1 053 GR228.3 4230.1 228.2 4653.7 226.7 4987.7 226.6 4987.8 225.15 4998.5 GR 015 GR224.534998.67 224.07 4999.13 223.9 4999.75 224.07 5000.3 224.53 5000.83 GR 015 GR225.155001. 225.15 5001.5 224.53 5001.6 224.07 5002.1 223.9 5002.7 GR 015 GR224.075003.3 224.53 5003.8 225.15 5004. 227.4 5011.1 227.5 5011.2 GR 015 GR226.7 5015.8 227.9 5108.8 234.9 5235.2 GR 015 * * 001 * Rancho 101 Road Double 30" x 19.7' CMP Culvert * 001 * * 001 ET 7.1 4988.8 5006.6 ET 014 NC.020 .020 .024 NC 029 X1219.5 1. 1. 1. X1 053 BT-23. 4230.1 228.4 228.3 4653.7 228.2 228.2 4987.7 226.7 226.7 BT 005 BT 4987.8 226.6 226.6 4998.5 226.7 225.15 4998.67 226.7 225.78 BT 005 BT 4999.13 226.7 226.23 4999.75 226.7 226.4 5000.3 226.7 226.23 BT 005 BT 5000.83 226.7 225.78 5001. 226.7 225.15 5001.5 226.7 225.15 BT 005 BT 5001.6 226.7 225.78 5002.1 226.7 226.23 5002.7 226.7 226.4 BT 005 BT 5003.3 226.7 226.13 5003.8 226.7 225.78 5004. 226.7 225.15 BT 005 BT 5011.1 227.4 227.4 5011.2 227.5 227.5 5015.8 226.7 226.7 BT 005 BT 5108.8 227.9 227.9 5235.2 235.5 234.9 BT 005 * * 001 * Repeat BT and GR data from downstream face of culvert. * 001 * * 001 ET 7.1 4805.8 5060.0 ET 014 X1220. 19.7 19.7 19.7 X1 053 X2 1. X2 054 * * 001 * U/S Rancho 101 Road * 001 * * 001 ET 7.1 4805.0 5060.0 ET 014 NC.045 .045 .035 NC 029 X1220.5 21. 4987.7 5011.2 1. 1. 1. X1 053 GR228.5 4313.8 228.2 4396.3 228.1 4503.5 228.2 4595.8 227.8 4689.0 GR 015 GR227.4 4783.4 226.3 4893.2 226.4 4957.0 226.7 4987.7 226.6 4987.8 GR 015 GR223.5 4998.5 223.5 5000.0 223.5 5001.9 227.4 5011.1 227.5 5011.2 GR 015 GR226.7 5027.3 227.6 5072.7 228.9 5132.4 229.6 5169.3 231.3 5201.6 GR 015 GR234.3 5224.7 GR 015 * * 001 * Section 50 feet upstream from culvert. * 001 * * 001 ET 7.1 4990.0 5011.2 ET 014 X1221.0 50. 50. 50. 0.23 X1 053 NC 0.1 0.3 NC 029 * * 001 ET 7.1 4985 5013.9 ET 014 X1222.0 15.0 4984.4 5013.9 207. 175. 210.6 X1 053 GR230.0 4541.2 228.9 4662.8 228.1 4765.3 227.7 4877.8 228.0 4957.6 GR 015 GR228.5 4984.4 224.7 4995.6 224.7 5000.0 224.7 5004.7 228.3 5013.9 GR 015 GR229.0 5045.1 229.2 5069.9 231.6 5137.4 233.9 5180.0 237.4 5216.8 GR 015 * * 001 ET 7.1 4997 5003 ET 014 X1224.0 12.0 4986.1 5020.1 580.5 625.9 605.1 X1 053 GR231.5 4599.0 230.4 4703.1 230.3 4793.7 229.6 4902.4 230.4 4986.1 GR 015 GR227.1 4997.7 227.1 5000.0 227.1 5003.2 231.0 5020.1 231.3 5040.8 GR 015 GR232.8 5085.2 235.9 5141.3 GR 015 * * 001 * Model 1:1 Contraction to Hill on Right Side * 001 * * 001 * Match WSEL with Split Flow Deck this Section * 001 * * 001 ET 7.1 4400 5027.5 ET 014 QT1. 1375. 1375. QT 034 X1226.0 35.0 4898.2 5027.6 993.4 975. 989.1 X1 053 GR233.2 3223.8 232.9 3265.2 232.3 3291.1 231.1 3319.8 231.9 3390.4 GR 015 GR232.4 3528.1 231.9 3691.2 230.9 3880.4 230.9 4051.0 231.8 4217.5 GR 015 GR231.9 4468.0 232.2 4663.3 232.2 4820.2 232.2 4898.2 231.6 4990.1 GR 015 GR228.6 4997.1 228.6 5000.0 228.6 5003.0 233.6 5009.3 234.1 5027.6 GR 015 GR233.7 5106.8 234.0 5172.7 233.9 5237.0 233.7 5295.8 233.9 5360.5 GR 015 GR233.4 5408.1 234.0 5472.8 233.4 5550.7 233.5 5616.4 233.7 5687.2 GR 015 GR233.6 5746.9 233.5 5810.8 233.7 5882.0 233.4 5960.0 233.6 6037.8 GR 015 * * 001 ET 7.1 4500 5010 ET 014 X1228.0 28.0 4989.3 5013.6 986.8 980.0 979.6 X1 053 GR235.9 3817.3 234.9 3940.0 235.2 4049.4 235.4 4188.5 234.9 4311.6 GR 015 GR234.8 4423.3 234.6 4550.7 234.3 4681.8 233.9 4799.0 234.1 4899.6 GR 015 GR234.5 4966.9 234.9 4989.3 233.4 4996.0 233.4 5000.0 233.4 5003.9 GR 015 GR234.6 5013.6 234.8 5053.7 235.0 5107.4 235.4 5120.9 235.2 5212.4 GR 015 GR235.3 5304.8 235.4 5363.7 235.7 5445.6 235.7 5529.4 236.0 5596.9 GR 015 GR236.2 5674.7 236.4 5757.3 236.8 5862.9 GR 015 * * 001 ET 7.1 4700. 5015.7 ET 014 X1230.0 18.0 4984.9 5015.7 800.3 800.3 800.3 -0.118 X1 053 GR240.9 3330.7 240.6 3387.5 239.9 3410.8 238.9 3444.9 238.5 3798.3 GR 015 GR238.0 4017.1 237.9 4396.5 237.5 4706.9 237.7 4984.9 237.1 4987.8 GR 015 GR235.7 4997.4 235.7 5000.0 235.7 5003.0 236.9 5006.5 238.3 5015.7 GR 015 GR237.7 5043.1 238.3 5322.0 239.8 5845.8 GR 015 NC 0.3 0.5 NC 029 * * 001 * D/S Face Small Internal Farm Road * 001 * * 001 ET 7.1 4700. 5016.7 ET 014 X1232. 34. 4982.9 5016.7 50.6 50. 50. X1 053 GR241.6 3335.6 240.9 3391.5 239.7 3406.6 239.4 3535.1 238.5 3891.9 GR 015 GR238.1 4541.2 237.8 4836.8 238.3 4982.9 238.1 4983.0 236.85 4993.7 GR 015 GR236.234993.8 235.77 4994.3 235.6 4994.9 235.77 4995.5 236.23 4996.0 GR 015 GR236.854996.2 236.85 5000.2 236.23 5000.3 235.77 5000.8 235.6 5001.4 GR 015 GR235.775002.0 236.23 5002.5 236.85 5002.7 237.5 5016.6 237.6 5016.7 GR 015 GR237.6 5076.7 237.5 5102.8 237.5 5111.4 238.0 5293.8 238.8 5444.4 GR 015 GR238.8 5459.8 238.9 5540.5 239.8 5763.0 240.6 6222.5 GR 015 * * 001 * Small Internal Farm Road (2 - 30"x 20.5' CMP Culverts) * 001 * * 001 NC0.02 0.02 0.024 NC 029 ET 9.1 7.1 4700. 5016.7 3335.6 6200. ET 014 X1239.0 1. 1. 1. X1 053 BT-34. 3335.6 241.6 241.6 3391.5 241.2 240.9 3406.6 240.0 239.7 BT 005 BT 3535.1 239.4 239.4 3891.9 238.5 238.5 4541.2 238.1 238.1 BT 005 BT 4836.8 237.8 237.8 4982.9 238.3 238.3 4983.0 238.1 238.1 BT 005 BT 4993.7 238.1 236.85 4993.8 238.1 237.48 4994.3 238.1 237.93 BT 005 BT 4994.9 238.1 238.1 4995.5 238.1 237.93 4996.0 238.1 237.48 BT 005 BT 4996.2 238.1 236.85 5000.2 238.1 236.85 5000.3 238.1 237.48 BT 005 BT 5000.8 238.1 237.93 5001.4 238.1 238.1 5002.0 238.1 237.93 BT 005 BT 5002.5 237.9 237.48 5002.7 237.9 236.85 5016.6 237.8 237.5 BT 005 BT 5016.7 237.8 237.6 5076.7 237.6 237.6 5102.8 237.5 237.5 BT 005 BT 5111.4 237.5 237.5 5293.8 238.0 238.0 5444.4 238.8 238.8 BT 005 BT 5459.8 238.8 238.8 5540.5 239.8 238.9 5763.0 239.8 239.8 BT 005 BT 6222.5 240.6 240.6 BT 005 * * 001 * Repeat BT and GR data from downstream face of culvert. * 001 * * 001 ET 7.1 4700. 5016.7 ET 014 X1240. 20.5 20.5 20.5 X1 053 X2 1. X2 054 * * 001 * U/S Small Internal Farm Road * 001 * * 001 NC0.045 0.045 0.035 NC 029 ET 7.1 4700. 5016.7 ET 014 X1240.5 44. 4982.9 5016.7 1. 1. 1. X1 053 GR242.9 3355.8 242.5 3389.4 241.2 3403.2 240.5 3415.3 239.1 3450.7 GR 015 GR239.4 3502.4 239.3 3555.7 239.3 3612.3 239.1 3663.3 239.1 3725.8 GR 015 GR238.9 3781.4 238.6 3840.9 238.4 3892.3 238.4 3947.9 238.4 4006.2 GR 015 GR238.2 4082.1 238.3 4161.5 238.3 4239.4 238.4 4303.3 238.4 4361.5 GR 015 GR238.3 4450.3 238.6 4549.1 238.2 4656.8 238.2 4745.5 237.8 4830.9 GR 015 GR237.9 4917.0 238.3 4982.9 238.1 4983.0 235.6 4993.7 235.6 5000.0 GR 015 GR235.6 5002.6 237.5 5016.6 237.6 5016.7 237.9 5053.0 238.0 5131.8 GR 015 GR238.1 5191.5 238.3 5330.9 238.4 5423.3 238.7 5434.7 238.9 5442.0 GR 015 GR239.2 5455.3 239.8 5502.6 241.1 5578.5 241.2 5665.6 GR 015 * * 001 ET 7.1 4700. 5016.7 ET 014 X1241. 50. 50. 50. 0.23 X1 053 NC 0.1 0.3 NC 029 * * 001 * Model 4:1 Expansion from Fitgerald Road Weir Flow * 001 * * 001 ET 9.1 10.4 3441.2 6000. ET 014 X1242.0 66.0 4992.7 5010.3 551.2 552.7 561.1 X1 053 GR246.2 3344.6 246.2 3351.4 244.7 3365.0 241.6 3372.6 241.6 3379.5 GR 015 GR243.4 3393.6 244.0 3406.4 244.2 3441.2 243.6 3472.7 243.4 3483.5 GR 015 GR242.7 3498.9 242.0 3558.9 242.0 3641.6 242.1 3754.0 241.2 3855.0 GR 015 GR241.4 3976.4 241.2 4091.7 240.8 4215.1 240.6 4356.0 240.5 4465.9 GR 015 GR240.6 4599.1 240.6 4721.5 240.4 4857.6 240.5 4955.7 240.5 4992.7 GR 015 GR238.4 4997.6 238.4 5000.0 238.4 5003.3 239.7 5010.3 240.1 5118.0 GR 015 GR240.6 5233.5 240.2 5352.8 240.1 5485.5 240.5 5529.9 242.2 5543.5 GR 015 GR241.2 5563.9 240.0 5567.0 239.9 5570.6 241.8 5577.3 242.5 5636.6 GR 015 GR242.4 5742.2 241.3 5837.0 241.1 5845.3 241.3 5881.1 241.9 5901.8 GR 015 GR242.6 5967.7 243.3 6015.6 244.1 6115.3 242.7 6148.8 241.7 6227.6 GR 015 GR241.9 6324.5 242.1 6462.6 241.8 6613.8 241.8 6659.2 241.8 6691.2 GR 015 GR241.5 6781.5 241.5 6885.2 241.9 6939.1 240.8 6944.3 241.8 6957.3 GR 015 GR243.3 6990.4 241.9 7008.4 241.0 7011.2 241.9 7016.0 241.3 7054.6 GR 015 GR241.2 7175.7 GR 015 * * 001 * Channel n value increased to 0.10 to because of large bramble in channel that * 001 * is assumed not to wash out during flood. * 001 * * 001 ET 9.1 7.1 4870. 5370. 3554.6 5930. ET 014 NC 0.10 NC 029 X1244.0 69.0 4985.0 5012.2 544.9 540. 549.8 X1 053 GR247.8 3406.7 247.8 3415.0 244.7 3427.0 243.2 3432.9 243.4 3451.1 GR 015 GR244.6 3456.8 245.7 3492.8 244.8 3527.5 243.6 3542.1 243.1 3545.0 GR 015 GR244.4 3554.6 243.5 3688.1 243.4 3890.0 242.9 4034.0 242.6 4203.6 GR 015 GR242.7 4337.1 242.4 4464.6 242.4 4658.1 242.1 4799.0 242.5 4924.8 GR 015 GR242.6 4985.0 239.9 4996.1 239.9 5000.0 239.9 5003.8 241.6 5012.2 GR 015 GR241.9 5086.8 242.0 5244.1 242.6 5408.4 243.0 5549.8 243.3 5576.6 GR 015 GR244.3 5589.0 244.3 5610.1 241.1 5617.2 241.1 5618.9 243.4 5624.2 GR 015 GR243.7 5701.2 243.8 5847.2 242.9 5871.6 243.4 5907.8 242.0 5912.6 GR 015 GR242.3 5923.1 242.9 6076.0 243.7 6280.9 243.9 6468.3 243.8 6650.8 GR 015 GR244.0 6694.4 243.9 6739.3 243.0 6856.0 242.9 6957.6 243.0 6983.9 GR 015 GR242.3 6987.9 244.1 6999.7 244.5 7036.3 244.1 7073.8 244.1 7200.9 GR 015 GR243.0 7232.8 242.9 7266.6 243.1 7422.1 243.8 7617.9 242.8 7625.3 GR 015 GR243.3 7630.9 244.6 7805.9 243.9 7810.3 244.2 7814.3 245.0 7973.6 GR 015 GR245.0 8068.1 245.6 8215.8 247.2 8440.6 250.3 8615.9 GR 015 NC 0.3 0.5 NC 029 * * 001 * D/S Fitzgerald Road * 001 * * 001 ET 9.1 7.1 4870. 5400. 3494.7 5920.7 ET 014 X1246.0 49.0 4994.6 5005.7 38.2 40. 43.1 X1 053 X3 242.3 242.4 X3 055 GR247.1 3408.2 247.1 3416.4 243.1 3430.0 243.1 3450.4 244.1 3456.0 GR 015 GR245.0 3494.7 243.5 3546.9 243.3 3785.8 242.1 4440.1 242.3 4965.4 GR 015 GR241.9 4988.0 241.2 4994.6 239.7 4995.99 239.7 4996. 239.7 4998.0 GR 015 GR239.7 5000.0 239.7 5002.1 239.7 5004. 239.7 5004.01 241.6 5005.7 GR 015 GR241.6 5048.2 241.2 5116.3 242.4 5220.6 243.4 5526.7 243.4 5611.3 GR 015 GR240.4 5618.3 240.4 5623.7 242.7 5632.3 243.3 5828.1 240.2 5840.4 GR 015 GR240.2 5848.6 241.6 5858.4 242.2 5920.7 240.5 5925.0 240.4 5927.5 GR 015 GR241.4 5937.7 242.9 6213.4 243.1 6667.0 243.3 6734.1 242.9 6963.6 GR 015 GR241.6 6966.8 241.6 6970.1 243.4 6981.2 243.4 7054.1 241.8 7066.4 GR 015 GR243.2 7071.3 242.9 7310.4 243.6 7668.2 244.7 8016.4 GR 015 * * 001 * Fitzgerald Road (3.55'x 8' RCB) * 001 * * 001 NC.020 .020 .016 NC 029 ET 9.1 7.1 4870. 5400. 39125920.7 ET 014 X1248. 1. 1. 1. X1 053 X3 242.3 242.4 X3 055 BT-46. 3450.4 245.2 243.1 3456.0 244.9 244.1 3494.7 245.1 245.0 BT 005 BT 3546.9 244.7 243.5 3785.8 243.9 243.1 4440.1 243.3 241.9 BT 005 BT 4965.4 244.1 242.3 4988.0 244.55 241.9 4994.6 244.55 241.2 BT 005 BT 4995.99 244.55 240.6 4996.0 244.55 243.25 4998.0 244.55 243.25 BT 005 BT 5000.0 244.55 243.25 5002.1 244.55 243.25 5004.0 244.55 243.25 BT 005 BT 5004.01 244.55 239.7 5005.7 244.5 241.6 5048.2 244.0 241.6 BT 005 BT 5116.3 243.3 241.2 5220.6 243.0 242.4 5526.7 243.4 243.4 BT 005 BT 5611.3 243.5 243.4 5618.3 243.5 240.4 5623.7 243.5 240.4 BT 005 BT 5632.3 243.5 242.7 5828.1 243.6 243.1 5840.4 243.7 240.2 BT 005 BT 5848.6 243.7 240.6 5858.4 243.7 241.6 5920.7 244.3 242.2 BT 005 BT 5925.0 244.3 240.5 5927.5 244.3 240.4 5937.7 244.2 241.4 BT 005 BT 6213.4 244.2 242.9 6667.0 244.5 243.1 6734.1 244.4 243.3 BT 005 BT 6963.6 244.1 242.9 6966.8 244.1 241.6 6970.1 244.1 243.4 BT 005 BT 6981.2 244.1 243.4 7054.1 244.1 243.4 7066.4 244.1 241.8 BT 005 BT 7071.3 244.1 243.2 7310.4 244.0 242.9 7668.2 244.6 243.6 BT 005 BT 8016.4 244.7 244.7 BT 005 * * 001 ET 9.1 7.1 4600. 5150. 3500.8 5920.7 ET 014 X1250.0 57.0 4995.99 5004.01 32. 32. 32. X1 053 BT-57.0 3416.3 247.4 247.4 3421.7 247.4 247.4 3439.5 245.7 245.7 BT 005 BT 3468.2 244.3 244.3 3500.8 245.3 245.3 3553.5 244.6 244.5 BT 005 BT 3647.2 244.3 244.2 3742.0 244.0 243.7 3858.8 243.6 242.8 BT 005 BT 3995.7 243.2 242.6 4038.0 243.1 243.0 4216.0 243.8 243.8 BT 005 BT 4390.5 243.3 243.3 4439.0 243.3 243.3 4544.1 243.1 242.6 BT 005 BT 4792.9 243.5 242.3 4959.1 244.0 242.5 4984.0 244.55 242.3 BT 005 BT 4984.1 244.55 242.2 4995.4 244.55 241.5 4995.99 244.55 240.0 BT 005 BT 4996. 244.55 243.55 5000. 244.55 243.55 5004. 244.55 243.55 BT 005 BT 5004.01 244.55 240. 5008.4 244.5 241.3 5008.5 244.5 241.4 BT 005 BT 5094.8 243.4 241.6 5207.2 243.0 240.7 5248.1 243.1 241.1 BT 005 BT 5274.7 243.1 243.1 5424.2 243.3 243.0 5662.5 243.5 242.6 BT 005 BT 5911.7 243.7 243.0 5927.9 244.3 244.3 5946.5 244.0 244.0 BT 005 BT 5951.8 243.7 241.6 5956.7 243.7 241.6 5978.0 243.8 242.2 BT 005 BT 6278.6 244.2 242.8 6529.7 244.7 244.7 6775.7 244.3 243.9 BT 005 BT 6931.8 244.1 242.5 7238.0 244.0 242.7 7528.0 244.6 243.2 BT 005 BT 7840.0 245.7 245.0 7886.0 245.9 245.7 7890.2 245.9 244.3 BT 005 BT 7892.4 245.9 244.3 7896.4 245.9 245.9 7926.8 246.1 246.1 BT 005 BT 7928.2 246.0 245.4 7930.9 246.1 245.3 7934.9 246.1 245.9 BT 005 BT 8016.8 246.4 245.8 8164.5 247.0 246.0 8624.8 251.6 250.6 BT 005 GR247.4 3416.3 247.4 3421.7 245.7 3439.5 244.3 3468.2 245.3 3500.8 GR 015 GR244.5 3553.5 244.2 3647.2 243.7 3742.0 242.8 3858.8 242.6 3995.7 GR 015 GR243.0 4038.0 243.8 4216.0 243.3 4390.5 243.3 4439.0 242.6 4544.1 GR 015 GR242.3 4792.9 242.5 4959.1 242.3 4984.0 242.2 4984.1 241.5 4995.4 GR 015 GR240.0 4995.99 240.0 4996. 240.0 5000.0 240.0 5004. 240.0 5004.0 GR 015 GR241.3 5008.4 241.4 5008.5 241.6 5094.8 240.7 5207.2 241.1 5248.1 GR 015 GR243.1 5274.7 243.0 5424.2 242.6 5662.5 243.0 5911.7 244.3 5927.9 GR 015 GR244.0 5946.5 241.6 5951.8 241.6 5956.7 242.2 5978.0 242.8 6278.6 GR 015 GR244.7 6529.7 243.9 6775.7 242.5 6931.8 242.7 7238.0 243.2 7528.0 GR 015 GR245.0 7840.0 245.7 7886.0 244.3 7890.2 244.3 7892.4 245.9 7896.4 GR 015 GR246.1 7926.8 245.4 7928.2 245.3 7930.9 245.9 7934.9 245.8 8016.8 GR 015 GR246.0 8164.5 250.6 8624.8 GR 015 * * 001 * U/S Fitzgerald Road * 001 * * 001 NC.045 0.045 0.035 NC 029 ET 9.17.1 4600. 5150. 3500.8 5920.7ET 014 X1251.0 1. 1. 1. X1 053 * * 001 * Model 1:1 Contraction to Fitzgerald Road Weir Flow * 001 * * 001 ET 9.1 7.1 4657.5150. 3227.5 5650. ET 014 X1252.0 66.0 4992.1 5007.6 50. 50. 291.1 X1 053 GR248.0 3139.3 248.0 3146.7 245.1 3160.7 245.0 3182.9 245.4 3194.4 GR 015 GR246.3 3227.5 245.5 3264.0 244.9 3311.7 244.4 3449.5 244.6 3476.9 GR 015 GR243.7 3553.8 243.2 3642.9 243.8 3720.2 244.1 3731.8 243.3 3734.3 GR 015 GR244.0 3743.4 244.9 3829.7 245.3 3979.0 245.1 4125.4 244.6 4195.4 GR 015 GR242.8 4205.5 243.1 4218.3 243.4 4348.9 243.1 4465.2 242.9 4560.0 GR 015 GR242.5 4657.7 242.9 4757.8 242.8 4852.2 242.8 4928.8 243.4 4992.1 GR 015 GR241.5 4998.0 241.5 5000.0 241.5 5001.8 243.7 5007.6 243.6 5119.0 GR 015 GR243.2 5217.5 242.8 5309.2 243.1 5478.5 243.5 5581.5 244.3 5651.8 GR 015 GR244.3 5667.3 242.5 5671.8 243.3 5675.7 243.3 5759.2 243.9 5885.3 GR 015 GR243.8 5994.4 243.8 6066.2 244.2 6155.9 245.0 6275.3 244.7 6379.7 GR 015 GR244.6 6498.1 244.2 6594.1 243.4 6723.2 243.2 6857.0 243.6 7002.0 GR 015 GR244.0 7130.0 244.1 7239.6 244.4 7362.4 245.1 7499.4 245.8 7597.2 GR 015 GR245.5 7612.6 246.9 7622.3 247.2 7648.1 246.0 7654.2 246.7 7660.6 GR 015 GR246.0 7751.0 GR 015 NC 0.1 0.3 NC 029 * * 001 ET 9.1 7.1 4760.5100. 3260.4 6000. ET 014 X1254.0 63.0 4950.7 5080.6 695.0 520. 569.9 X1 053 GR249.4 3158.3 249.4 3166.2 247.9 3178.4 247.0 3203.7 248.4 3219.6 GR 015 GR248.8 3260.4 247.4 3283.9 246.2 3338.1 245.8 3442.1 245.4 3568.5 GR 015 GR245.2 3758.0 245.6 4025.9 245.7 4256.5 245.6 4448.6 245.7 4591.1 GR 015 GR245.3 4750.3 244.4 4830.3 244.0 4871.0 244.4 4950.7 243.9 4980.5 GR 015 GR242.8 4993.8 242.8 5000.0 242.8 5004.2 243.6 5017.0 244.3 5080.6 GR 015 GR245.3 5219.6 246.3 5308.4 246.6 5366.9 245.9 5473.4 246.0 5562.6 GR 015 GR245.0 5654.8 245.1 5670.5 244.2 5676.2 244.1 5677.7 245.0 5683.5 GR 015 GR244.6 5771.9 244.1 5902.9 244.5 6015.6 244.8 6062.5 245.4 6094.5 GR 015 GR245.2 6184.0 245.0 6266.4 245.2 6355.7 245.1 6445.5 245.4 6528.8 GR 015 GR245.4 6568.9 244.8 6586.7 244.3 6672.2 244.4 6822.3 244.7 6952.1 GR 015 GR244.8 7071.5 245.0 7201.7 245.0 7310.0 245.6 7429.5 246.0 7523.1 GR 015 GR246.4 7579.4 246.2 7587.8 247.3 7597.8 247.5 7622.9 246.0 7627.3 GR 015 GR247.3 7632.9 246.4 7658.6 246.8 7745.8 GR 015 * * 001 ET 7.1 4872.5200. ET 014 X1256.0 36.0 4983.7 5011.8 200. 250. 323.4 X1 053 GR249.0 3422.3 247.6 3453.5 246.9 3467.3 246.8 3479.6 246.8 3683.9 GR 015 GR246.1 3825.0 246.0 3965.2 246.1 4102.5 246.3 4242.5 246.6 4375.0 GR 015 GR246.6 4508.8 246.4 4635.9 246.6 4740.3 246.1 4854.9 245.4 4914.8 GR 015 GR245.7 4949.3 245.8 4983.7 242.5 4996.9 242.5 5000.0 242.5 5002.2 GR 015 GR244.8 5011.8 244.4 5049.2 245.1 5098.2 245.3 5225.9 246.0 5375.9 GR 015 GR246.2 5463.2 246.3 5571.1 245.9 5706.4 246.1 5818.8 246.3 5844.6 GR 015 GR245.7 5851.3 244.4 5855.2 244.8 5859.5 245.2 5998.4 245.4 6237.8 GR 015 GR246.3 6431.5 GR 015 * * 001 ET 10.4 ET 014 X1258.0 28.0 4986.4 5012.2 534.1 450. 492. X1 053 GR249.3 4110.3 249.2 4129.5 247.6 4150.5 247.1 4212.0 247.2 4286.4 GR 015 GR247.0 4363.8 247.5 4456.6 247.3 4530.8 247.6 4581.4 247.4 4612.8 GR 015 GR247.3 4701.2 247.5 4800.0 247.4 4894.2 246.7 4955.1 246.8 4986.4 GR 015 GR243.4 4996.6 243.4 5000.0 243.4 5003.2 246.1 5012.2 245.6 5051.7 GR 015 GR245.8 5154.5 247.0 5338.0 247.0 5477.3 247.0 5589.8 247.8 5709.7 GR 015 GR248.1 5829.4 247.8 5912.5 247.8 5936.4 GR 015 * * 001 * Orchard in Left Overbank, increase "n" value. * 001 * * 001 NC.055 NC 029 ET 7.1 4800. 5170. ET 014 X1260.0 18.0 4993.4 5012.2 566.3 597.0 611.5 X1 053 GR250.3 4452.7 250.1 4580.5 249.2 4718.9 247.9 4866.0 247.9 4912.9 GR 015 GR246.8 4940.6 248.1 4993.4 245.4 4998.5 245.4 5000.0 245.4 5002.6 GR 015 GR247.5 5012.2 247.9 5030.5 248.2 5094.1 248.5 5200.3 248.6 5304.9 GR 015 GR248.7 5383.8 249.3 5475.2 251.0 5605.8 GR 015 * * 001 * Return Left Overbank "n" to previous value. * 001 * * 001 NC.045 NC 029 ET 7.1 5350. 5700. ET 014 X1262.0 25.0 4988.7 5013.6 500. 430. 470.0 X1 053 GR254.3 3850.9 253.5 3868.7 252.5 3878.0 252.1 3977.8 252.0 4113.5 GR 015 GR251.9 4236.6 251.9 4375.4 251.8 4510.7 251.5 4718.8 251.4 4862.0 GR 015 GR251.6 4944.9 250.9 4988.7 248.3 4996.8 248.3 5000.0 248.3 5003.2 GR 015 GR251.0 5013.6 251.0 5048.8 251.6 5157.3 251.7 5312.3 251.4 5421.7 GR 015 GR251.4 5552.6 250.4 5689.3 251.0 5881.0 251.9 6023.7 251.9 6170.8 GR 015 * * 001 ET 7.4 ET 014 X1264.0 14.0 4990.8 5012.1 870. 870. 870. X1 053 GR254.2 4990.8 251.0 4997.6 251.0 5000.0 251.0 5001.3 254.8 5012.1 GR 015 GR253.4 5023.1 253.5 5117.5 253.4 5234.8 253.4 5353.7 253.4 5461.6 GR 015 GR253.6 5571.7 253.8 5724.6 253.9 5807.8 255.0 5813.4 GR 015 * * 001 X1266.0 38.0 4990.1 5012.2 889.2 825.9 890.9 X1 053 GR259.2 3464.2 258.9 3490.6 258.2 3511.0 257.1 3627.8 257.6 3704.2 GR 015 GR257.2 3804.7 257.2 3878.8 256.8 3980.4 256.4 4100.7 256.4 4249.7 GR 015 GR256.2 4372.7 255.9 4590.6 255.6 4755.2 255.2 4893.2 255.4 4970.1 GR 015 GR255.7 4990.1 252.0 4996.0 252.0 5000.0 252.0 5002.6 255.3 5012.2 GR 015 GR254.8 5100.5 254.8 5203.8 255.5 5378.8 256.0 5546.9 256.2 5671.8 GR 015 GR256.4 5764.4 257.2 5870.0 257.7 5936.8 257.7 5954.2 257.7 5956.9 GR 015 GR257.7 6124.9 258.2 6302.7 258.8 6487.0 259.2 6783.9 259.0 6832.9 GR 015 GR259.0 6850.9 260.1 7061.8 262.2 7393.3 GR 015 * * 001 * * 001 ET 7.1 4900. 5100. ET 014 X1268.0 17.0 4985.9 5011.4 670. 640. 650. X1 053 GR259.9 4985.9 253.3 4998.9 253.3 5000.0 253.3 5001.9 259.5 5011.4 GR 015 GR258.4 5036.0 258.2 5066.4 259.2 5255.2 259.2 5410.8 259.3 5557.6 GR 015 GR259.7 5680.7 260.3 5814.7 260.4 5903.8 261.0 5930.0 261.8 6082.7 GR 015 GR263.0 6344.8 264.6 6595.4 GR 015 * * 001 * * 001 ET 6.4 ET 014 X1270.0 9.0 4986.9 5009.3 1060.5 1024.7 1075.3 X1 053 GR263.8 4986.9 257.8 4997.1 257.8 5000.0 257.8 5001.5 262.6 5009.3 GR 015 GR261.9 5067.6 264.4 5717.9 265.6 5950.6 269.2 6355.1 GR 015 * * 001 ET 8.4 ET 014 X1272.0 14.0 4991.8 5011.3 947.5 900. 948.9 X1 053 GR266.3 4359.9 264.1 4964.4 264.1 4985.8 264.6 4991.8 262.4 4997.9 GR 015 GR262.4 5000.0 262.4 5003.3 265.6 5011.3 265.6 5016.7 264.5 5022.7 GR 015 GR264.3 5060.4 265.7 5607.1 269.8 6224.3 274.5 7001.1 GR 015 * * 001 * D/S Highland Avenue * 001 * * 001 X1276.0 14.0 4994.9 5003.6 250. 250. 300. X1 053 GR268.2 3610.3 267.4 3776.2 265.9 4036.5 265.2 4442.9 265.3 4514.7 GR 015 GR267.1 4860.6 268.4 4994.9 265.4 4999.3 265.4 5000.0 265.4 5001.8 GR 015 GR267.9 5003.6 268.1 5025.9 269.2 5300.7 272.1 5815.7 GR 015 * * 001 * Highland Avenue * 001 * * 001 * End Floodway * 001 * * 001 EJ EJ 012 T1 T1 039 T2 T2 040 T3 T3 041 J1 3. -1. 222.1 J1 018 J22. -1. J2 019 ER ER 013