* Main Channel Deck * 001 C C 006 C 20. 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 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 (main) DAY RD. TO HAYES VALLEY T3 041 J10. 2. -1. 221.1 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 QT1. 160. QT 034 * Day Road Interceptor * 001 X1202.0 56.0 4978.4 5008.3 X1 053 X3 4502.1 X3 055 GR225.7 2982.5 224.4 2986.8 221.0 2999.4 221.0 3011.0 223.0 3028.0 GR 015 GR223.6 3049.7 223.3 3086.5 222.2 3102.8 221.8 3249.1 221.7 3316.3 GR 015 GR221.6 3382.1 221.1 3406.7 219.2 3408.9 219.2 3412.6 220.6 3421.5 GR 015 GR220.1 3469.7 220.6 3542.6 221.0 3620.6 221.3 3713.5 221.2 3787.0 GR 015 GR221.4 3883.3 221.7 3957.0 222.0 4031.6 221.8 4106.5 221.6 4183.1 GR 015 GR221.4 4278.2 221.2 4374.6 221.5 4451.7 222.2 4477.6 222.2 4502.1 GR 015 GR220.8 4525.1 220.8 4612.9 220.6 4686.5 221.2 4756.2 221.0 4848.5 GR 015 GR221.4 4933.5 221.4 4949.6 221.7 4968.7 221.7 4978.4 219.6 4997.8 GR 015 GR219.6 5000.0 219.6 5002.3 221.8 5008.3 221.8 5024.1 221.4 5081.9 GR 015 GR221.7 5157.0 221.9 5206.8 221.8 5281.2 222.1 5358.2 222.4 5425.0 GR 015 GR222.6 5494.5 222.7 5583.3 222.4 5641.0 222.6 5696.2 222.1 5763.1 GR 015 GR222.0 5833.4 GR 015 * * 001 * Model 1:1 Contraction to Day Road Interceptor * 001 * * 001 X1204.0 61.0 4984.6 5011.5 652.3 650.0 666.1 X1 053 X3 4638.7 5570. X3 055 GR227.5 2979.6 227.5 2987.9 226.0 2996.5 222.9 3012.4 222.9 3019.5 GR 015 GR224.3 3035.9 224.6 3058.3 224.6 3089.9 223.8 3111.3 223.6 3125.7 GR 015 GR221.1 3138.7 221.4 3195.2 222.0 3282.2 222.1 3388.4 221.8 3451.4 GR 015 GR222.5 3553.1 222.6 3651.6 222.6 3730.4 222.5 3808.3 223.8 3909.6 GR 015 GR224.2 3986.3 224.2 4113.1 223.4 4198.9 223.5 4306.6 223.0 4383.1 GR 015 GR223.8 4453.2 223.7 4493.6 223.4 4545.5 224.1 4638.7 223.0 4716.3 GR 015 GR223.0 4815.3 223.6 4878.3 223.7 4933.9 224.1 4965.0 224.2 4984.6 GR 015 GR223.3 4995.8 221.8 4998.2 221.8 5000.0 221.8 5001.7 223.3 5011.5 GR 015 GR223.2 5051.0 223.6 5108.2 223.6 5191.8 223.8 5240.9 223.8 5291.2 GR 015 GR224.0 5357.9 224.8 5421.9 224.4 5469.5 224.1 5536.9 224.1 5623.7 GR 015 GR223.9 5678.8 224.0 5734.0 224.0 5802.8 223.6 5869.4 223.7 5945.7 GR 015 GR223.5 6010.1 223.6 6085.3 223.9 6155.7 224.9 6223.4 226.4 6273.5 GR 015 GR228.9 6336.0 GR 015 * * 001 * Right Side Encroached at Hill (to Sec 224) * 001 * * 001 X1206.0 43.0 4970.0 5024.0 695. 730. 736.3 X1 053 X3 4430.2 5300. X3 055 GR229.5 2895.6 229.5 2901.4 226.4 2926.8 226.4 2936.8 227.2 2957.5 GR 015 GR228.1 2975.7 228.1 3004.1 227.5 3024.9 226.5 3043.4 226.5 3109.2 GR 015 GR225.0 3283.1 223.9 3380.2 223.0 3427.2 222.2 3431.8 222.2 3434.7 GR 015 GR223.1 3440.2 223.8 3501.1 224.7 3595.3 225.2 3703.2 225.9 3793.0 GR 015 GR226.3 3865.2 227.2 3900.5 227.1 3992.6 226.7 4087.7 226.4 4187.7 GR 015 GR226.4 4256.2 225.9 4339.5 226.4 4395.2 227.0 4430.2 226.3 4547.7 GR 015 GR225.9 4632.6 225.5 4718.1 225.6 4801.6 225.6 4873.9 225.4 4937.3 GR 015 GR225.9 4970.0 222.8 4996.0 222.8 5000.0 222.8 5005.0 226.1 5024.0 GR 015 GR226.4 5073.0 228.0 5129.1 229.7 5168.5 GR 015 * * 001 X1208.0 35.0 4975.3 5023.2 260. 305. 369.8 X1 053 X3 4794.9 5500. X3 055 GR230.5 3163.3 230.5 3170.0 226.8 3189.0 226.4 3208.8 228.1 3215.7 GR 015 GR228.6 3240.4 228.6 3271.5 227.8 3294.2 226.3 3435.9 225.7 3654.5 GR 015 GR226.6 3941.9 226.3 4098.4 227.2 4151.8 228.3 4171.3 227.8 4261.4 GR 015 GR227.6 4376.9 227.3 4465.5 227.2 4541.7 227.0 4589.4 227.9 4661.0 GR 015 GR228.3 4715.0 228.7 4794.9 226.9 4929.3 226.2 4975.3 223.0 4995.3 GR 015 GR223.0 5000.0 223.0 5007.1 225.6 5023.2 226.1 5047.2 226.1 5065.4 GR 015 GR225.7 5132.6 225.9 5202.3 227.0 5252.0 228.6 5289.7 232.8 5335.0 GR 015 * * 001 X1218.0 28.0 4988.8 5006.6 300. 260. 285.3 -0.23 X1 053 X3 4656.8 5500. X3 055 GR230.2 3175.7 230.2 3186.5 228.9 3194.3 227.3 3218.3 226.5 3228.7 GR 015 GR227.5 3241.0 228.1 3277.1 227.1 3305.8 226.1 3396.7 223.7 3643.0 GR 015 GR222.5 3649.3 222.5 3654.3 223.9 3664.8 225.9 3822.3 228.3 4144.6 GR 015 GR228.5 4479.7 228.5 4656.8 226.4 4877.3 226.4 4988.8 225.6 4992.6 GR 015 GR223.5 4999.4 223.5 5000.0 223.5 5001.5 225.3 5004.2 225.8 5006.6 GR 015 GR226.5 5072.2 229.6 5210.2 238.9 5281.2 GR 015 NC 0.3 0.5 NC 029 * * 001 * D/S Rancho 101 Road * 001 * * 001 X1219.0 35.0 4987.7 5011.2 50. 50. 50. -0.091 X1 053 X3 4230.1 5500. X3 055 GR231.2 3186.7 231.2 3194.9 228.2 3203.8 226.7 3232.1 227.8 3247.5 GR 015 GR228.6 3278.4 226.8 3315.9 224.6 3351.8 224.5 3356.3 225.2 3363.1 GR 015 GR224.4 3410.5 226.6 3837.0 228.3 4230.1 228.2 4653.7 226.7 4987.7 GR 015 GR226.6 4987.8 225.15 4998.5 224.53 4998.67 224.07 4999.13 223.9 4999.75 GR 015 GR224.075000.3 224.53 5000.83 225.15 5001. 225.15 5001.5 224.53 5001.6 GR 015 GR224.075002.1 223.9 5002.7 224.07 5003.3 224.53 5003.8 225.15 5004. GR 015 GR227.4 5011.1 227.5 5011.2 226.7 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 NC.020 .020 .024 NC 029 X1219.5 1. 1. 1. X1 053 X3 4230.1 5500. X3 055 BT-35.0 3186.7 231.2 231.2 3194.9 231.2 231.2 3203.8 229.3 228.2 BT 005 BT 3232.1 226.8 226.7 3247.5 228.2 227.8 3278.4 228.7 228.6 BT 005 BT 3315.9 226.8 226.8 3351.8 225.8 224.6 3356.3 225.8 224.5 BT 005 BT 3363.1 225.8 225.2 3410.5 225.8 224.4 3837.0 227.5 226.6 BT 005 BT 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 X1220. 19.7 19.7 19.7 X1 053 X2 1. X2 054 X3 4230.1 5500. X3 055 * * 001 * U/S Rancho 101 Road * 001 * * 001 NC.045 .045 .035 NC 029 X1220.5 43. 4987.7 5011.2 1. 1. 1. X1 053 X3 4313.8 5400. X3 055 GR231.4 3182.3 231.4 3190.5 228.9 3199.8 228.0 3219.9 226.3 3229.0 GR 015 GR228.0 3245.9 228.6 3266.0 228.4 3294.3 227.2 3311.5 227.2 3330.8 GR 015 GR224.7 3349.3 224.7 3354.4 225.3 3365.7 225.3 3415.4 226.0 3523.4 GR 015 GR225.5 3639.3 226.3 3749.8 226.3 3839.2 227.7 3948.1 228.2 4037.3 GR 015 GR227.7 4137.8 228.4 4226.5 228.5 4313.8 228.2 4396.3 228.1 4503.5 GR 015 GR228.2 4595.8 227.8 4689.0 227.4 4783.4 226.3 4893.2 226.4 4957.0 GR 015 GR226.7 4987.7 226.6 4987.8 223.5 4998.5 223.5 5000.0 223.5 5001.9 GR 015 GR227.4 5011.1 227.5 5011.2 226.7 5027.3 227.6 5072.7 228.9 5132.4 GR 015 GR229.6 5169.3 231.3 5201.6 234.3 5224.7 GR 015 * * 001 * Section 50 feet upstream from culvert. * 001 * * 001 X1221.0 50. 50. 50. 0.23 X1 053 X3 4313.8 5400. X3 055 NC 0.1 0.3 NC 029 * * 001 X1222.0 37.0 4984.4 5013.9 207. 175. 210.6 X1 053 X3 4541.2 5500. X3 055 GR233.0 3185.3 233.0 3191.3 231.2 3198.9 225.5 3208.5 225.4 3219.5 GR 015 GR227.2 3236.5 228.8 3259.4 228.4 3291.5 227.7 3311.3 227.5 3340.5 GR 015 GR224.8 3346.6 227.2 3355.5 227.4 3416.6 227.9 3488.6 227.6 3598.4 GR 015 GR227.9 3692.2 228.4 3779.1 228.9 3916.6 229.2 4057.1 229.6 4201.0 GR 015 GR229.9 4327.1 230.0 4435.7 230.0 4541.2 228.9 4662.8 228.1 4765.3 GR 015 GR227.7 4877.8 228.0 4957.6 228.5 4984.4 224.7 4995.6 224.7 5000.0 GR 015 GR224.7 5004.7 228.3 5013.9 229.0 5045.1 229.2 5069.9 231.6 5137.4 GR 015 GR233.9 5180.0 237.4 5216.8 GR 015 * * 001 X1224.0 34.0 4986.1 5020.1 580.5 625.9 605.1 X1 053 X3 4599.0 5188.5 X3 055 GR233.6 3130.0 233.6 3139.3 231.4 3150.3 227.4 3161.5 227.4 3171.7 GR 015 GR230.3 3188.2 230.3 3208.3 230.3 3241.8 228.8 3261.0 228.7 3283.6 GR 015 GR226.9 3297.2 228.5 3305.7 228.5 3367.6 229.5 3457.5 230.0 3545.1 GR 015 GR229.3 3657.3 230.0 3786.0 230.1 3909.2 230.2 4039.0 230.4 4174.6 GR 015 GR230.4 4313.6 231.5 4441.7 231.5 4599.0 230.4 4703.1 230.3 4793.7 GR 015 GR229.6 4902.4 230.4 4986.1 227.1 4997.7 227.1 5000.0 227.1 5003.2 GR 015 GR231.0 5020.1 231.3 5040.8 232.8 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 QT1. 1375. QT 034 X1226.0 65.0 4898.2 5027.6 993.4 975. 989.1 X1 053 X3 3223.8 5980. X3 055 GR237.0 3163.6 237.0 3170.5 233.0 3185.1 231.4 3194.0 231.7 3211.7 GR 015 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 GR233.5 6097.8 233.8 6176.3 233.9 6260.3 234.0 6332.6 234.0 6410.3 GR 015 GR233.9 6480.3 233.8 6558.8 234.0 6628.7 234.2 6701.6 234.1 6752.9 GR 015 GR233.6 6765.3 232.7 6769.1 234.6 6774.8 235.2 6798.4 235.2 6814.7 GR 015 GR233.8 6831.1 232.5 6834.2 234.2 6847.6 234.0 6900.4 234.1 6946.2 GR 015 GR233.9 6993.1 233.4 7324.6 234.3 7802.9 234.5 8036.5 237.3 8477.2 GR 015 * * 001 X1228.0 65.0 4989.3 5013.6 986.8 980.0 979.6 X1 053 X3 3817.3 5862.9 X3 055 GR238.5 3191.7 238.5 3200.7 235.6 3212.2 233.0 3222.2 233.0 3229.7 GR 015 GR235.7 3254.8 235.9 3278.9 235.9 3305.1 234.7 3327.6 234.1 3345.9 GR 015 GR234.4 3417.9 235.1 3525.6 235.0 3635.3 235.5 3721.5 235.9 3817.3 GR 015 GR234.9 3940.0 235.2 4049.4 235.4 4188.5 234.9 4311.6 234.8 4423.3 GR 015 GR234.6 4550.7 234.3 4681.8 233.9 4799.0 234.1 4899.6 234.5 4966.9 GR 015 GR234.9 4989.3 233.4 4996.0 233.4 5000.0 233.4 5003.9 234.6 5013.6 GR 015 GR234.8 5053.7 235.0 5107.4 235.4 5120.9 235.2 5212.4 235.3 5304.8 GR 015 GR235.4 5363.7 235.7 5445.6 235.7 5529.4 236.0 5596.9 236.2 5674.7 GR 015 GR236.4 5757.3 236.8 5862.9 236.6 5967.8 236.6 6052.1 236.1 6133.4 GR 015 GR235.5 6228.7 236.0 6312.0 235.9 6405.6 235.9 6493.5 236.1 6574.7 GR 015 GR235.7 6650.1 235.9 6723.7 235.2 6772.1 236.1 6796.7 236.4 6808.9 GR 015 GR237.2 6841.6 235.8 6858.3 234.3 6862.9 236.2 6867.7 235.3 6907.5 GR 015 GR235.5 6941.1 235.9 7169.4 235.6 7711.2 238.9 8209.0 240.1 8322.5 GR 015 * * 001 X1230.0 40.0 4984.9 5015.7 800.3 800.3 800.3 -0.118 X1 053 X3 3387.5 6000. X3 055 GR243.1 3269.3 243.1 3277.6 241.6 3287.1 239.1 3295.6 239.4 3316.8 GR 015 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 5845.8 239.6 6384.4 239.3 6864.4 GR 015 GR238.7 6869.9 240.9 6882.7 241.3 6922.7 238.3 6937.5 238.2 6939.5 GR 015 GR239.4 6942.3 239.1 7052.3 238.2 7496.5 238.7 7863.2 242.0 8432.8 GR 015 GR241.2 8436.3 242.5 8443.1 242.5 8446.5 241.7 8450.6 244.4 8817.1 GR 015 NC 0.3 0.5 NC 029 * * 001 * D/S Face Small Internal Farm Road * 001 * * 001 X1232. 46. 4982.9 5016.7 50.6 50. 50. X1 053 X3 3335.6 6200. X3 055 GR243.4 3275.0 243.4 3281.6 241.9 3291.3 239.3 3298.0 239.3 3320.5 GR 015 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 6222.5 239.4 6874.0 GR 015 GR238.6 6877.7 240.7 6885.3 241.4 6930.4 238.5 6947.5 238.5 6960.7 GR 015 GR238.7 7030.5 GR 015 * * 001 * Small Internal Farm Road (2 - 30"x 20.5' CMP Culverts) * 001 * * 001 NC0.02 0.02 0.024 NC 029 X1239.0 1. 1. 1. X1 053 X3 3335.6 6200. X3 055 BT-46.0 3275.0 243.4 243.4 3281.6 243.4 243.4 3291.3 241.9 241.9 BT 005 BT 3298.0 239.8 239.3 3320.5 240.1 239.3 3335.6 241.6 241.6 BT 005 BT 3391.5 241.2 240.9 3406.6 240.0 239.7 3535.1 239.4 239.4 BT 005 BT 3891.9 238.5 238.5 4541.2 238.1 238.1 4836.8 237.8 237.8 BT 005 BT 4982.9 238.3 238.3 4983.0 238.1 238.1 4993.7 238.1 236.85 BT 005 BT 4993.8 238.1 237.48 4994.3 238.1 237.93 4994.9 238.1 238.1 BT 005 BT 4995.5 238.1 237.93 4996.0 238.1 237.48 4996.2 238.1 236.85 BT 005 BT 5000.2 238.1 236.85 5000.3 238.1 237.48 5000.8 238.1 237.93 BT 005 BT 5001.4 238.1 238.1 5002.0 238.1 237.93 5002.5 237.9 237.48 BT 005 BT 5002.7 237.9 236.85 5016.6 237.8 237.5 5016.7 237.8 237.6 BT 005 BT 5076.7 237.6 237.6 5102.8 237.5 237.5 5111.4 237.5 237.5 BT 005 BT 5293.8 238.0 238.0 5444.4 238.8 238.8 5459.8 238.8 238.8 BT 005 BT 5540.5 239.8 238.9 5763.0 239.8 239.8 6222.5 240.6 240.6 BT 005 BT 6874.0 239.4 239.4 6877.7 239.1 238.6 6885.3 240.7 240.7 BT 005 BT 6930.4 241.4 241.4 6947.5 238.7 238.5 6960.7 240.0 238.5 BT 005 BT 7030.5 239.5 238.7 BT 005 * * 001 * Repeat BT and GR data from downstream face of culvert. * 001 * * 001 X1240. 20.5 20.5 20.5 X1 053 X2 1. X2 054 X3 3335.6 6200. X3 055 * * 001 * U/S Small Internal Farm Road * 001 * * 001 NC0.045 0.045 0.035 NC 029 X1240.5 71. 4982.9 5016.7 1. 1. 1. X1 053 X3 3355.8 5665.6 X3 055 GR243.9 3270.8 243.9 3277.5 242.1 3285.7 239.3 3296.4 239.3 3305.7 GR 015 GR241.4 3320.5 242.3 3331.6 242.9 3355.8 242.5 3389.4 241.2 3403.2 GR 015 GR240.5 3415.3 239.1 3450.7 239.4 3502.4 239.3 3555.7 239.3 3612.3 GR 015 GR239.1 3663.3 239.1 3725.8 238.9 3781.4 238.6 3840.9 238.4 3892.3 GR 015 GR238.4 3947.9 238.4 4006.2 238.2 4082.1 238.3 4161.5 238.3 4239.4 GR 015 GR238.4 4303.3 238.4 4361.5 238.3 4450.3 238.6 4549.1 238.2 4656.8 GR 015 GR238.2 4745.5 237.8 4830.9 237.9 4917.0 238.3 4982.9 238.1 4983.0 GR 015 GR235.6 4993.7 235.6 5000.0 235.6 5002.6 237.5 5016.6 237.6 5016.7 GR 015 GR237.9 5053.0 238.0 5131.8 238.1 5191.5 238.3 5330.9 238.4 5423.3 GR 015 GR238.7 5434.7 238.9 5442.0 239.2 5455.3 239.8 5502.6 241.1 5578.5 GR 015 GR241.2 5665.6 241.1 5742.1 241.1 5844.2 240.6 5940.8 240.8 6085.4 GR 015 GR240.2 6206.6 239.8 6300.6 239.6 6419.3 239.8 6544.5 239.5 6702.5 GR 015 GR239.3 6798.4 239.6 6856.5 239.6 6869.9 238.7 6873.1 240.7 6877.3 GR 015 GR241.0 6887.1 241.4 6921.1 240.1 6936.4 238.7 6939.7 239.7 6944.6 GR 015 GR239.7 7000.7 GR 015 * * 001 X1241. 50. 50. 50. 0.23 X1 053 X3 3355.8 5665.6 X3 055 NC 0.1 0.3 NC 029 * * 001 * Model 4:1 Expansion from Fitgerald Road Weir Flow * 001 * * 001 X1242.0 66.0 4992.7 5010.3 551.2 552.7 561.1 X1 053 X3 3441.2 6000. X3 055 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 NC 0.10 NC 029 X1244.0 69.0 4985.0 5012.2 544.9 540. 549.8 X1 053 X3 3554.6 5930. X3 055 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 X1246.0 49.0 4994.6 5005.7 38.2 40. 43.1 X1 053 X3 3494.7 5920.7 242.3 242.4 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 X1248. 1. 1. 1. X1 053 X3 3494.7 5920.7 242.3 242.4 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 X1250.0 57.0 4995.99 5004.01 32. 32. 32. X1 053 X3 3500.8 5920.7 X3 055 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 X1251.0 1. 1. 1. X1 053 X3 3500.8 5920.7 X3 055 * * 001 * Model 1:1 Contraction to Fitzgerald Road Weir Flow * 001 * * 001 X1252.0 66.0 4992.1 5007.6 50. 50. 291.1 X1 053 X3 4657.7 5650. X3 055 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 X1254.0 63.0 4950.7 5080.6 695.0 520. 569.9 X1 053 X3 4591.1 X3 055 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 X1256.0 59.0 4983.7 5011.8 200. 250. 323.4 X1 053 X3 4375.0 6431.5 X3 055 GR250.7 3324.9 250.7 3331.6 248.6 3344.0 247.0 3362.0 246.9 3373.1 GR 015 GR248.8 3381.4 249.0 3422.3 247.6 3453.5 246.9 3467.3 246.8 3479.6 GR 015 GR246.8 3683.9 246.1 3825.0 246.0 3965.2 246.1 4102.5 246.3 4242.5 GR 015 GR246.6 4375.0 246.6 4508.8 246.4 4635.9 246.6 4740.3 246.1 4854.9 GR 015 GR245.4 4914.8 245.7 4949.3 245.8 4983.7 242.5 4996.9 242.5 5000.0 GR 015 GR242.5 5002.2 244.8 5011.8 244.4 5049.2 245.1 5098.2 245.3 5225.9 GR 015 GR246.0 5375.9 246.2 5463.2 246.3 5571.1 245.9 5706.4 246.1 5818.8 GR 015 GR246.3 5844.6 245.7 5851.3 244.4 5855.2 244.8 5859.5 245.2 5998.4 GR 015 GR245.4 6237.8 246.3 6431.5 246.1 6597.9 245.7 6730.0 245.9 6771.2 GR 015 GR245.9 6920.3 246.1 7045.5 246.6 7199.1 246.6 7354.6 246.8 7523.3 GR 015 GR247.3 7642.1 247.7 7745.8 247.9 7761.8 247.2 7766.9 249.0 7777.2 GR 015 GR249.0 7798.2 248.0 7804.7 248.8 7816.0 248.3 7906.4 GR 015 * * 001 X1258.0 65.0 4986.4 5012.2 534.1 450. 492. X1 053 X3 4110.3 5912.5 X3 055 GR251.8 3414.3 251.8 3421.7 248.7 3430.1 247.3 3438.6 247.3 3453.5 GR 015 GR250.1 3469.4 250.1 3506.3 248.9 3540.3 247.8 3552.5 247.4 3613.4 GR 015 GR246.9 3648.9 247.1 3693.6 247.4 3787.6 247.9 3896.7 247.8 3956.5 GR 015 GR248.8 3999.4 247.6 4027.0 247.7 4088.9 249.3 4110.3 249.2 4129.5 GR 015 GR247.6 4150.5 247.1 4212.0 247.2 4286.4 247.0 4363.8 247.5 4456.6 GR 015 GR247.3 4530.8 247.6 4581.4 247.4 4612.8 247.3 4701.2 247.5 4800.0 GR 015 GR247.4 4894.2 246.7 4955.1 246.8 4986.4 243.4 4996.6 243.4 5000.0 GR 015 GR243.4 5003.2 246.1 5012.2 245.6 5051.7 245.8 5154.5 247.0 5338.0 GR 015 GR247.0 5477.3 247.0 5589.8 247.8 5709.7 248.1 5829.4 247.8 5912.5 GR 015 GR247.8 5936.4 246.1 5944.3 246.4 6007.5 246.4 6142.2 247.3 6300.0 GR 015 GR246.9 6431.0 247.4 6540.6 247.1 6675.7 247.6 6802.3 248.0 6920.1 GR 015 GR248.1 7030.2 248.7 7130.6 249.9 7299.1 249.4 7437.9 250.0 7571.7 GR 015 GR250.5 7741.4 251.1 7849.0 250.1 7857.2 251.8 7866.5 252.1 7889.6 GR 015 * * 001 * Orchard in Left Overbank, increase "n" value. * 001 * * 001 NC.055 NC 029 X1260.0 50.0 4993.4 5012.2 566.3 597.0 611.5 X1 053 X3 4452.7 5605.8 X3 055 GR254.1 3196.4 254.1 3203.4 252.8 3209.5 250.3 3215.0 249.0 3239.5 GR 015 GR250.9 3257.0 252.6 3283.0 252.4 3303.9 251.4 3321.6 250.1 3384.6 GR 015 GR250.1 3589.7 249.2 3844.9 248.5 4031.6 247.9 4196.0 249.5 4325.0 GR 015 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 5605.8 249.7 5729.6 249.3 5760.4 GR 015 GR249.5 5873.0 249.3 5963.6 249.1 6105.3 249.6 6237.1 250.0 6382.5 GR 015 GR250.3 6515.5 250.3 6644.9 250.8 6805.4 252.2 6897.8 252.7 6922.5 GR 015 GR254.1 7141.9 253.8 7398.7 254.3 7480.0 254.3 7587.1 255.5 7667.7 GR 015 * * 001 * Return Left Overbank "n" to previous value. * 001 * * 001 NC.045 NC 029 QT1. 865. QT 034 X1262.0 50.0 4988.7 5013.6 500. 430. 470.0 X1 053 X3 3850.9 6023.7 X3 055 GR256.7 3742.6 256.7 3751.9 255.4 3758.1 251.9 3766.7 251.5 3787.0 GR 015 GR253.6 3801.5 254.3 3825.6 254.3 3850.9 253.5 3868.7 252.5 3878.0 GR 015 GR252.1 3977.8 252.0 4113.5 251.9 4236.6 251.9 4375.4 251.8 4510.7 GR 015 GR251.5 4718.8 251.4 4862.0 251.6 4944.9 250.9 4988.7 248.3 4996.8 GR 015 GR248.3 5000.0 248.3 5003.2 251.0 5013.6 251.0 5048.8 251.6 5157.3 GR 015 GR251.7 5312.3 251.4 5421.7 251.4 5552.6 250.4 5689.3 251.0 5881.0 GR 015 GR251.9 6023.7 251.9 6170.8 251.8 6259.2 250.8 6266.0 250.2 6288.7 GR 015 GR250.2 6298.4 250.4 6303.3 250.8 6459.4 250.6 6644.2 250.6 6807.8 GR 015 GR250.8 6950.3 251.4 7101.1 252.0 7237.6 252.5 7375.2 253.0 7542.8 GR 015 GR254.2 7681.6 255.1 7870.4 256.3 8025.9 256.8 8155.6 257.4 8206.0 GR 015 * * 001 X1264.0 53.0 4990.8 5012.1 870. 870. 870. X1 053 X3 3966.9 5813.4 X3 055 GR259.0 3276.0 259.0 3283.6 257.8 3290.6 255.5 3300.7 254.9 3318.0 GR 015 GR255.0 3330.0 255.8 3338.4 256.8 3376.9 256.1 3403.2 254.8 3408.8 GR 015 GR254.7 3426.6 254.8 3512.0 254.4 3663.5 254.4 3820.0 254.9 3966.9 GR 015 GR254.7 4132.9 254.6 4244.2 254.0 4346.5 253.8 4488.1 253.6 4614.6 GR 015 GR253.8 4744.2 253.6 4849.7 253.6 4933.7 253.7 4979.8 254.4 4985.8 GR 015 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 5813.4 253.1 5824.8 GR 015 GR253.1 5841.0 254.3 6015.7 255.0 6205.3 255.6 6387.9 256.0 6550.2 GR 015 GR256.1 6649.7 256.3 6718.2 256.3 6741.4 257.0 6908.3 257.0 7080.9 GR 015 GR258.1 7278.0 258.8 7408.7 259.9 7569.8 GR 015 * * 001 X1266.0 43.0 4990.1 5012.2 889.2 825.9 890.9 X1 053 X3 3464.2 7393.3 X3 055 GR261.9 3368.9 261.9 3376.1 258.2 3387.5 257.1 3413.3 258.8 3429.0 GR 015 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 * Flow Splits this Section - See Split Flow Deck * 001 * * 001 QT 1 785 QT 034 X1268.0 41.0 4985.9 5011.4 670. 640. 650. X1 053 X3 4985.9 X3 055 GR263.9 2428.1 263.9 2434.2 262.3 2440.9 258.7 2454.4 258.6 2468.2 GR 015 GR260.0 2486.2 261.0 2523.0 260.0 2551.2 258.5 2558.4 257.9 2590.9 GR 015 GR257.5 2712.7 257.2 2907.6 256.9 3113.2 255.9 3561.7 256.2 3935.1 GR 015 GR256.5 3945.4 256.5 4151.8 256.5 4268.0 256.5 4395.1 257.1 4476.4 GR 015 GR257.5 4566.1 258.0 4689.4 258.5 4962.7 258.9 4979.0 259.9 4985.9 GR 015 GR253.3 4998.9 253.3 5000.0 253.3 5001.9 259.5 5011.4 258.4 5036.0 GR 015 GR258.2 5066.4 259.2 5255.2 259.2 5410.8 259.3 5557.6 259.7 5680.7 GR 015 GR260.3 5814.7 260.4 5903.8 261.0 5930.0 261.8 6082.7 263.0 6344.8 GR 015 GR264.6 6595.4 GR 015 * * 001 * Approx. 70 cfs Spills From Perched Channel (Sec 268 to 272) * 001 * Inflow of 200 cfs from Right Overbank Area (Sec 268 to 272) * 001 * * 001 X1270.0 22.0 4986.9 5009.3 1060.5 1024.7 1075.3 X1 053 X3 4986.9 X3 055 GR268.4 2422.5 268.4 2427.9 267.2 2435.4 263.7 2450.9 263.4 2485.2 GR 015 GR264.2 2499.3 264.1 2533.5 263.7 2560.7 262.5 2584.9 261.6 2831.1 GR 015 GR260.9 3072.4 260.3 4158.0 263.2 4563.0 263.8 4986.9 257.8 4997.1 GR 015 GR257.8 5000.0 257.8 5001.5 262.6 5009.3 261.9 5067.6 264.4 5717.9 GR 015 GR265.6 5950.6 269.2 6355.1 GR 015 * * 001 QT 1 815 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 * 001 * * 001 X1276.0 26.0 4994.9 5003.6 250. 250. 300. X1 053 X3 3610.3 4994.9 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 * * 001 * Highland Avenue * 001 * * 001 * Match WSEL from Split Flow Deck This Section * 001 * * 001 QT 1 865 QT 034 X1280.0 50.0 4997. 5003. 31.6 31.6 31.6 X1 053 X3 1978.7 4996.99 X3 055 GR272.5 1875.1 272.5 1883.6 271.5 1896.2 269.5 1949.0 270.6 1978.7 GR 015 GR270.3 2035.6 269.8 2095.1 267.8 2460.2 267.3 2849.1 267.4 3146.1 GR 015 GR267.5 3236.2 268.0 3504.6 268.4 3690.6 267.9 3911.1 267.3 4015.1 GR 015 GR267.2 4020.4 267.2 4028.4 267.1 4053.2 267.0 4057.7 266.9 4078.2 GR 015 GR266.8 4432.8 266.8 4454.9 266.8 4460.6 266.8 4465.3 266.8 4473.8 GR 015 GR267.3 4652.1 267.5 4684.8 267.6 4694.4 267.7 4709.6 267.8 4721.2 GR 015 GR268.9 4856.1 269.5 4937.1 269.9 4993.2 269.9 4993.3 270. 4996.9 GR 015 GR270.0 4997. 270.0 5000.0 270. 5003. 270. 5003.1 270.1 5013.4 GR 015 GR270.1 5013.5 270.4 5050.4 270.9 5242.7 271.0 5258.0 271.1 5289.0 GR 015 GR272.5 5520.1 273.6 5765.4 274.6 5996.2 274.8 6014.3 274.8 6055.4 GR 015 * * 001 NC.035 .035 .027 NC 029 X1282.0 40.0 4991.1 5004.3 550.0 60.0 61.1 X1 053 X3 4957.3 X3 055 GR275.7 2066.1 273.6 2314.9 270.8 2747.7 268.3 3117.7 267.8 3438.9 GR 015 GR267.3 3506.1 267.0 3512.3 267.9 3520.4 267.9 3555.8 266.9 3573.8 GR 015 GR266.6 3653.8 266.6 3749.5 266.4 3830.6 266.1 3887.3 267.0 3889.7 GR 015 GR267.0 3910.4 266.0 4037.2 265.6 4139.9 265.7 4265.4 266.1 4356.2 GR 015 GR266.0 4427.4 265.5 4436.2 265.4 4451.8 266.1 4463.0 266.1 4477.3 GR 015 GR264.2 4485.5 264.0 4489.9 264.0 4493.2 264.9 4505.0 265.1 4565.4 GR 015 GR266.5 4674.5 267.2 4725.2 267.6 4799.8 268.4 4877.5 269.3 4957.3 GR 015 GR269.2 4991.1 266.1 4998.4 266.1 5000.0 266.1 5001.4 268.0 5004.3 GR 015 * 199 cfs Spill from Perched Channel Above Coolidge Avenue * 001 QT1. 199. QT 034 X1284.0 46.0 4994.4 5007.4 250.0 10.0 53.8 X1 053 X3 3772.2 4987.7 X3 055 GR273.3 2004.1 271.1 2306.6 270.2 2658.3 268.1 3019.7 269.3 3063.1 GR 015 GR268.9 3189.5 268.5 3311.1 267.3 3316.2 268.5 3326.4 268.5 3330.8 GR 015 GR267.0 3334.2 268.5 3340.9 269.4 3459.5 267.6 3618.5 268.1 3625.9 GR 015 GR268.8 3772.2 266.0 3785.8 266.9 3923.6 267.7 3995.9 268.6 4083.1 GR 015 GR268.5 4113.9 269.7 4120.0 271.5 4151.2 271.7 4201.9 266.0 4217.1 GR 015 GR267.1 4223.1 267.7 4250.1 269.2 4272.4 268.4 4283.5 266.9 4312.3 GR 015 GR266.9 4376.4 266.5 4453.8 266.2 4521.4 266.5 4614.1 267.1 4716.5 GR 015 GR268.6 4879.8 269.0 4987.7 269.7 4994.4 266.4 4998.1 266.4 5000.0 GR 015 GR266.4 5003.6 269.5 5007.4 268.8 5014.1 268.6 5076.6 269.3 5085.9 GR 015 GR269.3 5108.8 GR 015 NC .03 NC 029 X1286.0 35.0 4993.3 5006.7 210.6 186.8 212.5 X1 053 X3 3310.4 4078.3 X3 055 GR273.5 2003.3 273.1 2049.6 271.2 2545.2 269.9 2970.1 268.8 3292.3 GR 015 GR267.0 3299.6 267.0 3303.3 269.0 3310.4 268.7 3356.6 266.5 3621.1 GR 015 GR266.4 3749.1 266.3 3766.4 266.3 3777.7 267.0 3879.5 268.0 3975.2 GR 015 GR269.0 4078.3 268.0 4164.0 266.9 4192.3 266.8 4229.6 267.5 4240.5 GR 015 GR268.4 4341.9 268.1 4452.5 267.7 4527.4 268.0 4633.0 268.8 4794.6 GR 015 GR270.7 4936.7 271.3 4993.3 266.7 4996.5 266.7 5000.0 266.7 5003.5 GR 015 GR270.6 5006.7 271.0 5050.6 270.9 5080.4 271.6 5089.9 271.6 5118.0 GR 015 * * 001 * Model 4:1 Expansion from Coolidge Ave. * 001 * * 001 NC.05 .05 .025 NC 029 X1288.0 40.0 4992.5 5007.5 508.2 524.9 500.9 X1 053 X3 3435.5 X3 055 GR277.2 2007.9 274.3 2245.9 271.4 2573.7 269.3 2950.9 269.5 3133.9 GR 015 GR269.0 3313.9 268.1 3316.9 269.5 3323.2 269.5 3350.4 267.9 3359.8 GR 015 GR269.5 3363.8 269.5 3434.5 268.4 3579.8 266.9 3689.4 267.9 3767.0 GR 015 GR266.9 3791.0 267.5 3905.7 267.7 3974.3 268.8 4039.6 271.5 4080.6 GR 015 GR271.5 4122.8 269.6 4170.8 268.0 4200.6 268.2 4231.8 269.5 4258.5 GR 015 GR271.1 4348.2 272.1 4456.2 272.3 4526.7 271.1 4647.7 270.9 4735.7 GR 015 GR272.3 4842.9 273.5 4923.4 274.4 4992.5 270.3 4997. 270.3 5000.0 GR 015 GR270.3 5003. 274.4 5007.5 273.0 5057.2 273.5 5083.6 274.1 5119.6 GR 015 * * 001 * D/S of Coolidge; end of timber sluice (3' high) * 001 * * 001 X1290.0 38.0 4995.3 5004.9 217.5 247.6 204.4 X1 053 X3 3339.3 3800. X3 055 GR278.8 2010.5 275.2 2315.1 270.8 2755.0 268.8 3135.1 269.2 3322.7 GR 015 GR267.9 3330.3 269.4 3334.0 270.5 3339.3 269.9 3370.0 269.3 3380.3 GR 015 GR267.9 3621.4 268.6 3784.2 268.5 3903.1 268.4 4009.6 269.0 4136.0 GR 015 GR268.5 4201.4 269.5 4211.8 269.8 4245.4 268.8 4263.6 270.3 4329.4 GR 015 GR271.5 4410.0 272.8 4530.1 272.7 4639.9 272.5 4702.3 273.0 4848.6 GR 015 GR274.1 4942.7 274.1 4985.9 274.0 4995.3 271.3 4995.4 271.3 5000.0 GR 015 GR271.3 5004.8 274.0 5004.9 273.2 5005.0 273.2 5008.3 273.9 5058.0 GR 015 GR274.7 5102.0 275.6 5116.4 275.5 5126.0 GR 015 * * 001 * D/S Coolidge Ave. * 001 * * 001 NC.02 .02 .016 NC 029 X1292.0 38.0 4996.9 5003.1 30.3 30.3 30.3 X1 053 X3 3339.3 3800. X3 055 GR278.8 2010.5 275.2 2315.1 270.8 2755.0 268.8 3135.1 269.2 3322.7 GR 015 GR267.9 3330.3 269.4 3334.0 270.5 3339.3 269.9 3370.0 269.3 3380.3 GR 015 GR267.9 3621.4 268.6 3784.2 268.5 3903.1 268.4 4009.6 269.0 4136.0 GR 015 GR268.5 4201.4 269.5 4211.8 269.8 4245.4 268.8 4263.6 270.3 4329.4 GR 015 GR271.5 4410.0 272.8 4530.1 272.7 4639.9 272.5 4702.3 273.0 4848.6 GR 015 GR274.1 4942.7 274.1 4985.9 274.0 4996.9 271.4 4997.0 271.4 5000.0 GR 015 GR271.4 5003.0 274.0 5003.1 273.2 5003.2 273.2 5008.3 273.9 5058.0 GR 015 GR274.7 5102.0 275.6 5116.4 275.5 5126.0 GR 015 * * 001 * Coolidge Avenue * 001 * ROAD HAS BEEN WIDENED SINCE DATE OF AERIAL PHOTOGRAPHY * 001 * * 001 X1299.0 21.0 4996.9 5003.05. 5. 5. X1 053 X3 3331.3 3800 X3 055 GR277.5 2311.7 275.2 2511.2 272.8 2814.8 270.9 3105.9 269.9 3317.7 GR 015 GR269.9 3325.0 270.1 3331.3 269.8 3353.2 270.0 3538.2 270.7 3933.9 GR 015 GR271.6 4293.4 274.3 4695.5 275.3 4899.3 276.4 4996.9 272.0 4997. GR 015 GR272.0 5000.0 272.0 5003.0 275.55 5003.0 274.5 5032.5 274.7 5115.7 GR 015 GR275.4 5140.4 GR 015 * * 001 QT 1. 191 QT 034 X1300. 63. 63. 63. X1 053 X3 3331.3 3800 X3 055 * * 001 * U/S of Coolidge; orchard in left overbank * 001 * Model 1:1 Contraction to Coolidge Ave. * 001 * * 001 NC.055 .035 .05 NC 029 QT1. 189. QT 034 X1302.0 42.0 4992.4 5006.4 27.3 72.0 37.6 X1 053 X3 3700.0 4200 X3 055 GR279.1 2168.5 276.5 2338.6 273.8 2546.3 274.1 2563.8 275.6 2573.2 GR 015 GR275.6 2586.3 274.0 2591.1 272.1 2766.6 270.5 2965.5 270.5 3143.3 GR 015 GR270.5 3153.2 269.6 3161.5 269.6 3349.5 268.9 3353.0 269.3 3356.0 GR 015 GR270.6 3361.1 270.6 3379.8 269.3 3395.6 269.3 3509.9 269.2 3708.3 GR 015 GR268.3 3869.8 268.7 4048.5 269.3 4169.1 270.1 4287.8 271.8 4454.2 GR 015 GR273.2 4583.4 274.3 4713.7 274.7 4833.8 275.3 4932.0 275.1 4953.9 GR 015 GR274.9 4992.4 272.2 4998.0 272.2 5000.0 272.2 5001.0 274.4 5006.4 GR 015 GR274.0 5030.1 274.2 5050.1 274.0 5060.3 273.8 5096.8 274.3 5146.4 GR 015 GR275.2 5154.2 275.2 5175.1 GR 015 * * 001 NC .055 NC 029 QT1. 170. QT 034 X1303. 20. 4992.3 5005.3 420. 420. 420. X1 053 X3 4948.8 X3 055 GR279.8 2940.2 277.7 3061.2 276.0 3220.3 273.9 3410.3 273.4 3415.6 GR 015 GR274.4 3421.0 274.4 3435.0 272.0 3655.6 272.6 3949.0 272.2 4270.3 GR 015 GR274.2 4607.3 277.7 4948.8 277.0 4992.3 274.6 4996.1 274.6 5000.0 GR 015 GR274.6 5002.0 276.6 5005.3 276.6 5086.8 276.7 5200.1 276.6 5278.3 GR 015 * * 001 NC.035 .05 .035 NC 029 QT1. 0.01 QT 034 X1304.0 22.0 4992.8 5010.4 500.0 500.0 500. X1 053 X3 4962.4 X3 055 GR284.9 3672.8 281.6 3705.6 278.2 3820.6 280.0 3905.6 285.6 3932.9 GR 015 GR283.5 3958.1 283.0 4115.6 281.9 4246.6 279.9 4313.9 279.3 4497.0 GR 015 GR279.5 4645.6 280.2 4855.3 280.5 4962.4 280.1 4992.8 277.2 4997.7 GR 015 GR276.8 5000.0 276.8 5003.4 280.3 5010.4 281.2 5050.2 281.3 5156.7 GR 015 GR281.6 5206.0 281.8 5224.8 GR 015 * * 001 * Begin Hayes Valley * 001 * See Perched Channel Deck for Continuation * 001 * * 001 EJ EJ 012 ER ER 013