* \ain 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) July 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. J2 019 J3 150 200 J3 020 NC.045 .045 .035 0.10 0.30 NC 029 QT1. 160. 210 QT 034 * Day Road Interceptor * 001 ET 7.1 4.1 4970 5008.3 4502.1 ET 014 X1202.0 56.0 4978.4 5008.3 X1 053 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 ET 7.1 4.1 4945 5045 4638.7 5570 ET 014 X1204.0 61.0 4984.6 5011.5 652.3 650.0 666.1 X1 053 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 ET 7.1 4.1 4970 5018.47 4430.2 5300 ET 014 X1206.0 43.0 4970.0 5024.0 695. 730. 736.3 X1 053 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 ET 7.1 4.1 4990 5010 4794.9 5500 ET 014 X1208.0 35.0 4975.3 5023.2 260. 305. 369.8 X1 053 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 ET 7.1 4.1 4992 5008 4656.8 5500 ET 014 X1218.0 28.0 4988.8 5006.6 300. 260. 285.3 -0.23 X1 053 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 ET 7.1 4.1 4988.8 5006.6 4230.1 5500 ET 014 X1219.0 35.0 4987.7 5011.2 50. 50. 50. -0.091 X1 053 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 ET 7.1 4.1 4985.0 5015.0 4230.1 5500 ET 014 NC.020 .020 .024 NC 029 X1219.5 1. 1. 1. X1 053 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 ET 7.1 4.1 4807. 5078 4230.1 5235.2 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 4.1 4805 5060 4313.8 5400 ET 014 NC.045 .045 .035 NC 029 X1220.5 43. 4987.7 5011.2 1. 1. 1. X1 053 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 ET 7.1 4.1 4990 5011.2 4313.8 5400 ET 014 X1221.0 50. 50. 50. 0.23 X1 053 NC 0.1 0.3 NC 029 * * 001 ET 7.1 4.1 4984.4 5013.9 4541.2 5500 ET 014 X1222.0 37.0 4984.4 5013.9 207. 175. 210.6 X1 053 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 ET 7.1 4.1 4980 5014 4599 5188.5 ET 014 X1224.0 34.0 4986.1 5020.1 580.5 625.9 605.1 X1 053 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 ET 7.1 4.1 4400 5027.5 3223.8 5980 ET 014 QT1. 1375. 1950 QT 034 X1226.0 65.0 4898.2 5027.6 993.4 975. 989.1 X1 053 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 ET 7.1 4.1 4700 5010 3817.3 5862.9 ET 014 X1228.0 65.0 4989.3 5013.6 986.8 980.0 979.6 X1 053 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 ET 7.1 4.1 4700 5015.7 3387.5 6000 ET 014 X1230.0 40.0 4984.9 5015.7 800.3 800.3 800.3 -0.118 X1 053 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 ET 7.1 4.1 4700 5016.7 3335.6 6200 ET 014 X1232. 46. 4982.9 5016.7 50.6 50. 50. X1 053 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 ET 7.1 4.1 4700 5016.7 3335.6 6200 ET 014 NC0.02 0.02 0.024 NC 029 X1239.0 1. 1. 1. X1 053 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 ET 7.1 4.1 4700 5016.7 3335.6 6200 ET 014 X1240. 20.5 20.5 20.5 X1 053 X2 1. X2 054 * * 001 * U/S Small Internal Farm Road * 001 * * 001 ET 7.1 4.1 4700 5016.7 3355.8 5665.6 ET 014 NC0.045 0.045 0.035 NC 029 X1240.5 71. 4982.9 5016.7 1. 1. 1. X1 053 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 ET 7.1 4.1 4700 5016.7 3355.8 5665.6 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 7.1 4.1 4650 5075 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 7.1 4.1 4700 5150 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 7.1 4.1 4700 5200 3494.7 5920.7 ET 014 X1246.0 49.0 4994.6 5005.7 38.2 40. 43.1 X1 053 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 ET 7.1 4.1 4650 5200 3494.7 5920.7 ET 014 NC.020 .020 .016 NC 029 X1248. 1. 1. 1. X1 053 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 7.1 4.1 4700 5225 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 ET 7.1 4.1 4750 5225 3500.8 5920.7 ET 014 NC.045 0.045 0.035 NC 029 X1251.0 1. 1. 1. X1 053 * * 001 * Model 1:1 Contraction to Fitzgerald Road Weir Flow * 001 * * 001 ET 7.1 4.1 4750 5275 4657.7 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 7.1 4.1 4761 5400 4591.1 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 4.1 4900 5200 4375 6431.5 ET 014 X1256.0 59.0 4983.7 5011.8 200. 250. 323.4 X1 053 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 ET 7.1 4.1 4900 5200 4110.3 5912.5 ET 014 X1258.0 65.0 4986.4 5012.2 534.1 450. 492. X1 053 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 ET 7.1 4.1 4850 5075 4452.7 5605.8 ET 014 NC.055 NC 029 X1260.0 50.0 4993.4 5012.2 566.3 597.0 611.5 X1 053 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 ET 7.1 4.1 5300 5750 3850.9 6023.7 ET 014 NC.045 NC 029 QT1. 865. 1440 QT 034 X1262.0 50.0 4988.7 5013.6 500. 430. 470.0 X1 053 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 ET 7.1 4.1 4900 5400 3966.9 5813.4 ET 014 X1264.0 53.0 4990.8 5012.1 870. 870. 870. X1 053 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 ET 7.1 4.1 4990.1 5184 3464.2 7393.3 ET 014 X1266.0 43.0 4990.1 5012.2 889.2 825.9 890.9 X1 053 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 ET 7.1 4.1 4985.9 5075.0 4985.9 ET 014 QT 1 785 QT 034 X1268.0 41.0 4985.9 5011.4 670. 640. 650. X1 053 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 ET 7.1 4.1 4988 5350 4986.9 ET 014 X1270.0 22.0 4986.9 5009.3 1060.5 1024.7 1075.3 X1 053 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 ET 7.1 4.1 4918 5160 4359.9 ET 014 QT 1 815 QT 034 X1272.0 30.0 4991.8 5011.3 947.5 900. 948.9 X1 053 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 ET 7.1 4.1 4400 4800 3610.3 4994.9 ET 014 X1276.0 26.0 4994.9 5003.6 250. 250. 300. X1 053 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 EJ EJ 012 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 (FW) DAY RD. TO HAYES VALLEY T3 041 J10. 3. -1. 222.1 J1 018 J2 2. -1. J2 019 ER ER 013