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HomeMy WebLinkAbout27 Drainage Report University CommonsCircular Channel Analysis & Design Solved with Manning's Equation Open Channel -Uniform flow Worksheet Name: 30" RCP -100 Yr CorTJTient: 30" RCP @ 100 Year Storm Solve For Actual Depth Given Input Data: Diameter ......... . Slope ............ . Manning's n ...... . Discharge ........ . Computed Results: Depth ............ . Velocity ......... . Flow Area ........ . Critical Depth ... . Critical Slope ... . Percent Full ..... . Full Capacity .... . QMAX @.94D ....... . Froude Number .... . 2.50 ft 0. 0250 ft/ft 0.013 57.00 cfs 1.82 ft 14.90 fps 3.82 sf 2.37 ft 0. 0167 ft/ft 72.73 % 64.85 cfs 69.76 cfs 2.00 (flow is Supercritical) Open Channel Flow Module. Version 3.12 (c) 1990 Haestad Methods. Inc. * 37 Brookside Rd* Waterbury , Ct 06708 Circular Channel Analysis & Design Solved with Manning's Equation Open Channel -Uniform flow Worksheet Name : 30" RCP -50 Yr Corrrnent: 30" RCP @ 50 Year Storm Solve For Actual Depth Given Input Data: Diameter ......... . Slope ............ . Manning's n ...... . Discharge ........ . Computed Results: Depth ............ . Velocity ......... . Flow Area ........ . Critical Depth ... . Critical Slope ... . Percent Full ..... . Full Capacity .... . QMAX @.94D ....... . Froude Number .... . 2.50 ft 0.0250 ft/ft 0.013 50.20 cfs 1. 65 ft 14.59 fps 3.44 sf 2.30 ft 0.0130 ft/ft 66.07 % 64.85 cfs 69.76 cfs 2.13 (flow is Supercritical) Open Channel Flow Module. Version 3.12 (c) 1990 Haestad Methods . Inc. * 37 Brookside Rd* Waterbury, Ct 06708 Circular Channel Analysis & Design Solved with Manning 's Equation Open Channel -Uniform flow Worksheet Name : 30 " RCP -25 Yr Corrment: 30" RCP @ 25 Year Storm Solve For Actual Depth Given _ Input Data: Diameter ......... . Slope ............ . Manning 's n ...... . Discharge ........ . Computed Results: Depth ............ . Velocity ......... . Flow Area ........ . Critical Depth ... . Critical Slope ... . Percent Full ..... . Full Capacity .... . QMAX @.94D ....... . Froude Number .... . 2.50 ft 0.0250 ft/ft 0.013 44 .70 cfs 1.53 ft 14.25 fps 3.14 sf 2.22 ft 0.0106 ft/ft 61. 02 % 64 .85 cfs 69.76 cfs 2.21 (fl ow is Supercrit i cal) Open Channel Flow Module . Version 3.12 (c) 1990 Haes t ad Methods . Inc. * 37 Brookside Rd *Wa t erbury , Ct 06708 Circular Channel Analysis & Design Solved with Manning 's Equation Open Channel -Uniform flow Worksheet Name : 30 " RCP -10 Yr Corrment : 30" RCP @ 10 Year Storm Solve For Actual Depth Given Input Data: Diameter ......... . Slope ............ . Manning 's n ...... . Discharge ........ . Computed Results: Depth ............ . Veloc i ty ......... . Flow Area ........ . Critical Depth ... . Crit i cal Slope ... . Percent Full ..... . Full Capacity .... . QMAX @.94D ....... . Froude Number .... . 2.50 ft 0. 0250 ft/ft 0.013 38.90 cfs 1.40 ft 13 .81 fps 2.82 sf 2.10 ft 0.0086 ft/ft 55 .82 % 64.85 cfs 69 .76 cfs 2.28 (flow is Supercritical) Open Channel Flow Module . Vers i on 3.12 (c) 1990 Haes t ad Methods . Inc. * 37 Brookside Rd *Wate r bury , Ct 06708 Circular Channel Analysis & Design Solved with Manning's Equation Open Channel -Uniform flow Worksheet Name: 30" RCP - 5 Yr Conment : 30" RCP @ 5 Year Storm Solve For Actual Depth Given Input Data: Diameter ......... . Slope ............ . Manning's n ...... . Discharge ........ . Computed Results: Depth ............ . Velocity ......... . Flow Area ........ . Critical Depth ... . Critical Slope ... . Percent Full ..... . Full Capacity .... . QMAX @.94D ....... . Froude Number .... . 2.50 ft 0.0250 ft/ft 0.013 34.80 cfs 1. 30 ft 13.44 fps 2.59 sf 2.00 ft 0. 0075 ft/ft 52 .14 % 64.85 cfs 69 .76 cfs 2.33 (flow is Supercritical) Open Channel Flow Module. Version 3.12 Cc) 1990 Haestad Methods. Inc. * 37 Brookside Rd* Waterbury , Ct 06708 Circular Channel Analysis & Design Solved with Manning's Equation Open Channel -Uniform flow Worksheet Name: 30" RCP (a) -100 Yr Comment : 30" RCP (a) @ 100 Year Storm Solve For Actual Depth Given Input Data: Diameter .. ~ ...... . Slope ............ . Manning's n ...... . Discharge ........ . Computed Results: Depth ............ . Velocity ......... . Flow Area ........ . Critical Depth ... . Critical Slope ... . Percent Full ..... . Full Capacity .... . QMAX @.94D ....... . Froude Number .... . 2.50 ft 0. 0245 ft/ft 0.013 66.50 cfs 2.14 ft 14.86 fps 4.47 sf 2.43 ft 0.0232 ft/ft 85 .61 % 64.20 cfs 69 .06 cfs 1.64 (flow is Supercritical) Open Channel Flow Module. Version 3.12 (c) 1990 Haestad Methods . Inc. * 37 Brookside Rd* Waterbury , Ct 06708 Circular Channel Analysis & Design Solved with Manning's Equation Open Channel -Uniform flow Worksheet Name : 30" RCP Ca) -50 Yr Comment : 30" RCP Ca) @ 50 Year Storm Solve For Actual Depth Given Input Data: Diameter ......... . Slope ............ . Manning 's n ...... . Discharge ........ . Computed Results : Depth ............ . Velocity ......... . Flow Area ........ . Critical Depth ... . Critica l Slope ... . Percent Full ..... . Full Capacity .... . QMAX @. 94D ....... . Froude Number .... . 2.50 ft 0. 0245 ft/ft 0.013 58.60 cfs 1.88 ft 14 .83 fps 3.95 sf 2.38 ft 0. 0177 ft/ft 75 .06 % 64.20 cfs 69.06 cfs 1.93 (flow is Supercritical) Open Channel Flow Module . Version 3.12 Cc) 1990 Haestad Methods. Inc. * 37 Brookside Rd* Waterbury , Ct 06708 Circular Channel Analysis & Design Solved with Manning's Equation Open Channel -Uniform flow Worksheet Name: 30" RCP (a) -25 Yr Corrrnent : 30" RCP (a) @ 25 Year Storm Solve For Actual Depth Given Input Data : Diameter ......... . Slope ............ . Manning 's n ...... . Discharge ........ . Computed Results : Depth ............ . Velocity ......... . Flow Area ........ . Critical Depth ... . Critical Slope ... . Percent Full ..... . Full Capacity .... . QMAX @.94D ....... . Froude Number .... . 2.50 ft 0. 0245 ft/ft 0.013 52.30 cfs 1. 71 ft 14 .58 fps 3.59 sf 2.33 ft 0.0141 ft/ft 68.57 % 64.20 cfs 69 . 06 cfs 2.07 (flow is Supercritical) Open Channel Flow Module. Version 3.12 (c) 1990 Haestad Methods . Inc. * 37 Brookside Rd* Waterbury , Ct 06708 Circular Channel Analysis & Design Solved with Manning's Equation Open Channel -Uniform flow Worksheet Name: 30" RCP (a) -10 Yr Corrment : 30" RCP (a) @ 10 Year Storm Solve For Actual Depth Given Input Data : Diameter ......... . Slope ............ . Manning 's n ...... . Discharge ........ . Computed Results : Depth ........... .. Velocity ......... . Flow Area ........ . Critical Depth ... . Critical Slope ... . Percent Full ..... . Full Capacity .... . QMAX @.94D ....... . Froude Number .... . 2.50 ft 0.0245 ft/ft 0.013 45.40 cfs 1.55 ft 14.18 fps 3.20 sf 2.23 ft 0. 0109 ft/ft 62 .07 % 64.20 cfs 69 .06 cfs 2.18 (flow is Supercrit i ca l ) Open Channe l Flow Module. Version 3.12 (c) 1990 Haestad Methods . Inc. * 37 Brookside Rd* Waterbury , Ct 06708 Circular Channel Analysis & Design Solved with Manning's Equation Open Channel -Uniform flow Worksheet Name: 30" RCP Ca) -5 Yr Conment: 30" RCP Ca) @ 5 Year Storm Solve For Actual Depth Given Input Data: Diameter ......... . Slope ............ . Manning's n ...... . Discharge ........ . Computed Results: Depth ............ . Velocity ......... . Flow Area ........ . Critical Depth ... . Critical Slope ... . Percent Full ..... . Full Capacity .... . QMAX @.94D ....... . Froude Number .... . 2.50 ft 0.0245 ft/ft 0.013 40.70 cfs 1.44 ft 13.85 fps 2.94 sf 2.14 ft 0. 0092 ft/ft 57.80 % 64.20 cfs 69.06 cfs 2.24 (flow is Supercritical) Open Channel Flow Module. Version 3.12 Cc) 1990 Haestad Methods. Inc. * 37 Brookside Rd* Waterbury, Ct 06708 Rectangular Channel Analysis & Design Open Channel -Uniform flow Worksheet Name: 2X4 Box -100 Yr Comment: 2X4 Box Culvert @ 100 Year Storm Solve For Depth Given Input Data: Bottom Width .... . Manning's n ..... . Channel Slope ... . Discharge ....... . Computed Results: Depth ........... . Velocity ........ . Flow Area ....... . Flow Top Width .. . Wetted Perimeter. Critical Depth .. . Critical Slope .. . Froude Number ... . 4 , 00 ft 0.013 0. 0241 ft/ft 82.50 cfs 1.34 ft 15 . 34 fps 5.38 sf 4. 00 ft 6.69 ft 2.36 ft 0 . 0052 ft/ ft 2.33 (flow is Supercritical) Open Channel Flow Module. Version 3.12 (c) 1990 Haestad Methods. Inc . * 37 Brookside Rd *Waterbury, Ct 06708 Rectangular Channel Analysis & Design Open Channel -Uniform flow Worksheet Name: 2X4 Box -50 Yr Corrrnent: 2X4 Box Culvert @ 50 Year Storm Solve For Depth Given Input Data: Bottom Width .... . Manning's n ..... . Channel Slope ... . Discharge ....... . Computed Results: Depth ........... . Velocity ........ . Flow Area ....... . Flow Top Width .. . Wetted Perimeter. Critical Depth .. . Critical Slope .. . Froude Number ... . 4. 00 ft 0.013 0.0241 ft/ft 72.70 cfs 1. 23 ft 14 .79 fps 4.91 sf 4. 00 ft 6.46 ft 2 .17 ft 0. 0051 ft/ft 2.35 (flow is Supercritical) Open Channel Flow Module. Version 3.12 (c) 1990 Haestad Methods . Inc. * 37 Brookside Rd* Waterbury , Ct 06708 Rectangular Channel Analysis & Design Open Channel -Uniform flow Worksheet Name: 2X4 Box -25 Yr Comment : 2X4 Box Culvert @ 25 Year Storm Solve For Depth Given Input Data : Bottom Width .... . Manning's n ..... . Channel Slope ... . Discharge ....... . Computed Results: Depth ........... . Velocity ........ . Flow Area ....... . Flow Top Width .. . Wetted Perimeter . Critical Depth .. . Critical Slope .. . Froude Number ... . 4. 00 ft 0.013 0. 0241 ft/ft 64.80 cfs 1.13 ft 14.30 fps 4.53 sf 4. 00 ft 6.27 ft 2. 01 ft 0. 0049 ft/ft 2.37 (flow is Supercritical) Open Channel Flow Module. Version 3.12 (c) 1990 Haestad Methods . Inc. * 37 Brookside Rd* Waterbury , Ct 06708 Rectangular Channel Analysis & Design Open Channel -Uniform flow Worksheet Name: 2X4 Box -10 Yr Corrment: 2X4 Box Culvert @ 10 Year Storm Solve For Depth Given Input Data: Bottom Width ... :. Manning's n ..... . Channel Slope ... . Discharge ....... . Computed Results: Depth ........... . Velocity ........ . Flow Area ....... . Flow Top Width .. . Wetted Perimeter. Critical Depth .. . Critical Slope .. . Froude Number ... . 4. 00 ft 0.013 0. 0241 ft/ft 56.30 cfs 1. 03 ft 13.70 fps 4.11 sf 4 .00 ft 6. 05 ft 1.83 ft 0. 0048 ft/ft 2.38 (flow is Supercritical) Open Channel Flow Module. Version 3.12 (c) 1990 Haestad Methods. Inc. * 37 Brookside Rd* Waterbury , Ct 06708 Rectangular Channel Analysis & Design Open Channel -Uniform flow Worksheet Name: 2X4 Box -5 Yr Comment: 2X4 Box Culvert @ 5 Year Storm Solve For Depth Given Input Data: Bottom Width .... . Manning's n ..... . Channel Slope ... . Discharge ....... . Computed Results: Depth ........... . Velocity ........ . Flow Area ....... . Flow Top Width .. . Wetted Perimeter. Critical Depth .. . Critical Slope .. . Froude Number ... . 4. 00 ft 0.013 0.0241 ft/ft 50.40 cfs 0.95 ft 13.24 fps 3.81 sf 4. 00 ft 5.90 ft 1. 70 ft 0. 0047 ft/ft 2.39 (flow is Supercritical) Open Channel Flow Module. Version 3.12 (c) 1990 Haestad Methods. Inc. * 37 Brookside Rd *Waterbury, Ct 06708 Circular Channel Analysis & Design Solved with Manning's Equation Open Channel -Uniform flow Workshee t Name : 36" P -100 Yr Corrment: 36" Hancor Hi -Q Pipe@ 100 Year Storm Solve For Actual Depth Given Input Data : Diameter ......... . Slope ............ . Manning 's n ...... . Discharge ........ . Computed Results: Depth ............ . Velocity ......... . Flow Area ........ . Critical Depth ... . Critical Slope ... . Percent Full ..... . Full Capacity .... . QMAX @.94D ....... . Froude Number .... . 3.00 ft 0. 0115 f t/ft 0.010 93.40 cfs 2.47 ft 14 .99 fp s 6.23 sf 2.87 ft 0. 0101 ft/ft 82 .38 % 92.98 cfs 100. 02 cfs 1 .60 (flow is Supercrit i cal) Open Channe l Flow Module. Version 3.12 (c) 1990 Haestad Methods. Inc. * 37 Brookside Rd* Waterbury . Ct 06708 Circular Channel Analysis & Design Solved with Manning's Equation Open Channel -Uniform flow Worksheet Name: 36" P -50 Yr Corrment : 36" Hancor Hi -Q Pipe@ 50 Year Storm Solve For Actual Depth Given Input Data: Diameter ......... . Slope ............ . Manning 's n ...... . Discharge ........ . Computed Results : Depth ............ . Velocity ......... . Flow Area ........ . Critical Depth ... . Critical Slope ... . Percent Full ..... . Full Capacity .... . QMAX @.94D ....... . Froude Number .... . 3.00 ft 0. 0115 ft/ft 0.010 82.30 cfs 2.19 ft 14.85 fps 5.54 sf 2. 79 ft 0. 0078 ft/ft 73 .15 % 92.98 cfs 100 . 02 cfs 1.81 (flow is Supercritical) Open Channel Flow Module. Version 3.12 (c) 1990 Haestad Methods . Inc . * 37 Brookside Rd* Waterbury , Ct 06708 Circular Channel Analysis & Design Solved with Manning's Equation Open Channel -Uniform flow Worksheet Name: 36" P -25 Yr ColllTlent: 36" Hancor Hi-Q Pipe@ 25 Year Storm Solve For Actual Depth Given Input Data: Diameter ......... . Slope ............ . Manning's n ...... . Discharge ........ . Computed Results: Depth ............ . Velocity ......... . Flow Area ........ . Critical Depth ... . Critical Slope ... . Percent Full ..... . Full Capacity .... . QMAX @.940 ....... . Froude Number .... . 3. 00 ft 0. 0115 ft/ft 0.010 73 .40 cfs 2.01 ft 14.58 fps 5.03 sf 2.70 ft 0. 0063 ft/ft 67.00 % 92.98 cfs 100. 02 cfs 1.92 (flow is Supercritical) Open Channel Flow Module. Version 3.12 (c) 1990 Haestad Methods . Inc. * 37 Brookside Rd* Waterbury, Ct 06708 Circular Channel Analysis & Design Solved with Manning's Equation Open Channel -Uniform flow Workshee t Name : 36" P -10 Yr Comment : 36" Hancor Hi-Q Pipe@ 10 Year Storm Solve For Actual Depth Given Input Data : Diameter ......... . Slope ............ . Manning 's n ...... . Discharge ........ . Computed Results : Depth ............ . Velocity ......... . Flow Area ........ . Critical Depth ... . Critical Slope ... . Percent Full ..... . Full Capacity .... . QMAX @.94D ....... . Froude Number .... . 3.00 ft 0. 0115 ft/ft 0.010 63.70 cfs 1.82 ft 14.17 fps 4.50 sf 2.57 ft 0.0050 ft/ft 60. 77 % 92.98 cfs 100 .02 cfs 2.02 (flow is Supercr i t i cal) Open Channel Flow Module . Version 3.12 Cc) 1990 Haestad Methods. Inc. * 37 Brookside Rd* Waterbury , Ct 06708 Circular Channel Analysis & Design Solved with Manning's Equation Open Channel -Uniform flow Worksheet Name: 36" P -5 Yr Comment : 36" Hancor Hi-Q Pipe@ 5 Year Storm Solve For Actual Depth Given Input .Data: Diameter ......... . Slope ............ . Manning's n ...... . Discharge ........ . Computed Results : Depth ............ . Velocity ......... . Flow Area ........ . Critica l Depth ... . Critical Slope ... . Percent Full ..... . Full Capacity .... . QMAX @.94D ....... . Froude Number .... . 3.00 ft 0. 0115 ft/ft 0.010 57 .10 cfs 1. 70 ft 13.82 fps 4.13 sf 2.45 ft 0.0044 ft/ft 56 .64 % 92.98 cts 100. 02 cfs 2.07 (flow is Supercritical) Open Channel Flow Module. Version 3.12 (c) 1990 Haestad Methods. Inc . * 37 Brookside Rd* Waterbury , Ct 06708 Circular Channel Analysis & Design Solved with Manning 's Equation Open Channel -Uniform flow Worksheet Name : 42" P -100 Yr Comment : 42" Hancor Hi -Q Pipe@ 100 Year Storm Solve For Actual Depth Given Input Data : Diameter ......... . Slope ............ . Manning's n ...... . Discharge ........ . Computed Results: Depth ............ . Veloc i ty ......... . Flow Area ........ . Critical Depth ... . Critical Slope ... . Percent Full ..... . Full Capacity .... . QMAX @.94D ....... . Froude Number .... . 3.50 ft 0. 0095 ft/ft 0.010 103.50 cfs 2.39 ft 14.76 fps 7.01 sf 3.11 ft 0. 0056 ft/ft 68.40 % 127.48 cfs 137.13 cfs 1.77 (flow is Supercrit i cal) Open Channel Flow Module. Version 3.12 (c) 1990 Haestad Methods . Inc . * 37 Brookside Rd* Waterbury, Ct 06708 Circular Channel Analysis & Design Solved with Manning's Equation Open Channel -Uniform flow Worksheet Name: 42" P -50 Yr Corrment: 42" Hancor Hi-Q Pipe@ 50 Year Storm Solve For Actual Depth Given Input Data: Diameter ......... . Slope ............ . Manning's n ...... . Discharge ........ . Computed Results: Depth ............ . Velocity ......... . Flow Area ........ . Critical Depth ... . Critical Slope ... . Percent Full ..... . Full Capacity .... . QMAX @.94D ....... . Froude Number .... . 3.50 ft 0. 0095 ft/ft 0.010 91.10 cfs 2.19 ft 14.40 fps 6.33 sf 2.96 ft 0. 0046 ft/ft 62.51 % 127.48 cfs 137.13 cfs 1.86 (flow is Supercritical) Open Channel Flow Module. Version 3.12 (c) 1990 Haestad Methods. Inc. * 37 Brookside Rd* Waterbury, Ct 06708 Circular Channel Analysis & Design Solved with Manning 's Equation Open Channel -Uniform flow Worksheet Name: 42" P -25 Yr Comment: 42" Hancor Hi -Q Pipe@ 25 Year Storm Solve For Actual Depth Given Input Data: Diameter ......... . Slope ............ . Manning 's n ...... . Discharge ........ . Computed Results : Depth ............ . Velocity ......... . Flow Area ........ . Critical Depth ... . Critical Slope ... . Percent Full ..... . Full Capacity .... . QMAX @.94D ....... . Froude Number .... . 3.50 ft 0.0095 ft/ft 0.010 81.30 cfs 2.03 ft 14. 05 fps 5.79 sf 2.82 ft 0. 0040 ft/ft 58.02 % 127.48 cfs 137 .13 cfs 1 .91 (flow is Supercritical) Open Channel Flow Module . Version 3.12 (c) 1990 Haestad Methods . Inc . * 37 Brookside Rd* Waterbury, Ct 06708 Circular Channel Analysis & Design Solved with Manning's Equation Open Channel -Uniform flow Worksheet Name : 42" P -10 Yr CorTJTient: 42" Hancor Hi -Q Pipe@ 10 Year Storm Solve For Actual Depth Gi ven Input Data: Diameter ......... . Slope ............ . Manning's n ...... . Discharge ........ . Computed Results: Depth ............ . Veloc i ty ......... . Flow Area ........ . Critical Depth ... . Critical Slope ... . Percent Full ..... . Full Capacity .... . QMAX @.94D ....... . Froude Number .... . 3.50 ft 0. 0095 ft/ft 0.010 70 .60 cfs 1. 86 ft 13.59 fps 5.20 sf 2.63 ft 0.0035 ft/ft 53 .15 % 127 .48 cfs 137 .13 cfs 1.96 (flow is Supercrit i cal) Open Channel Flow Module . Version 3.12 (c) 1990 Haestad Methods. Inc . * 37 Brookside Rd* Waterbury , Ct 06708 Circular Channel Analysis & Design Solved with Manning's Equation Open Channel -Uniform flow Worksheet Name: 42" P - 5 Yr Comment: 42" Hancor Hi -Q Pipe@ 5 Year Storm Solve For Actual Depth Given Input Data: Diameter ......... . Slope ............ . Manning's n ...... . Discharge ........ . Computed Results: Depth ............ . Velocity ......... . Flow Area ........ . Critical Depth ... . Critical Slope ... . Percent Full ..... . Full Capacity .... . QMAX @.94D ....... . Froude Number .... . 3.50 ft 0.0095 ft/ft 0. 010 63.20 cfs 1. 74 ft 13 .22 fps 4.78 sf 2.49 ft 0. 0032 ft/ ft 49.75 % 127.48 cfs 137.13 cfs 1.99 (flow is Supercritical) Open Channel Flow Module . Version 3.12 (c) 1990 Haestad Methods. Inc. * 37 Brookside Rd* Waterbury, Ct 06708 CWSEL SECNO Q Before After Difference 26.30 5645 247.44 247.44 0 .00 37.30 248.42 248.42 0 .00 45.00 249.34 249.34 0 .00 49.20 250.01 250.01 0 .00 55.00 251 .13 251 .13 0 .00 61 .00 5515 251 .69 251 .69 0 .00 69.00 254.06 254 .06 0 .00 70.00 255 .86 255 .8 6 0 .00 73.70 261 .43 261 .43 0.00 75.10 263 .14 263.14 0 .00 77.70 263.26 263.26 0 .00 80.80 263.32 263.32 0 .00 83.00 263.40 263.40 0 .00 85.55 263.56 263 .56 0 .00 88.15 263.85 263.79 -0.06 91 .90 264.32 264.18 -0.14 95.00 264.89 264.85 -0.04 98.55 265.38 265.20 -0.18 103.00 265.77 265.48 -0.29 100.10 5630 266.38 266.20 -0.18 112.00 267.27 26 7 .16 -0.11 112.90 267.56 26 7 .46 -0.10 113.90 267.30 267.21 -0 .09 116.20 268 .98 268 .92 -0.06 116.70 270.63 270.59 -0.04 119.20 5763 270.98 270.94 -0.04 124.00 271 .26 271 .23 -0.03 126.00 271.70 271 .68 -0.02 130.90 273.12 273.11 -O.Q1 135.00 274.02 274.01 -O.Q1 145.00 4444 276.15 276.15 0 .00 156.40 278 .63 278 .63 0 .00 100.20 4564 279.63 279.63 0.00 163.00 280.34 280.34 0 .00 171 .80 3969 283.79 283.79 0.00 175.30 286.28 286.28 0 .00 179.40 39Xl 287.20 287.20 0 .00 180.40 287.50 287.50 0 .00 181 .12 286.90 286.90 0 .00 186.00 287.85 287.85 0 .00 189.00 288 .91 288 .91 0 .00 191.50 290.15 290.15 0 .00 194.30 3855 290.74 290.74 0 .00 197.00 291 .13 291.13 0 .00 199.00 292.10 292 .10 0 .00 201.00 1536 292 .43 292 .43 0 .00 203.00 292.47 292.47 0 .00 207.00 293.17 293.17 0 .00 200.00 294.09 294.09 0 .00 201 .80 294.69 294.69 0 .00 213.30 297.31 297.31 0 .00 215.30 298 .84 298 .84 0 .00 215.90 299.53 299.53 0 .00 216.30 301 .82 301.82 0 .00 246.50 302.45 302.45 0 .00 219.20 302.78 302.78 0 .00 221 .10 303.32 303.32 0.00 223.20 304.51 304.51 0 .00 FLOODWAY W IDTH Before After Difference 365.86 365.86 0 .00 335.98 335.98 0 .00 238 .51 238 .51 0 .00 264.70 264.70 0 .00 432.16 432.16 0 .00 349.94 349.94 0 .00 95.69 95.69 0 .00 42.00 42.00 0 .00 42.00 42.00 0 .00 340.00 340.00 0 .00 481 .03 481 .03 0 .00 348.99 348.99 0 .00 298.67 298.67 0 .00 200.00 200.00 0 .00 186.49 193.14 6.65 175.41 172.01 -3 .40 175.54 136.64 -38 .90 254.99 248.11 -6 .88 207.45 197.59 -9.86 147.91 141 .76 -6 .15 100.00 100.00 0.00 120.00 120.00 0 .00 42.00 42.GO 0 .00 42.00 42.00 0 .00 92.00 92.00 0 .00 331 .26 330.44 -0.82 196.67 196.09 -0 .58 173.28 172.00 -0.68 280.47 280.15 -0.32 196.10 195.70 -0 .40 258.45 258 .40 -0.05 128.32 128 .32 0 .00 240.58 240.58 0 .00 235.30 235.30 0 .00 50.29 50.29 0 .00 223.44 223.44 0 .00 176.97 176.97 0 .00 227.85 227.85 0 .00 206.02 206.02 0 .00 85.00 85.00 0 .00 65.00 65.00 0 .00 141 .64 141 .64 0 .00 146.15 146.15 0.00 79 .43 79 .43 0 .00 120.00 120.00 0 .00 92.65 92.65 0.00 88.85 88.85 0 .00 51 .54 51 .54 0 .00 57.04 57.04 0 .00 25.73 25.73 0 .00 39.15 39.15 0 .00 48.41 48.41 0 .00 90.30 90.30 0 .00 139.70 139.70 0 .00 112.16 112.16 0 .00 94.45 94.45 0 .00 57.00 57.ce 0 .00 45.58 45.58 0 .00 DESCRIPTION Begin Wolf Pen Creek 2630 Ft. U/S of Carter's Creek Confluens;e W est Lane, U/S is most restrictive (4 -10 X 8') W X H' All Four Barrels Considered to be effective Section Cutoff at Holleman R.O .W . and Lowe's Entrance Section Cutoff at Holleman R.O .W . and Lowe's Building Section Cutoff at Holleman R.O .W . and Lowe's Buil ding Section Cutoff at Holleman R.O .W . Section Cutoff at H olleman R.O .W . Section Cutoff at Holleman R.O .W . -Fill at 2 :1 Slope Section Cutoff at Sears Service Center -Fill at 2:1 Slope Section Cutoff at Sears Servi ce Center -Fill at 3:1 Slope 100' D/S of Box Culvert at Dartmouth & Holleman Intersection D/S Face Box Cu lv erts at Dartmouth & Holleman Intersection Section Cutoff at Xmas Store Section Cutoff at Taco Bell Section Cutoff at Car Wash 100' D/S of Box Culverts on Texas Avenue D/S Face of Bolx Culverts on Texas Avenue 100' U/S Box Culverts= 182.40 *-----------------------------------* S U M P 0 FI LE: W PCEXF W .SMP Interactive Surrmar y Printout for MS/PC -DOS micro computers May 199 1 *-----------------------------------* NOTE -Aster i sk (*) at left of profile number indicates message in surrmary of errors list WOL F PEN CREE K PARK CORR Surrmary Pri ntout SECNO Q CWSEL STEN CL STENCR TOPWID 26 .30 5645 .00 247 .44 .00 .00 782 .00 26 .30 5645 .00 248 .34 1153 . 00 1518 .86 365 .86 37 .30 5645 .00 248 .42 .00 .00 617 .43 * 37 .30 5645 .00 249 .35 1331 .77 1667 .75 335 .98 * 45 .60 5645 .00 249 .34 .00 .00 399 .82 * 45.60 5645 .00 250 .27 1115 .05 1353 .55 238 .51 49 .20 5645 .00 250 .01 .00 .00 810 .04 49 .20 5645.00 250.91 108 1.63 1346 .33 264 .70 * 55.00 5645.00 251 .13 .00 .00 789 .50 * 55 .00 56 45.00 252 .08 1267 .06 1699 .22 432 .16 61.00 5515 .00 251. 69 .00 .00 687 .65 61.00 5515 .00 252 .63 1322 .01 1671.95 349 .94 * 69 .00 5515 .00 254 .06 .00 .00 93 .51 * 69 .00 5515 .00 254 .71 1940 .00 2040 .00 95 .69 70 .00 5515 .00 255 .86 .00 .00 42 .00 70.00 5515 .00 255 .96 1700.00 1742 .00 42.00 * 73 .70 5515 .00 261.43 .00 .00 42 .00 * 73 .70 5515 .00 261 .55 1700.00 1742 .00 42.00 75.10 5515 .00 263 .14 .00 .00 340 .00 75 .10 5515 .00 263 .24 1425 .00 1765 .00 340.00 * 77 . 70 551 5.00 263 .26 .00 .00 742 .61 77 . 70 5515 .00 263 .35 1313 .40 1794 .43 481 .03 80 .80 5515 .00 263 .32 .00 .00 845 .45 80 .80 551 5.00 263.43 1271.80 1620 .79 348.99 * 83 .60 5515 .00 263 .40 .00 .00 742.06 * 83 .60 5515.00 263.53 1228 .67 1527 .34 298.67 85 .55 5515 .00 263 .56 .00 .00 567 .93 85 .55 5515 .00 263 .75 1245.92 1455 .00 209 .08 88 .15 5515 .00 263.85 .00 .00 458 .59 88 .15 5515 .00 264 .14 1328.33 1514 .82 186.49 91 .90 5515.00 264 .32 .00 .00 351. 01 91.90 5515.00 264 .74 1616 .94 1792 .35 175.41 95 .00 5515 .00 264.89 .00 .00 383.37 95 .00 5515 .00 265.48 1181. 00 1356 .54 175 .54 * 98 .55 5515.00 265.38 .00 .00 603 .43 * 98 .55 5515 .00 266.07 1459 .22 1714 .22 254 .99 103 .00 5515 .00 265.77 .00 .00 545 .14 103 .00 5515 .00 266.47 1446 .25 1653 .70 207.45 * 108 .10 5630 .00 266 .38 .00 .00 334.06 * 108 .10 5630.00 267.13 1294.81 1442 .72 147.91 112 . 00 5630 .00 267 .27 .00 .00 419 .11 112 .00 5630 .00 268 .14 1510 .00 1610.00 100 .00 112 . 90 5630 .00 267 .56 .00 .00 419.74 112. 90 5630.00 268 .46 1480.00 1600.00 i20 .00 * 113 . 90 5630 .00 267.30 .00 .00 42.00 * 113.90 5630 .00 268.25 1310 .00 1480.00 42 .00 * 116 .20 5630 .00 268.98 .00 .00 42 .00 * 116 .20 5630.00 269 .69 1310 .00 1480 .00 42 .00 116 .70 5630 .00 270 .63 .00 .00 389 .83 * 116. 70 5630 .00 271. 07 1495 .00 1587 .00 92 .00 * 119 . 20 5763 .00 270 .98 .00 .00 492 .78 * 119 . 20 5763 .00 271.50 1059 .36 1390 .61 331. 26 * 124 .00 5763 .00 271. 26 .00 .00 432 .07 * 124 .00 5763.00 271.80 1226 .66 1423 .33 196 .67 126 .00 5763 . 00 271. 70 .00 .00 340.80 126 .00 5763.00 272.37 1326.72 1500 .00 173.28 130.90 5763 .00 273 .12 .00 .00 608 .49 * 130 .90 5763 .00 273.94 1050 .00 1333 .06 280.47 135 .60 5763 .00 274 .02 .00 .00 523 .47 135 .60 5763 .00 274.81 1554.29 1750 .39 196.10 145 .60 4444.00 276 .15 .00 .00 556 .66 145 .60 4444 .00 277. 09 1381. 55 1640 .00 258 .45 156 .40 4444 .00 278 .63 .00 .00 277 .28 156.40 4444 .00 279.63 1135 .00 1263 .32 128 .32 * 160 .20 4564.00 279 .63 .00 .00 471.41 * 160 .20 456 4 .00 280 .64 1162.16 14 02 .74 24 0 .5 8 163.00 456 4 .00 280 .34 .00 .00 464.68 163.00 4564.00 281. 29 1368.07 16 03.37 235.3 0 * 171.80 3969 .00 28 3 .79 .00 .00 168 .49 * 171.8 0 3969 .00 284 .58 1372 .67 1422 .97 50.29 * 175 .30 3969 .00 286 .28 .00 .00 352.22 * 175 .30 3969 .00 287.19 1137. 28 136 0 .72 22 3 .44 179.40 390 0 .00 287 .20 .00 .00 281 .70 179 .40 390 0 .00 287.88 1046 .44 1223.4 1 176 .97 * 180 .40 390 0 .00 287 .50 .00 .00 46 6 .76 * 18 0 .40 390 0.00 28 8 .06 11 00 .00 134 0 .00 227 .85 * 181.12 390 0 .00 28 6 .90 .00 .00 401. 90 * 181.12 390 0 .00 287 .80 110 0 . 00 134 0 .00 205.02 * 186.00 39 00 .00 287 .8 5 .00 .00 214 .57 * 186 .00 39 00 .00 28 8 .61 1185 .00 127 0 .00 85 .00 189 .00 390 0 .00 288 .91 .00 .00 14 0 .84 189 .00 390 0 .00 289 .55 137 0 .00 1435 .00 65.00 * 191 .50 390 0.00 29 0 .15 .00 .00 453 .95 * 191 .50 390 0.00 29 0.8 2 1348 .36 149 0.00 141.64 194.3 0 3855 .00 29 0 .74 .00 .00 22 8 .73 194 .30 3855 .00 291.41 1212.91 1359 .06 14 6 .15 * 197 .00 3855 .00 291 .13 .00 .00 15 3 .33 * 197 .00 3855 .00 291 .70 123 7 .77 131 7 .21 79.43 * 199 .00 3855 .00 292 .10 .00 .00 241.54 * 199 .00 3855 .00 292.74 126 0 .00 138 0.00 120 .00 201. 00 1536 .00 292 .43 .00 .00 203 .62 201. 00 1536.00 293 .04 1272.2 7 1364 .92 92.65 203 .00 1536.00 292 .47 .00 .00 184.55 203 .00 1536.00 293 .07 1212 .56 13 01.41 88 .85 * 207 .00 1536 .00 293.17 .00 .00 111.6 8 * 207.00 1536 .00 293 .70 1334.03 13 85.57 51.54 209 .00 1536 .00 294.09 .0 0 .00 112 .40 209 .00 1536 .00 294.69 1169 .96 122 7 .00 57 .04 21 0 .80 1536 .00 294.69 .00 .00 56 .29 * 21 0 .80 1536.00 295 .25 1185 .00 121 0 .73 25 .73 213 .30 1536 .00 297.31 .00 .00 63 .40 213 .30 1536 .00 298.1 8 1225.85 1265 .00 39 .15 215 .30 1536 .00 298.84 .00 .00 80.57 215 .30 1536 .00 299 .36 1285 .47 1333 .88 48 .41 * 215 .90 1536.00 299.5 3 .00 .00 76 .17 * 215 .90 1536 .00 300 .17 1070 .00 1210 .00 90 .30 * 216 .30 1536.00 301.82 .00 .00 139 .28 * 216 .30 1536 .00 301. 92 1070 .00 1210 .00 139 .70 216.50 1536 .00 302 .45 .00 .00 177 .85 216 .50 1536 .00 302 .48 1269 .56 1381. 72 112 .16 219 .20 1536 .00 302 .78 .00 .00 148 .58 219 .20 1536 .00 302 .84 1216 .85 1311.30 94.45 * 221.10 1536 .00 303 .32 .00 .00 69 .84 * 221.10 1536.00 303 .42 1150.00 1210 .00 57.08 223 .20 1536 .00 304 .51 .00 .00 91.45 223 .20 1536 .00 304 .61 1074.42 1120 . 00 45 .58 1 FLOODWAY DATA. WOLF PEN CREEK PARK CORR PROFILE NO. 2 -------FLOODWAY -------STATION WIDTH SECTION MEAN AREA VELOCITY 26.300 366. 1938. 2.9 37.300 336. 2481. 2.3 45.600 239. 1632. 3.5 49.200 265. 1577. 3.6 55.000 432. 2277. 2.5 61. 000 350. 2171. 2.5 69.000 96. 552. 10.0 70.000 42. 414. 13.3 73.700 42. 598. 9.2 75.100 340. 2773. 2.0 77.700 481. 3947. 1.4 80.800 349. 3010. 1.8 83.600 299. 2212. 2.5 85.550 209. 1729. 3.2 88.150 186. 1551. 3.6 91.900 175. 1463. 3.8 95.000 176. 1380. 4.0 98.550 255. 2050. 2.7 103.000 207. 1695. 3.3 108.100 148. 1182. 4.8 112. 000 100. 1129. 5.0 112. 900 120. 1406. 4.0 113.900 42. 590. 9.5 116.200 42. 603. 9.3 116.700 92. 1231. 4.6 119.200 331. 3074. 1.9 124.000 197. 1504. 3.8 126.000 173. 1158. 5.0 130.900 280. 2087. 2.8 135.600 196. 1368. 4.2 145.600 258. 1515. 2.9 156.400 128. 992. 4.5 160.200 241. 1619. 2.8 163.000 235. 1491. 3.1 171.800 50. 427. 9.3 175.300 223. 1448. 2.7 179.400 177. 1145. 3.4 180.400 228. 686. 5.7 181.120 206. 629. 6.2 186.000 85. 723. 5.4 189.000 65. 528. 7.4 191. 500 142. 884. 4.4 24NOV94 16:26:58 FLOODWAY DATA. WOLF PEN CREEK PARK CORR PROFILE NO. 2 WATER SURFACE ELEVATION FILE: WPCEXFW.OUT WITH WITHOUT DIFFERENCE FLOODWAY FLOODWAY 248.3 247.4 .9 249.3 248.4 .9 250.2 249.3 .9 250.9 250.0 .9 252.1 251.1 l. 0 252.6 251.7 .9 254.8 254.1 .7 256.0 255.9 .1 261.5 261.4 . l 263.2 263.l . l 263.4 263.3 .1 263.4 263.3 . l 263.5 263.4 .1 263.8 263.6 .2 264.2 263.9 .3 264.7 264.3 .4 265.5 264.9 .6 266.l 265.4 .7 266.5 265.8 .7 267 .1 266.4 .7 268.2 267.3 .9 268.5 267.6 .9 268.2 267.3 .9 269.7 269.0 .7 271.0 270.6 .4 271.5 271.0 .5 271.8 271.3 .5 272.4 271.7 .7 273.9 273. l .8 274.8 274.0 .8 277 .1 276.2 .9 279.6 278.6 1.0 280.6 279.6 1.0 281.2 280.3 .9 284.6 283.8 .8 287.2 286.3 .9 287.9 287.2 .7 288.1 287.5 .6 287.8 286.9 .9 288.6 287.8 .8 289.5 288.9 .6 290.9 290.2 .7 PAGE -------FLOODWAY -------WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY 194.300 146. 1081. 3.6 291.4 290.7 .7 197.000 79. 596. 6.5 291.7 291.1 .6 199.000 120. 947. 4.1 292.7 292.l .6 201.000 93. 894. 1. 7 293.0 292.4 .6 203.000 89. 727. 2.1 293.l 292.5 .6 207.000 52. 307. 5.0 293.7 293.2 .5 209.000 57. 333. 4.6 294.7 294.1 .6 210.800 26. 166. 9.2 295.3 294.7 .6 213.300 39. 284. 5.4 298.2 297.3 .9 215.300 48. 240. 6.4 299.3 298.8 .5 215.900 90. 340. 4.5 300.1 299.5 .6 216.300 140. 561. 2.7 301. 9 301.8 .1 216.500 112. 480. 3.2 302.4 302.4 .0 219.200 94. 402. 3.8 302.9 302.8 .1 221.100 57. 237. 6.5 303.4 303.3 .1 223.200 46. 213. 7.2 304.6 304.5 .1 *-----------------------------------* FILE: WPC-POST.SMP S U M P 0 Interact i ve Surmlary Printout for MS/PC-DOS micro computers May 1991 *-----------------------------------* NOTE -Aster i sk (*) at left of profile number indicates message in surmlary of errors 1 i st WOLF PEN CREEK PARK CORR Surmlary Printout SECNO Q CWSEL STENCL STEN CR TO PW ID 26.30 5645 .00 247 .44 .00 .00 782 .00 26 .30 5645 .00 248 .34 1153 .00 1518 .86 365 .86 37 .30 5645.00 248 .42 .00 .00 617.43 * 37 .30 5645.00 249 .35 1331. 77 1667.75 335 .98 * 45 .60 5645.00 249 .34 .00 .00 399.82 * 45 .60 5645 .00 250 .27 1115.05 1353.55 238 .51 49 .20 5645 .00 250.01 .00 .00 810.04 49 .20 5645 .00 250 .91 1081.63 1346 .33 264 .70 * 55 .00 5645.00 251.13 .00 .00 789 .50 * 55.00 5645 .00 252 .08 1267 .06 1699.22 432.16 61.00 5515 .00 251 .69 .00 .00 687 .65 61.00 5515 .00 252 .63 1322 .01 1671. 95 349 .94 * 69 .00 5515 .00 254 .06 .00 .00 93 .51 *· 69 .00 5515 .00 254 .71 1940 .00 2040.00 95.69 70 .00 5515 .00 255 .86 .00 .00 42 .00 70 .00 5515 .00 255 .96 1700 .00 1742 .00 42 .00 * 73 .70 5515 .00 261.43 .00 .00 42 .00 * 73 .70 5515 .00 261. 55 1700 .00 1742.00 42 .00 75 .10 5515 .00 263 .14 .00 .00 340 .00 75 .10 5515 .00 263.24 1425 .00 1765 .00 340 .00 * 77 . 70 5515 .00 263 .26 .00 .00 742 .61 77 .70 5515 .00 263 .35 1313 .40 1794 .43 481. 03 80 .80 5515 .00 263 .32 .00 .00 845.45 80 .80 5515 .00 263.43 1271.80 1620 .79 348 .99 * 83 .60 5515.00 263.40 .00 .00 742.06 * 83.60 5515 .00 263.53 1228 .67 1527 .34 298.67 85 .55 5515.00 263.56 .00 .00 567 .93 85.55 5515.00 263.75 1245 .92 1455 .00 209 .08 88.15 5515.00 263 .79 .00 .00 415 .62 88 .15 5515 .00 264.10 1338 .22 1531.37 193 .14 91 .90 5515 .00 264 .18 .00 .00 275 .69 91. 90 5515 .00 264.58 1619.88 1791.89 172 .01 95 .00 5515.00 264 .85 .00 .00 304 .69 95 .00 5515 .00 265 .42 1181. 00 1317 .64 136.64 * 98 .55 5515 .00 265 .20 .00 .00 588 .40 * 98 .55 5515.00 265 .85 1466 .07 1714 .18 248.11 * 103 .00 5515 .00 265 .48 .00 .00 524 .64 * 103 .00 5515.00 266 .14 1452.45 1650 .04 197 .59 108 .10 5630 .00 266 .20 .00 .00 326.27 108 .10 5630 .00 266 .91 1295 .23 1436 .98 141 .76 112 . 00 5630.00 267.16 .00 .00 395.01 112 .00 5630 .00 268.03 1510 .00 1610 .00 100 .00 112. 90 5630 .00 267 .46 .00 .00 402 .96 112.90 5630.00 268 .36 1480 .00 1600 .00 120 .00 * 113. 90 5630 .00 267 .21 .00 .00 42.00 * 113. 90 5630.00 268 .15 1310 .00 1480 .00 42 .00 * 116 .20 5630 .00 268 .92 .00 .00 42.00 * 116 . 20 5630.00 269 .64 1310 .00 1480 .00 42 .00 116 . 70 5630 .00 270 .59 .00 .00 381.45 * 116 .70 5630 .00 271.02 1495.00 1587.00 92.00 * 119 .20 5763 .00 270 .94 .00 .00 492 .24 * 119 .20 5763 .00 271.46 1059 .64 1390.08 330.44 * 124.00 5763 .00 271 .23 .00 .00 428 .98 * 124 .00 5763 .00 271. 76 1226 .59 1422.68 196.09 126 .00 5763 .00 271.68 .00 .00 339 .53 126 .00 5763.00 272.34 1327 .40 1500.00 172 .60 130 .90 5763.00 273 .11 .00 .00 606 .94 * 130.90 5763 .00 273.93 1050 .00 1332.74 280 .15 135.60 5763.00 274 .01 .00 .00 522 .34 135 .60 5763 .00 274 .81 1554 .33 1750.03 195 .70 145 .60 4444 .00 276 .15 .00 .00 556 .59 145 .60 4444 .00 277 . 09 1381.60 1640 .00 258.40 156 .40 4444 .00 278 .63 .00 .00 277 .28 156 .40 4444 .00 279 .63 1135 . 00 1263 .32 128 .32 * 160 .20 4564.00 279 .63 .00 .00 471 .41 * 160.20 4564 .00 280 .64 1162 .16 1402 .74 240.58 163 .00 4564.00 280 .34 .00 .00 464 .68 163.00 4564.00 281. 29 1368 .07 1603 .37 235.30 * 171.80 3969.00 283 .79 .00 .00 168.49 * 171.80 3969.00 284.58 1372 .67 1422.97 50 .29 * 175 .30 3969 .00 286 .28 .00 .00 352 .22 * 175.30 3969.00 287 .19 1137 .28 1360 .72 223 .44 179 .40 3900.00 287.20 .00 .00 281. 70 179.40 3900 .00 287 .88 1046.44 1223.41 176.97 * 180.40 3900.00 287 .50 .00 .00 466.76 * 180 .40 3900 .00 288 .06 1100 . 00 1340 .00 227 .85 * 181.12 3900 .00 286.90 .00 .00 401 . 90 * 181 .12 3900 .00 287 .80 1100.00 1340.00 206 .02 * 186 .00 3900 .00 287 .85 .00 .00 214 .57 * 186 .00 3900 .00 288.61 1185.00 1270 .00 85 .00 189 .00 3900 .00 288.91 .00 .00 140 .84 189 .00 3900.00 289.55 1370.00 1435 .00 65 .00 * 191.50 3900.00 290.15 .00 .00 453 .95 * 191.50 3900.00 290 .82 1348.36 1490.00 141.64 194.30 3855.00 290.74 .00 .00 228.73 194 .30 3855.00 291.41 1212.91 1359 .06 146 .15 * 197 .00 3855 .00 291.13 .00 .00 153 .33 * 197.00 3855 .00 291. 70 1237 .77 1317 .21 79.43 * 199 .00 3855.00 292 .10 .00 .00 241.54 * 199 .00 3855.00 292 .74 1260 .00 1380 .00 120.00 201. 00 1536.00 292 .43 .00 .00 203 .62 201. 00 1536.00 293.04 1272.27 1364 .92 92 .65 203 .00 1536 .00 292 .47 .00 .00 184 .55 203 .00 1536 .00 293.07 1212 .56 1301.41 88.85 * 207.00 1536 .00 293 .17 .00 .00 111.68 * 207.00 1536.00 293 .70 1334.03 1385.57 51.54 209 .00 1536 .00 294 .09 .00 .00 112 .40 209 .00 1536.00 294.69 1169 .96 1227 .00 57 .04 210 .80 1536.00 294.69 .00 .00 56 .29 * 210.80 1536.00 295.25 1185 .00 1210 .7 3 25 .73 213 .30 1536.00 297.31 .00 .00 63 .40 213.30 15 36.00 298.18 1225 .85 1265 .00 39 .15 215 .30 1536.00 29 8 .84 .00 .00 80 .57 215 .30 1536.00 299 .36 1285.47 1333 .88 48.41 * 215 .90 1536 .00 299 .53 .00 .00 76.17 * 215.90 1536 .00 300 .17 1070.00 1210 .00 90.30 * 216 .30 1536 .00 301.82 .00 .00 139 .28 * 216 .30 1536 .00 301. 92 1070.00 1210.00 139 .70 216 .50 1536 .00 302 .45 .00 .00 177. 85 216 .50 1536 .00 302 .48 1269 .56 1381. 72 112 .16 219 .20 1536 .00 302.78 .00 .00 148 .58 219 .20 1536 .00 302 .84 1216 .85 1311.30 94 .45 * 221.10 1536 .00 303 .32 .00 .00 69.84 * 221.10 1536 .00 303.42 1150.00 1210.00 57 .08 223 .20 1536 .00 304.51 .00 .00 91.45 223 .20 1536 .00 304.61 1074.42 1120 . 00 45 .58 1 FLOODWAY DATA. WOLF PEN CREEK PARK CORR PROFILE NO. 2 -------FLOODWAY -------STATION WIDTH SECTION MEAN AREA VELOCITY 26.300 366. 1938. 2.9 37.300 336. 2481. 2.3 45.600 239. 1632. 3.5 49.200 265. 1577. 3.6 55.000 432. 2277. 2.5 61. 000 350. 2171. 2.5 69.000 96. 552. 10.0 70.000 42. 414. 13.3 73.700 42. 598. 9.2 75.100 340. 2773. 2.0 77.700 481. 3947. 1.4 80.800 349. 3010. 1.8 83.600 299. 2212. 2.5 85.550 209. 1729. 3.2 88.150 193. 1621. 3.4 91.900 172. 1410. 3.9 95.000 137. 1110. 5.0 98.550 248. 1959. 2.8 103.000 198. 1578. 3.5 108.100 142. 1120. 5.0 112.000 100. 1118. 5.0 112. 900 120. 1394. 4.0 113.900 42. 586. 9.6 116.200 42. 600. 9.4 116.700 92. 1227. 4.6 119.200 330. 3055. 1.9 124.000 196. 1495. 3.9 126.000 173. 1151. 5.0 I30.900 280. 2083. 2.8 135.600 196. 1366. 4.2 145.600 258. 1515. 2.9 156.400 128. 992. 4.5 160.200 241. 1619. 2.8 163.000 235. 1491. 3.1 171.800 50. 427. 9.3 175.300 223. 1448. 2.7 179.400 177. 1145. 3.4 180.400 228. 686. 5.7 181.120 206. 629. 6.2 186.000 85. 723. 5.4 189.000 65. 528. 7.4 191.500 142. 884. 4.4 26NOV94 14:46:44 FLOODWAY DATA. WOLF PEN CREEK PARK CORR PROFILE NO. 2 WATER SURFACE ELEVATION FILE: WPC-POST.OUT WITH WITHOUT DIFFERENCE FLOODWAY FLOODWAY 248.3 247.4 .9 249.3 248.4 .9 250.2 249.3 .9 250.9 250.0 .9 252.1 251.1 1. 0 252.6 251. 7 .9 254.8 254.l .7 256.0 255.9 .1 261.5 261.4 .1 263.2 263.1 .1 263.4 263.3 .1 263.4 263.3 .1 263.5 263.4 .1 263.8 263.6 .2 264. l 263.8 .3 264.6 264.2 .4 265.5 264.9 .6 265.8 265.2 .6 266.2 265.5 .7 266.9 266.2 .7 268.l 267.2 .9 268.4 267.5 .9 268.l 267.2 .9 269.6 268.9 .7 271.0 270.6 .4 271.4 270.9 .5 271.7 271.2 .5. 272.4 271. 7 .7 273.9 273.1 .8 274.8 274.0 .8 277. l 276.2 .9 279.6 278.6 1.0 280.6 279.6 1.0 281.2 280.3 .9 284.6 283.8 .8 287.2 286.3 .9 287.9 287.2 .7 288.l 287.5 .6 287.8 286.9 .9 288.6 287.8 .8 289.5 288.9 .6 290.9 290.2 .7 PAGE -------FLOOOWAY -------WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOOOWAY FLOOOWAY 194.300 146. 1081. 3.6 291.4 290.7 .7 197.000 79. 596. 6.5 291. 7 291.1 .6 199.000 120. 947. 4.1 292.7 292.1 .6 201. 000 93. 894. l. 7 293.0 292.4 .6 203.000 89. 727. 2.1 293.l 292.5 .6 207.000 52. 307. 5.0 293.7 293.2 .5 209.000 57. 333. 4.6 294.7 294.1 .6 210.800 26. 166. 9.2 295.3 294.7 .6 213.300 39. 284. 5.4 298.2 297.3 .9 215.300 48. .240. 6.4 299.3 298.8 .5 215.900 90. 340. 4.5 300.l 299.5 .6 216.300 140. 561. 2.7 301.9 301.8 .1 216.500 112. 480. 3.2 302.4 302.4 .0 219.200 94. 402. 3.8 302.9 302.8 .1 221.100 57. 237. 6.5 303.4 303.3 .1 223.200 46. 213. 7.2 304.6 304.5 .1 w CITY OF C~~GE STATION Engmeermg Division ID w~ J ~ f»l()/1/Jc~ u~~~~ktL~~ ~~~~~;~~ -. ~ c-s CJ-}.Ml lJii:r. 1 -~~~ ~~ct~~·~~~ ~ ~ ~· ~· 0~ j I \ I . ! TO MUNiCIPAL DEVELOPMENT GROUP P.O. Box 9249 20 3 Holleman Drive East College Station, Texas 77840-9249 (409) 693-5359 .· I WE ARE SENDING YOU ~ttached O Under separate cover via _________ the following items: • I 0 Prints 0 Plans 0 Samples 0 Specifications 2-1 0 Shop drawings 0 Copy of letter 0 Change order o _____________________ _ COPIES DATE NO . DESCRIPTION '2 <;ETs c::;LIC G~tvbr, D~w~~·c I M P Jeov&\..tE.NTS" JZ-l;:re..e ~ Io,...; W~OL A /.Jiff "'J /"'( 'ff v- THESE ARE TRANSM ITTED as checked below: ~or app roval 0 Approved as submitted 0 For your use 0 Approved as noted 0 As req uested 0 Returned for correction s 0 Resubmit __ copies for approval 0 Submit __ copies for distribution 0 Return __ corrected prints 0 For re view and comment 0 0 FOR BID S DUE 19 0 PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO ___________________ _ S I G NE D :~ . j TO MUNICIPAL DEVELOPMENT GROUP P.O. Box 9249 203 Holleman Drive East College Station, Texas 77840-9249 (409) 693-5359 . . ' 04Tll I\ '2.! 4 ATTENTION WE ARE SENDING YOU O Attached 0 Under separate cover via _________ the following items: COPIES '2- '2- \ O Shop drawings 0 Copy of letter DATE NO. \\ I 1.-,,,/'i+ \,\1.,_~/1i,J,. "::.~~ \\l"Z.-11-..~ t)\~11;, 0 Prints ef' Plans O Samples O Specifications O Change order g: :Q,*' 1?2N ...>.~ ~€ I DESCRIPTION L:>o 6...1 ~ll. r-. s:;_ 'R ,_,.,,, t.,'R.>.'C>•~(,,, I ~a.c.-1....,. ~ ~....___,.._ ~.?" t==\..D"P'P~ THESE ARE TRANSMITIED as checked below: s-for approval 0 For your use 0 As requested 0 For review and comment 0 FOR BIDS DUE 0 Approved as submitted 0 Approved as noted 0 Returned for corrections 0 19 0 Resubmit __ copies for approval 0 Submit __ copies for distribution 0 Return __ corrected pri nts 0 PRINTS RETURNED AFTER LOAN TO US REMARKS---------------------------------------- RECEIVED COPY TO-------------------~ SIGNED: ~ If .,..,,,,..,,... •t• -.. -ed. •lndlr _,,., u• ;;z::-- ' I i"" I ~ ,. .,,. • • ;re • , , l t • 'I ... ~\\\ ~\'. ~tc-Ptc-~ ~ .. ~~it. ~ p . . -~~~-~rr ~ ~ -::SS-~ CITY OF COLLEGE STATION September 27, 1994 Capstone Development 600 Luckie Drive, Ste 424 Birmingham, AL 35223 Attn : James M . Goodson, III Post Office Box 9960 1101 Texas Ave nue College Station, Texas 77842-9960 ( 409 ) 764-3500 RE: University Commons Apartments 950 Colgate Drive, College Station, TX 77840 Dear Jimmy , The plans and specification s for University Commons Apartments have been reviewed and approved for a Building P ermi t , and the permit will be issued once the "all weather surface " and the fire hydrants have been in stalled by the Contractor, and inspected and approved by the City of College Station . In the interim, a Drainage D eve lo pment Permit has been issued to Capstone Developm ent so that site work may begin , based o n the site grading, drainage, and utility plans which hav e been approved by the City of College Station. If required, a Foundations Only Permit may be requested by the Contractor in order to install the building foundations before the "all weather surface" and fire hydrants are completed . Ifl can be of further assistance, please do not hesitate to call. Sincerely, n ~ /); . / t;JVu:L__ ~ Development Coordinato r cc: City staff and files Greg Taggert, MDG H o m e of T e xas Af..M Un ivers ity v " -. I ,, Drainage Report for South Creek Phase I Lot 1, Blocks 1 & 2 Morgan Rector League, Abstract No . 46 College Station, Brazos County, Texas UNIVERSITY COMMONS Prepared for: Jimmy Goodson Capstone Development Prepared by: Municipal Development Group 203 Holleman Drive East College Station, Texas 77840 Prepared June 1994 Revised September 1994 Approved by: North B. Bardell, P.E. UNIVERSITY COMMONS General Location This tract is located on both sides of Colgate Drive between Eastmark Drive and Central Park Lane, and extends north towards Wolf Pen Creek. Property Description The tract under consideration consists of 16.43 acres ofland that is currently v acant, abandoned pasture and woodland . It is bounded on the southeast by Block 1, Lots 1 & 2 of Eastmark Subdivision and to the Northwest by Block C, Lot lR of the Wolf Pen Creek Dedication. Primary Drainage Basin Description The entire tract under consideration is well graded and drains to the north into Wolf Pen Creek. This project proposes draining all the runoff into the creek as quickly as possible . This proposal is made because Highway 6 restricts Wolf Pen Creek. The time of concentration for this tract is 10 minutes and is long before the time of concentration of Wolf Pen Creek (3 .17 Hours). The additional runoff does not adversely affect Wolf Pen Creek after 10 minutes have elapsed. The fill in the floodplain, however, does raise the calculated water surface elevation of the creek slightly (0 .27' directly upstream) during the 100 year flood and still allows for encroachment in the area . It is also proposed that a landscaped, block wall channel be constructed outside the west comer of the property allowing the runoff to run directly into Wolf Pen Creek, and the existing channel originating at the end of the culdesac on Eastmark Drive be put into an 30" RCP and covered, as it has eroded badly. All storm sewer designs were based on quantities for the 100 year storm. The grate inlets in the parking areas will carry the maximum flow with 6" of ponding. The storm sewer will likewise carry the entire flow and there will not be any significant backwater effects at the 100 year event. The University Commons Apartment Complex lies partially within the Flood Plain as depicted by the Nathan D. Maier's Flood Study (See Site Drainage/Grading Plan). Output from the Nathan D . Maier's Flood Study is included in this report along with a modified version of the same study, which accounts for the fill in the floodplain . Conclusion The design depicted is within the standards of good practice and of the City of College Station Drainage Policy. DRAINAGE AREA Rational Method (Q = CIA) Pre-Development Area Description (acres} .Q C(area} Grassland 16.46 0.35 5.761 Post-Development Area Description (acres} .Q C(area} Landscaping 2 .82 0.35 0.987 Impervious Area 13.64 0 .90 12 .276 16.46 13.263 Cavg = 13.263 I 16.46 = 0 .81 Runoff Frequency Intensity* Cpre Cpost Qpre Qpost (years} (in/in} (cfs} (cfs} 100 12.6 0 .35 0 .81 72 .59 167.11 50 11 .1 0.35 0 .81 63.95 147.22 25 9 .9 0.35 0 .81 57.03 131 .30 10 8.6 0.35 0 .81 49 .54 114.06 5 7 .7 0 .35 0.81 44 .36 102.13 *NOTE : Tc= 10 min 100 Year Hydrograph 1 5 0 ·--·······-······-··--·-··-··············-·-·--··········-·--·--····· ·····-····-·--·····-···· ·-·-·-············-·-·-·-·-············-·-····-··········-···-·-·--··········-······-····-············-·-·-·-·······-······-·-·-·-·······-···-·-····-· ....-.... ~ ~ 1 0 0 ·······-····-·········-·-·-···············--·--· ··-······-·-···-·-····-······-·-·-···········-···--·-·-·-············-·-·-·---··-······--·-·-·········--·---····-····---·-·-·-·····-·····--·-·-···············-·-·--············-·-·-···· a 50 0 5 10 15 20 25 30 Time (min) 1---apre ---apost I ·. . . . .. ..... ' \ ~ .·,r ;. ... ,:.. ... '··· .. ~ ... :: . .... {. ':.• ·.,.. ,· .. ·· ,, ' PIPE CAPACITY FOR 2X4 BOX CULVERT Manning's Formula (Q = 1.486/n A W·(2/3) S"(1/2)) n = 0.013 A = 8.00 sq . ft. WP = 12.00 ft. R = A/WP ft. R = 0 .67 ft. S = 0.0241 in.fin. Q = 108 .3 c .f .s. v = 13 .5 f.p.s . *Capacity of Box Culvert *Velocity of Box Culvert QREa=82.5 cfs Arr. 2961 FWW IN SEWERS 385 3 1,000 r 900 18' BOO 17'. 16' 700 15' :iuwv..:-4 14' 13' 12' 11' ~0.0005 s 00 110· 9' ----·· i:s 6 c 0 u 15 f Cl) c 7&" (/) 7 0 L u 2" Cl 200 ~ 66" a. .... ~ 8 GI t" Cl a. " Cl ~ 54"~ 0 LL. q u 48" g ... c u G ·-..... Cl:'. )) 0 Cl) :;10 42" II) I a. ~11~ 0 a. Cl) ,., ----=:Jlllr/ 12 :t ~30' ... c 0 27." :> 0 24" 21" 18" 20 10 Fla. U8.-Diauam !or eolution o( Mannin1t Formula !or circular pipeA Jiowi~ Cull. n -0.013. .36" RCP QREa=93.4 cfs An. 296) FLOW IN SEWERS 385 3 1,MO r 900 1r eoo I '. 16' 700 15' :tUUUU~ 4 14' 13' 12' II' ~;;; 5 10' 9' ----·-1S 6 .c: 0 0 1S r .. c 0.002 en 7 0 L. u 2" 0 .. en 66" a. L. 0.003 ..... 8 QI 60" L. Q.004 0 a. .. 0 54" ..... o..cios .~ II.. q ., 48" E 0.006 ~ c ll O.()Q? ex: ]101· Qi 11 ~ 136"U. ~.> >i :t: i30" + c 0 27" . '.) CJ 24" 21" 18" 10 FIO. 1'l8.-Diacram for 1JOlution or Mallllin1 Formula for circular pipee llowin& Cull. n -0.013. 42" RCP QREa=103.5 cfs Arr. 2961 1,0.00 900 eoo 700 600 500 00 -a c: 0 u 200 ~ ... • a.. + ... ... Lr.. u 190 j). :> u c 10 FWW IN SEWERS 'f I '. r 16' 15' 141 13' 12' Ill' 110' 9' 2" 66" 60" L. " 54-" + ... 48" g 0 42" ~ 24" 21" 18" 0.1 01 385 3 » :!: I 0 u 0 ill > 12 14 16 18 20 Existing 30" RCP under Eastmark Drive Max·Capacity=QALLOw Fm. U8.-Diauam !or eolution of Manning; Formula !or circular pipee .fl.owinc Cull. n -0.013. Art. •I FUJW IN SEWERS ~000 f9' 900 '9' I '. 800 16' 15' ~UUUUl 14' 13' 12• II' ~a.coos 00 ~10' ~U.0007 9' noooA ..... is 'T&" c 0 ·2· u 200 ~ 66• '-60" ... .. a. u 54"+ + " " 48"; " LI. u Q 100 :O· 42"., • ::> a. 90 u 80 c 36" ii: )) :+:. c ,, 27" a ::> a 24" r 0.06 21" I Q.07 . 008 18" n1 10 0 :+: lS ~ GI a. 0 CJ) ' 385 4 5 is 6 c 0 u " U) 7 L II 0..8 ... II II "" 9 c )) ;tlO u 0 'ii I > 12 14 16 18 . 20 30" RCP QREa=Omow+9 ds l'la. 1'8.-Diacram for dutiOD ol Mannine Formula for circular pipee !owiAc lull. " -0.013. AB:r. 2961 FWW IN SEWERS 385 3 1,0.00 r 900 'f 800 I '. 16' 700 15' :jUUUUL 4 141 600 13' 12' 11' ~~ 5 00 110• 9' ----·· 13 6 c 0 0 "1S .,.... cu c 'TS" 0.002 (/) 7 0 L. u 2" 0 .. (/} 66" a. ... -+-8 41 60" L. u a. u u + 54"+ a.Dos -~ LL. q .. u f·' c u 48" a LI.. 0-07 er. 190 :*. 0 Q008 QI :> 42" a> I g-90 u c.. Cl) 80 !: 36"0. )) + + rQ" c 0 :> 27" (1 24" 21" 18" 10 Fm. U8.-Dias;ram for .olution of Mannin1t Formula Cor circular pipe. Jl.owin& Cull. n -0.013. 30" RCP QREa=OALLow+18.5 cfs. CWSEL SECNO a Before After Difference 26.~ 5645 247.44 247.44 0 .00 37.~ 248 .42 248.42 0 .00 45.60 249.34 249.34 0 .00 49.20 250.01 250.0 1 0 .00 55.00 251 .13 251 .13 0 .00 61 .00 5515 251 .69 251 .69 0 .00 69.00 254.06 254.06 0 .00 70.00 255.86 255.86 0 .00 73 .70 261 .43 261 .43 0 .00 75 .10 263.14 263.14 0 .00 77.70 :263 .26 263.26 0 .00 80.80 263.32 263.32 0 .00 83.60 263.40 263.40 0 .00 85.55 263.56 263.56 0 .00 88.15 263.85 263.84 -0.01 91 .90 264.32 264.27 -0.05 95.00 264.89 264.91 0 .02 98.55 265.38 265.20 -0.18 103.00 265.77 265.47 -0 .~ 100.10 ~ 266.38 266.19 -0.19 112.00 267.27 267.16 -0.11 112.90 267.56 267.46 -0.10 113.90 267.~ 267.21 -0.00 116.20 268.98 268 .92 -0.06 116.70 270.63 270.58 -0.05 119.20 5 763 270.98 270.94 -0.04 124.00 271 .26 271 .23 -0.03 126.00 271 .70 271 .67 -0.03 1~.90 273.12 273.11 -0.0 1 135.60 274.02 274.01 -0.01 145.60 4444 276.15 276.15 0 .00 156.40 278.63 278.63 0 .00 100.20 4564 279.63 279.63 0 .00 163.00 280.34 280.34 0 .00 171.80 3969 283.79 283.79 0 .00 175 .~ 286.28 286.28 0 .00 179 .40 3900 287.20 287.20 0 .00 180.40 287.50 287.50 0 .00 181.12 286.90 286.90 0 .00 186.00 287.85 287.85 0 .00 189.00 288 .91 288.91 0 .00 191 .50 290.15 290.15 0 .00 1 94 .~ 3855 290.74 290.74 0 .00 197.00 291 .13 291 .13 0 .00 100.00 292.10 292.10 0 .00 201 .00 1936 292.43 292.43 0 .00 203.00 292.47 292.47 0 .00 207.00 293.17 293.17 0 .00 200.00 294.00 294.00 0 .00 201 .80 294.69 294.69 0 .00 213 .~ 297.31 297.31 0 .00 215 .~ 298 .84 298 .84 0 .00 215.90 200.53 200.53 0 .00 216 .~ ~1 .82 ~1 .82 0 .00 246.50 ~2 .45 ~2 .45 0 .00 219.20 ~.78 ~.78 0 .00 221 .10 ~.32 ~.32 0 .00 223.20 ~.51 ~.51 0 .00 FLOODWAY W IDTH Before After Difference 3ffi.86 3ffi.86 0 .00 335.98 335.98 0 .00 238.51 238.51 0 .00 264.70 264.70 0 .00 432:16 432.16 0 .00 349.94 349.94 0 .00 95.69 95.69 0 .00 42.00 42.00 0 .00 42.00 42.00 0 .00 340.00 340.00 0 .00 481 .03 481 .03 0 .00 348.00 348.00 0 .00 298.67 298.67 0 .00 200.00 200.00 0 .00 186.49 186.25 -0.24 175.41 170.03 -5.38 175.54 139.20 -36.34 254.00 248.52 -6.47 207.45 197.27 -10.18 147.91 141 .58 -6.33 100.00 100.00 0 .00 120.00 120.00 0 .00 42.00 42.00 0 .00 42.00 42.00 0 .00 92.00 92.00 0 .00 331 .26 ~.42 -0.84 196.67 196.07 -0.60 173.28 172.58 -0.70 280.47 280.14 -0.33 196.10 195.69 -0.41 258.45 258 .40 -0.05 128.32 128.32 0 .00 240.58 240.58 0 .00 235 .~ 235 .~ 0 .00 50.29 50.29 0 .00 223.44 223.44 0 .00 176.97 176.97 0 .00 227.85 227.85 0.00 206.02 206.02 0 .00 85.00 85.00 0 .00 65.00 65.00 0 .00 14 1 .64 141 .64 0.00 146.15 146.15 0 .00 79.43 79.43 0 .00 120.00 120.00 0 .00 92.65 92.65 0 .00 88.85 88.85 0 .00 51 .54 51 .54 0 .00 57.04 57.04 0 .00 25.73 25.73 0 .00 39.15 39.15 0 .00 48.41 48.41 0 .00 90 .~ 90.~ 0 .00 139.70 139.70 0 .00 112.16 112.16 0 .00 94.45 94.45 0 .00 57.00 57.00 0 .00 45.58 45.58 0 .00 DESCRIPTION Begi n Wolf Pen Creek 2~ Ft. U/S of Carter's Creek Confluence W est Lane , U/S is most restrictive (4-1CT X 8 ') W X H' All Four Barrels Considered to be effective Section Cutoff at H oll eman R.O .W . and Lowe's Entrance Sect ion Cutoff at H olleman R.O .W . and Lowe's Building Section Cutoff at H olleman R.O .W . and Lowe's Bu il ding Sectio n Cutoff at H olleman R.O .W . Section Cutoff at H oll eman R.O .W . Section Cutoff at H oll eman R.O .W . -Fill in Corner of Property Se ctio n Cutoff at Sears Servi ce Center -Add Retaining W all Sect ion Cutoff at Sears Service Center -Fill at 3:1 Slope 100' D/S of Box Culvert at Dartmouth & Holleman Intersection D/S Face Box Culverts at Dartmouth & H olleman Intersection Secti on Cutoff at Xmas Store Section Cutoff at Taco Bell Sect ion Cutoff at Car Wash 100' D/S of Box Cu lverts on Texas Avenue D/S Face of Bolx Culverts on Texas Avenue 100' U/S Box Culverts= 182.40 WOLF PEN CREEK PARK CORR SUMMARY PRINTOUT TABLE 150 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 2 6.3 00 5645 .00 247.44 .00 .00 .00 782.00 .00 26.3 00 5645 .00 248 .34 .90 .00 .90 365 .86 .00 37.3 00 5645 .00 248 .42 .00 .98 .00 617.43 1100.00 * 37.3 00 5645 .00 249.35 .94 1.01 .94 335 .98 1100.00 * 45 .600 5645 .00 249.34 .00 .9 3 .00 399.82 830.00 * 45 .600 5645 .00 250.27 .92 .91 .92 238 .51 830 .00 49.2 00 5645 .00 250.01 .00 .66 .00 810.04 360.00 49.2 00 5645 .00 250.91 .91 .65 .91 264.70 360.00 * 55 .000 5645 .00 251.13 .00 1.12 .00 789.50 580.00 * 55 .000 5645 .00 252.08 .95 1.17 .95 4 32 .16 580.00 61.000 5515 .00 2 51.69 .00 .56 .00 687 .65 600.00 61.000 5515 .00 2 52.63 .94 .55 .94 349.94 600.00 * 69 .000 5515 .00 254.06 .00 2.36 .00 93 .51 800.00 * 69 .000 5515.00 254.71 .65 2 .07 .65 95.69 800.00 70 .000 5515 .00 255 .86 .00 1.80 .00 42 .00 100.00 70 .000 5515 .00 255.96 .10 1.25 .10 42.00 100.00 * 73.700 5515 .00 261.43 .00 5.57 .00 42.00 370.00 * 73 .700 5515 .00 261.55 .12 5.60 .12 42.00 370.00 75 .100 5515 .00 2 63.14 .00 1.71 .00 340.00 140.00 75 .100 5515 .00 263 .24 .09 1.68 .09 340.00 140.00 * 77 .700 5515 .00 263.26 .00 .12 .00 742.61 2 60 .00 77 .700 5515 .00 263 .35 .09 .12 .09 481.03 260.00 80.800 5515 .00 263 .32 .00 .06 .00 845.45 310.00 80.800 5515 .00 263.43 .11 .08 .11 348.99 310.00 * 83 .600 5515 .00 263.40 .00 .08 .00 742.06 2 80.00 * 83 .600 5515 .00 263 .53 .13 .10 .13 298 .67 2 80.00 85 .550 5515 .00 263 .56 .00 .16 .00 567 .93 195 .00 85 .550 5515 .00 263 .75 .19 .22 .19 209 .08 195 .00 88 .150 5515 .00 263 .85 .00 .29 .00 458 .59 260 .00 88 .150 5515 .00 264.14 .29 .39 .29 186.49 260 .00 91.900 5515 .00 264.32 .00 .47 .00 351.01 375 .00 91.900 5515 .00 264.74 .42 .60 .42 175.41 375 .00 1 06SEP94 16 :26 :02 PAGE 49 SEC NO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 95 .000 5515 .00 264.89 .00 .57 .00 383 .37 310.00 95 .000 5515 .00 265.48 .58 .73 .58 175 .54 310.00 * 98 .550 5515 .00 265 .38 .00 .49 .00 603.43 355 .00 * 98.550 5515 .00 266 .07 .69 .59 .69 254.99 355 .00 103 .000 5515 .00 265.77 .00 .38 .00 545 .14 445 .00 103 .000 5515 .00 266.47 .71 .40 .71 207.45 445.00 * 108 .100 5630.00 266 .38 .00 .62 .00 334.06 510.00 * 108 .100 5630.00 267.13 .74 .65 .74 147 .91 510 .00 112.000 5630.00 267 .27 .00 .89 .00 419 .11 390.00 112 .000 5630.00 268.14 .87 1.01 .87 100.00 390.00 112.900 5630.00 267.56 .00 .28 .00 419 .74 90 .00 112.900 5630.00 268.46 .91 .32 .91 120.00 90 .00 * 113 .900 5630.00 267.30 .00 -.26 .00 42 .00 100 .00 * 113 .900 5630.00 268.25 .95 -.22 .95 42 .00 100 .00 * 116 .200 5630.00 268.98 .00 1.68 .00 42 .00 230 .00 * 116 .200 5630.00 269 .69 .71 1.44 .71 42 .00 230 .00 116 . 700 5630.00 270 .63 .00 1.65 .00 389.83 50 .00 * 116 .700 5630.00 271.07 .44 1.38 .44 92 .00 50 .00 * 119 .200 5763 .00 270 .98 .00 .35 .00 492 .78 250.00 * 119 .200 5763.00 271.50 .52 .43 .52 331.26 250.00 * 124.000 5763 .00 271.26 .00 .2 8 .00 432.07 480 .00 * 124 .000 576 3.00 271.80 .54 .30 .54 196 .67 480 .00 126 .000 5763.00 271.70 .00 .44 .00 340.80 200 .00 126.000 5763 .00 272 .37 .6 7 .57 .67 173 .28 200 .00 130 .900 5763 .00 273 .12 .00 1.42 .00 608.49 490.00 * 130 .900 5763 .00 273 .94 .82 1.57 .82 280.47 490 .00 135 .600 5763 .00 274 .02 .00 .90 .00 523.47 470 .00 135 .600 5763.00 274 .81 .79 .87 .79 196 .10 470 .00 145 .600 4444.00 276.15 .00 2.13 .00 556.66 1000.00 145 .600 4444.00 277 .09 .94 2 .28 .94 258.45 1000.00 156.400 4444.00 278 .63 .00 2.48 .00 277.28 1080.00 156.400 4444.00 279.63 1.00 2.54 1.00 128 .32 1080.00 * 160.200 4564.00 279.63 .00 1.00 .00 471.41 380.00 * 160.200 4564.00 280.64 1.01 1.01 1.01 240.58 380.00 1 06SEP94 16 :26:02 PAGE 50 SEC NO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 163 .000 4564.00 280.34 .00 .71 .00 464.68 280 .00 163 .000 4564.00 281.29 .95 .6 5 .95 235.30 280.00 * 171.800 3969.00 283.79 .00 3.44 .00 168.49 850.00 * 171.800 3969.00 284.58 .79 3.29 .79 50 .2 9 850.00 * 175 .300 3969.00 286.28 .00 2.50 .00 352.22 350.00 * 175 .300 3969.00 287.19 .91 2.61 .91 223.44 350.00 179.400 3900.00 287 .20 .00 .92 .00 281.70 410.00 179.400 3900.00 287.88 .68 .69 .68 176.97 410.00 * 180.400 3900.00 287.50 .00 .30 .00 466.76 100.00 * 180.400 3900.00 288.06 .57 .18 .57 227 .85 100.00 * 181.120 3900.00 286.90 .00 -.60 .00 401.90 112.00 * 181.120 3900.00 287.80 .90 -.26 .90 206.02 112.00 * 186 .000 3900.00 287 .85 .00 .95 .00 214.57 100.00 * 186.000 3900.00 288.61 .77 .81 .77 85 .00 100.00 189.000 3900.00 288.91 .00 1.07 .00 140.84 300.00 189.000 3900.00 289.55 .63 .93 .63 65 .00 300 .00 * 191.500 3900.00 290.15 .00 1.24 .00 453 .95 250.00 * 191.500 3900.00 290.82 .67 1.27 .67 141.64 250.00 194.300 3855 .00 290.74 .00 .59 .00 228.73 280.00 194.300 3855 .00 291.41 .67 .59 .67 146.15 280.00 * 197 .000 3855 .00 291.13 .00 .39 .00 153.33 270.00 * 197 .000 3855 .00 291.70 .57 .29 .57 79.43 270 .00 * 199.000 3855 .00 292.10 .00 .97 .00 241.54 200.00 * 199.000 3855.00 292.74 .64 1.05 .64 120.00 200.00 201.000 1536.00 292.43 .00 .33 .00 203 .62 200.00 201.000 1536.00 293 .04 .61 .29 .61 92 .65 200.00 203 .000 1536.00 292.47 .00 .04 .00 184.55 200.00 203 .000 1536.00 293.07 .60 .04 .60 88 .85 200.00 * 207.000 1536.00 293 .17 .00 .70 .00 111.68 400.00 * 207 .000 1536.00 293 .70 .53 .63 .53 51.54 400.00 209.000 1536 .00 294.09 .00 .92 .00 112.40 225 .00 209.000 1536 .00 294.69 .60 .99 .60 57 .04 225 .00 210.800 1536.00 294.69 .00 .61 .00 56 .29 180.00 * 210.800 1536.00 295 .25 .56 .56 .56 25 .73 180.00 1 06SEP94 16 :26 :02 PAGE 51 SEC NO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 213.300 1536.00 297 .31 .00 2.61 .00 63.40 250.00 213 .300 1536.00 298.18 .87 2.92 .87 39.15 250.00 215 .300 1536.00 298.84 .00 1.54 .00 80.57 200.00 215 .300 1536.00 299.36 .52 1.18 .52 48.41 200.00 * 215.900 1536 .00 299.53 .00 .69 .00 76 .17 60 .00 * 215 .900 1536.00 300.17 .65 .81 .65 90 .30 60.00 * 216.300 1536 .00 301.82 .00 2 .29 .00 139.28 40.00 * 216.300 1536.00 301.92 .11 1.75 .11 139.70 40.00 216 .500 1536.00 302.45 .00 .63 .00 177 .85 20 .00 216.500 1536.00 302.48 .03 .55 .03 112 .16 20 .00 219 .200 1536.00 302.78 .00 .33 .00 148.58 270.00 219 .200 1536 .00 302.84 .06 .3 6 .06 94.45 270.00 * 221.100 1536.00 303.32 .00 .55 .00 69.84 190.00 * 221.100 1536.00 303 .42 .10 .58 .10 57.08 190.00 223 .200 1536.00 304.51 .00 1.18 .00 91.45 210.00 223 .200 1536.00 304.61 .10 1.19 .10 45.58 210.00 FLOODWAY DATA, WOLF PEN CREEK PARK CORR PROFILE NO . 2 -------FLOOD WAY-------WATER SURF ACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY 26.300 366. 1938. 2 .9 248.3 247.4 .9 37 .300 336. 2481. 2 .3 249 .3 248.4 .9 45 .600 239 . 1632. 3.5 250.2 249.3 .9 49 .2 00 265 . 1577 . 3.6 250.9 250.0 .9 55.000 432. 2277 . 2 .5 252.l 251.1 1.0 61.000 350. 2171. 2 .5 252.6 251.7 .9 69 .000 96 . 552. 10 .0 254.8 254.1 .7 70 .000 42 . 414. 13 .3 256.0 255 .9 .1 73 .700 42. 598 . 9.2 261.5 261.4 .l 75.100 340. 2773 . 2 .0 263 .2 263 .l .1 77 .700 481. 3947 . 1.4 263.4 263 .3 .l 80.800 349. 3010. 1.8 263 .4 263.3 .1 83 .600 299. 2212 . 2 .5 263.5 263.4 .1 85 .550 209. 1729. 3.2 263 .8 263.6 .2 88 .150 186. 1551. 3 .6 264.2 263 .9 .3 91.900 175 . 1463 . 3 .8 264.7 264.3 .4 95 .000 176 . 1380. 4.0 265 .5 264.9 .6 98 .550 255 . 2050. 2.7 266.1 265 .4 .7 103 .000 207. 1695 . 3 .3 266.5 265 .8 .7 108 .100 148 . 1182. 4.8 267.l 266.4 .7 112.000 100. 1129. 5.0 268 .2 267 .3 .9 112.900 120. 1406. 4.0 268 .5 267 .6 .9 113 .900 42. 590. 9.5 268.2 267 .3 .9 116 .200 42 . 603 . 9.3 269.7 269.0 .7 116 .700 92 . 1231. 4.6 271.0 270.6 .4 119 .200 331. 3074. 1.9 271.5 271.0 .5 124.000 197 . 1504. 3.8 271.8 271.3 .5 126.000 173 . 1158. 5.0 272.4 271.7 .7 130.900 280. 208 7. 2.8 273 .9 273 .1 .8 135 .600 196. 1368. 4 .2 274.8 274.0 .8 145 .600 258 . 1515 . 2.9 277 .l 276.2 .9 156.400 128 . 992. 4 .5 279.6 278 .6 1.0 160.200 241. 1619. 2.8 28 0.6 279.6 1.0 163.000 235 . 1491. 3.1 281.2 280.3 .9 171.800 50. 427 . 9.3 284.6 283.8 .8 175 .300 223. 1448 . 2.7 287 .2 286.3 .9 179.400 177 . 1145 . 3.4 287 .9 287.2 .7 180.400 228. 686. 5.7 288 .l 287.5 .6 181.120 206. 629. 6.2 287 .8 286.9 .9 186.000 85 . 723 . 5.4 288 .6 287 .8 .8 189.000 65 . 528 . 7.4 289.5 288 .9 .6 191.500 142. 884. 4.4 290.9 290.2 .7 1 06SEP94 16 :26 :02 PAGE 55 FLOODWAY DATA, WOLF PEN CREEK PARK CORR PROFILE NO. 2 -------FLOOD WAY -------WATER SURF ACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWA Y FLOODWA Y 194.300 146. 1081. 3 .6 291.4 290.7 .7 197 .000 79 . 596 . 6.5 291.7 291.1 .6 199.000 120. 947. 4.1 292.7 292 .1 .6 201.000 93 . 894. 1.7 293 .0 292.4 .6 203 .000 89 . 727 . 2.1 293.l 292 .5 .6 207 .000 52. 307 . 5.0 293 .7 293 .2 .5 209 .000 57 . 333 . 4 .6 294.7 294.l .6 210 .800 26. 166. 9.2 295 .3 294.7 .6 213.300 39. 284. 5.4 298 .2 297.3 .9 215 .300 48 . 240 . 6.4 299 .3 298 .8 .5 215 .900 90 . 340 . 4 .5 300.1 299 .5 .6 216.300 140. 561. 2.7 301.9 301.8 .1 216.500 112. 219.200 94. 221.100 57 . 223.200 46 . 480. 3.2 302.4 302.4 .0 402. 3 .8 302.9 302.8 .1 237 . 6.5 303.4 303.3 .1 213. 7 .2 304.6 304.5 .1 * -----------------------------------* SUMPO Interactive Summary Printout for MS/PC-DOS micro computers May 1991 I *-----------------------------------* NOTE -Asterisk (*) at left of profile number indicates message in summary of errors list WOLF PEN CREEK PARK CORR Summary Printout SEC NO Q CWSEL STEN CL STEN CR TOPWID 26 .3 0 5645 .00 247.44 .00 .00 782 .00 26.30 5645.00 248.34 1153 .00 1518 .86 365 .86 37 .3 0 5645 .00 248.42 .00 .00 617.43 * 37 .30 5645 .00 249.35 1331.77 1667 .75 335 .98 * 45 .60 5645 .00 249.34 .00 .00 399.82 * 45 .60 5645 .00 250.27 1115.05 1353 .55 238 .51 49 .20 5645.00 250.01 .00 .00 810.04 49 .20 5645 .00 250.91 1081.63 1346.33 264 .70 * 55 .00 5645 .00 251.13 .00 .00 789 .50 * 55 .00 5645 .00 252.08 1267 .06 1699.22 432.16 61.00 5515 .00 251.69 .00 .00 687 .65 61.00 5515 .00 252.63 1322.01 1671.95 349 .94 * 69 .00 5515 .00 254.06 .00 .00 93.51 * 69 .00 5515 .00 254.71 1940.00 2040.00 95 .69 70 .00 5515 .00 255.86 .00 .00 42 .00 70 .00 5515.00 255.96 1700.00 1742.00 42 .00 * 73 .70 5515 .00 261.43 .00 .00 42 .00 * 73 .70 5515 .00 261.55 1700.00 1742.00 42.00 75 .10 5515 .00 263 .14 .00 .00 340.00 75.10 5515 .00 263.24 1425 .00 1765 .00 340 .00 * 77 .70 5515 .00 263.26 .00 .00 742 .61 77 .70 5515 .00 263 .35 1313.40 1794.43 481.03 80 .80 5515 .00 263 .32 .00 .00 845.45 80 .80 5515 .00 263.43 1271.80 1620.79 348 .99 * 83.60 5515 .00 263.40 .00 .00 742 .06 * 83 .60 5515 .00 263 .53 1228 .67 1527 .34 298 .67 85.55 5515 .00 263 .56 .00 .00 567 .93 85 .55 5515 .00 263.75 1245.92 1455 .00 209 .08 88 .15 5515 .00 263 .85 .00 .00 458 .59 88.15 5515.00 264.14 1328.33 1514.82 186.49 91.90 5515.00 264.32 .00 .00 351.01 91.90 5515 .00 264.74 1616.94 1792.35 175.41 95 .00 5515 .00 264.89 .00 .00 383 .37 95 .00 5515 .00 265.48 1181.00 1356.54 175 .54 * 98 .55 5515 .00 265 .38 .00 .00 603 .43 * 98 .55 5515 .00 266.07 1459.22 1714.22 254 .99 103 .00 5515 .00 265 .77 .00 .00 545 .14 103 .00 5515.00 266.47 1446.25 1653.70 207 .45 * 108 .10 5630.00 266 .38 .00 .00 334.06 * 108 .10 5630.00 267.13 1294.81 1442.72 147 .91 112 .00 5630.00 267 .27 .00 .00 419 .11 112 .00 5630.00 268 .14 1510.00 1610.00 100.00 112.90 5630.00 267 .56 .00 .00 419 .74 112.90 5630.00 268.46 1480.00 1600.00 120.00 * 11 3.90 5630.00 267 .30 .00 .00 42 .00 * 11 3.90 5630.00 268 .25 1310.00 1480.00 42.00 * 116 .20 5630.00 268 .98 .00 .00 42 .00 * 116 .20 5630.00 269 .69 1310.00 1480.00 42.00 116 .70 5630.00 270.63 .00 .00 389.83 * 116 .70 5630.00 271.07 1495 .00 1587 .00 92 .00 * 119.20 5763 .00 270.98 .00 .00 492.78 * 119.20 5763 .00 271.50 1059.36 1390.61 331.26 * 124.00 5763 .00 271.26 .00 .00 432 .07 * 124.00 5763 .00 271.80 1226.66 1423 .33 196.67 126 .00 5763 .00 271.70 .00 .00 340.80 126 .00 5763.00 272 .37 1326.72 1500.00 173 .28 130.90 5763.00 273 .12 .00 .00 608.49 * 130 .90 5763 .00 273.94 1050.00 1333 .06 280.47 135 .60 5763.00 274.02 .00 .00 523.47 135 .60 5763 .00 274.81 1554.29 1750.39 196 .10 145 .60 4444.00 276.15 .00 .00 556.66 145 .60 4444.00 277 .09 1381.55 1640.00 258.45 156.40 4444.00 278 .63 .00 .00 277 .28 156.40 4444.00 279.63 1135 .00 1263.32 128.32 * 160 .20 4564.00 279.63 .00 .00 471.41 * 160.20 4564.00 280.64 1162.16 1402.74 240 .58 163 .00 4564.00 280 .34 .00 .00 464.68 163 .00 4564.00 281.29 1368 .07 1603 .37 235 .30 * 171.80 3969.00 283 .79 .00 .00 168 .49 * 171.80 3969.00 284.58 1372.67 1422.97 50 .29 * 175 .30 3969 .00 286.28 .00 .00 352.22 * 175 .30 3969 .00 287 .19 1137 .28 1360.72 223.44 179.40 3900.00 287 .20 .00 .00 281.70 179.40 3900.00 287 .88 1046.44 1223.41 176.97 * 180.40 3900.00 287 .50 .00 .00 466 .76 * 180.40 3900.00 288 .06 1100.00 1340.00 227 .85 * 181.12 3900.00 286.90 .00 .00 401.90 * 181.12 3900.00 287 .80 1100.00 1340.00 206.02 * 186.00 3900.00 287 .85 .00 .00 214.57 * 186.00 3900.00 288 .61 1185 .00 1270.00 85 .00 189.00 3900.00 288.91 .00 .00 140.84 189.00 3900.00 289.55 1370.00 1435 .00 65 .00 * 191.50 3900.00 290.15 .00 .00 453.95 * 191.50 3900.00 290.82 1348.36 1490.00 141.64 194.30 3855 .00 290.74 .00 .00 228 .73 194.30 3855 .00 291.41 1212.91 1359.06 146 .15 * 197 .00 3855 .00 291.13 .00 .00 153 .33 * 197 .00 3855 .00 291.70 1237 .77 1317 .21 79.43 * 199.00 3855 .00 292.10 .00 .00 241.54 * 199 .00 3855 .00 292.74 1260.00 1380.00 120.00 201.00 1536.00 292.43 .00 .00 203 .62 201.00 1536 .00 293.04 1272.27 1364.92 92 .65 203 .00 1536.00 292.47 .00 .00 184.55 203 .00 1536.00 293 .07 1212.56 1301.41 88 .85 * 207 .00 1536.00 293 .17 .00 .00 111.68 * 207.00 1536.00 293 .70 1334.03 1385 .57 51.54 209 .00 1536.00 294.09 .00 .00 112.40 209 .00 1536.00 294.69 1169.96 1227 .00 57 .04 210 .80 1536 .00 294.69 .00 .00 56.29 * 210.80 1536.00 295 .25 1185 .00 1210.73 25 .73 213.30 1536.00 297 .31 .00 .00 63.40 213.30 1536.00 298.18 1225 .85 1265 .00 39.15 215 .30 1536.00 298.84 .00 .00 80 .57 215.30 1536.00 299.36 1285 .47 1333 .88 48.41 * 215 .90 1536 .00 299.53 .00 .00 76 .17 * 215 .90 1536.00 300.17 1070.00 1210.00 90 .30 * 216.30 1536 .00 301.82 .00 .00 139 .28 * 216.30 1536.00 301.92 1070.00 1210.00 139.70 216.50 1536.00 302.45 .00 .00 177 .85 216.50 1536 .00 302.48 1269.56 1381.72 112.16 219 .20 1536.00 302.78 .00 .00 148 .58 219.20 1536.00 302.84 1216.85 1311 .30 94.45 * 221.10 1536.00 303 .32 .00 .00 69 .84 * 221.10 1536.00 303.42 1150.00 1210.00 57 .08 223.20 1536.00 304.51 .00 .00 91.45 223.20 1536.00 304.61 1074.42 1120.00 45 .58 WOLF PEN CREEK PARK CORR SUMMARY PRINTOUT TABLE 150 SEC NO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 26.300 5645.00 247.44 .00 .00 .00 782.00 .00 26 .300 5645 .00 248 .34 .90 .00 .90 365 .86 .00 37.300 5645 .00 248.42 .00 .98 .00 617 .43 1100.00 * 37.300 5645 .00 249.35 .94 1.01 .94 335 .98 1100.00 * 45.600 5645 .00 249.34 .00 .93 .00 399.82 830.00 * 45 .600 5645 .00 250 .27 .92 .91 .92 238 .51 830.00 49.200 5645 .00 250 .01 .00 .66 .00 810.04 360.00 49 .200 5645 .00 250 .91 .91 .65 .91 264.70 360.00 * 55 .ooo 5645 .00 251.13 .00 1.12 .00 789.50 580.00 * 55 .000 5645 .00 252.08 .95 1.17 .95 432 .16 580.00 61.000 5515 .00 251.69 .00 .56 .00 687 .65 600.00 61.000 5515 .00 252 .63 .94 .55 .94 349.94 600.00 * 69.000 5515 .00 254.06 .00 2.36 .00 93 .51 800.00 * 69 .000 5515.00 254.71 .65 2.07 .65 95 .69 800.00 70 .000 5515 .00 255 .86 .00 1.80 .00 42.00 100.00 70.000 5515.00 255 .96 .10 1.25 .IO 42.00 100.00 * 73 .700 5515 .00 261.43 .00 5.57 .00 42 .00 370.00 * 73 .700 5515 .00 261.55 .12 5.60 .12 42 .00 370.00 75 .100 5515 .00 263 .14 .00 l.71 .00 340.00 140 .00 75 .100 5515 .00 263 .24 .09 1.68 .09 340.00 140.00 * 77 .700 5515 .00 263 .26 .00 .12 .00 742 .61 260 .00 77 . 700 5515 .00 263.35 .09 .12 .09 481.03 260 .00 80.800 5515 .00 263 .32 .00 .06 .00 845.45 310.00 80.800 5515 .00 263 .43 .11 .08 .11 348.99 310.00 * 83 .600 5515 .00 263 .40 .00 .08 .00 742 .06 280.00 * 83 .600 5515 .00 263 .53 .13 .10 .13 298 .67 280 .00 85 .550 5515 .00 263 .56 .00 J6 .00 567 .93 195 .00 85 .550 5515 .00 263.75 .19 .22 .19 209.08 195 .00 88 .150 5515 .00 263 .84 .00 .27 .00 411.76 260.00 88 .150 5515 .00 264.14 .31 .39 .31 186.25 260 .00 91.900 5515 .00 264.27 .00 .43 .00 278 .55 375 .00 91.900 5515 .00 264.69 .43 .55 .43 170.03 375 .00 1 14SEP94 15 :04:14 PAGE 49 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH * 95 .000 5515 .00 264.91 .00 .64 .00 307 .14 310.00 95 .000 5515 .00 265 .50 .58 .80 .58 139 .20 310.00 * 98 .550 5515 .00 265.20 .00 .29 .00 588 .88 355.00 * 98 .550 5515 .00 265 .85 .64 .35 .64 248 .52 355 .00 * 103 .000 5515 .00 265.47 .00 .27 .00 524 .06 445 .00 * 103 .000 5515 .00 266 .13 .66 .28 .66 197 .27 445 .00 108 .100 5630.00 266.19 .00 .72 .00 326.04 510.00 108 .100 5630.00 266.92 .73 .79 .73 141.58 510.00 112.000 5630.00 267 .16 .00 .97 .00 394.32 390.00 112.ooo 5630.00 268 .04 .88 . 1.12 .88 100 .00 390.00 112.900 . 5630.00 267.46 .00 .30 .00 402.49 90.00 112.900 5630.00 268 .37 .91 .33 .91 120.00 90.00 * 113 .900 5630.00 267 .21 .00 -.25 .00 42.00 100.00 * 113 .900 5630.00 268.15 .94 -.22 .94 42.00 100.00 * 116.200 5630.00 268.92 .00 1. 71 .00 42 .00 230.00 * 116.200 5630.00 269.64 .72 1.49 .72 42 .00 230.00 116.700 5630.00 270.58 .00 1.67 .00 381.20 50 .00 * 116.700 5630.00 271.03 .44 1.39 .44 92 .00 50.00 * 119.200 5763 .00 270.94 .00 .35 .00 492 .23 250.00 * 119.200 5763 .00 271.46 .52 .43 .52 330.42 250 .00 * 124 .000 5763 .00 271.23 .00 .29 .00 428 .88 480.00 * 124 .000 5763 .00 271.77 .54 .30 .54 196 .07 480.00 126.000 5763 .00 271.67 .00 .45 .00 339.50 200 .00 126 .000 5763 .00 272.34 .67 .58 .67 172 .58 200 .00 130.900 5763 .00 273 .11 .00 1.43 .00 606.89 490.00 * 130.900 5763 .00 273 .93 .82 1.58 .82 280.14 490.00 135 .600 5763 .00 274.01 .00 .91 .00 522 .31 470.00 135.600 5763 .00 274.81 .79 .88 .79 195 .69 470.00 145 .600 4444 .00 276.15 .00 2.14 .00 556 .59 1000.00 145.600 4444 .00 277.09 .94 2.28 .94 258.40 1000 .00 156.400 4444 .00 278.63 .00 2.48 .00 277.28 1080.00 156.400 4444.00 279.63 1.00 2.54 1.00 128 .32 1080.00 * 160.200 4564.00 279.63 .00 1.00 .00 471.41 380.00 * 160.200 4564.00 280.64 1.01 1.01 1.01 240 .58 380.00 1 14SEP94 15 :04: 14 PAGE 50 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 163 .000 4564.00 280.34 .00 .71 .00 464.68 280.00 163 .000 4564.00 281.29 .95 .65 .95 235 .30 280.00 * 171.800 3969.00 283 .79 .00 3.44 .00 168.49 850.00 * 171.800 3969.00 284.58 .79 3.29 .79 50.29 850.00 * 175 .300 3969.00 286.28 .00 2.50 .00 352.22 350.00 * 175.300 3969.00 287 .19 .91 2.61 .91 223.44 350.00 179.400 3900.00 287 .20 .00 .92 .00 281.70 410.00 179.400 3900.00 287 .88 .68 .69 .68 176.97 410 .00 * 180.400 3900.00 287 .50 .00 .30 .00 466 .76 100.00 * 180.400 3900.00 288 .06 .57 .18 .57 227 .85 100 .00 * 181.120 3900.00 286 .90 .00 -.60 .00 401.90 112 .00 * 181.120 3900.00 287 .80 .90 -.26 .90 206 .02 112 .00 * 186 .000 3900.00 287 .85 .00 .95 .00 214.57 100.00 * 186 .000 3900.00 288 .61 .77 .81 .77 85 .00 100 .00 189.000 3900.00 288 .91 .00 1.07 .00 140.84 300.00 189 .000 3900.00 289.55 .63 .93 .63 65 .00 300.00 * 191.500 3900.00 290.15 .00 1.24 .00 453 .95 250.00 * 191.500 3900.00 290 .82 .67 1.27 .67 141.64 250 .00 194.300 3855 .00 290.74 .00 .59 .00 228 .73 280.00 194 .300 3855 .00 291.41 .67 .59 .67 146.15 280 .00 * 197.000 3855 .00 291.13 .00 .39 .00 153.33 270.00 * 197 .000 3855 .00 291.70 .57 .29 .57 79.43 270.00 * 199.000 3855 .00 292.10 .00 .97 .00 241.54 200 .00 * 199 .000 3855 .00 292 .74 .64 1.05 .64 120.00 200.00 201.000 1536.00 292.43 .00 .33 .00 203.62 200.00 201.000 1536.00 293 .04 .61 .29 .61 92.65 200.00 203.000 1536.00 292.47 .00 .04 .00 184.55 200.00 203 .000 1536.00 293.07 .60 .04 .60 88.85 200.00 * 207 .000 1536.00 293 .17 .00 .70 .00 111.68 400.00 * 207.000 1536.00 293 .70 .53 .63 .53 51.54 400.00 209.000 1536.00 294 .09 .00 .92 .00 112.40 225.00 209.000 1536.00 294.69 .60 .99 .60 57 .04 225 .00 210 .800 1536.00 294.69 .00 .61 .00 56.29 180.00 * 210.800 1536.00 295 .25 .56 .56 .56 25.73 180.00 1 14SEP94 15 :04:14 PAGE 51 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 213.300 1536.00 297 .31 .00 2.61 .00 63.40 250.00 213.300 1536.00 298.18 .87 2 .92 .87 39.15 250.00 215 .300 1536.00 298 .84 .00 1.54 .00 80.57 200 .00 215 .300 1536.00 299.36 .52 1.18 .52 48.41 200.00 * 215 .900 1536.00 299.53 .00 .69 .00 76.17 60.00 * 215 .900 1536.00 300.17 .65 .81 .65 90 .30 60.00 * 216.300 1536.00 301.82 .00 2.29 .00 139.28 40.00 * 216.300 1536.00 301.92 .11 1.75 .11 139.70 40.00 216.500 1536.00 302.45 .00 .63 .00 177 .85 20.00 216 .500 1536.00 302.48 .03 .55 .03 112.16 20.00 219 .200 1536.00 302.78 .00 .33 .00 148.58 270 .00 219 .200 1536.00 302.84 .06 .36 .06 94.45 270.00 * 221.100 1536.00 303 .32 .00 .55 .00 69.84 190 .00 * 221.100 1536.00 303 .42 .10 .58 .10 57 .08 190.00 223 .200 1536.00 304.51 .00 1.18 .00 91.45 210 .00 223 .200 1536.00 304.61 .10 1.19 .10 45 .58 210.00 FLOODWA Y DATA, WOLF PEN CREEK PARK CORR PROFILE NO . 2 -------FLOODW A Y -------WATER SURF ACE ELEV A TI ON STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODW A Y FLOODW A Y 26.300 366. 1938. 2.9 248.3 247.4 .9 37.300 336. 2481. 2.3 249.3 248 .4 .9 45 .600 239. 1632. 3 .5 250.2 249.3 .9 49.200 265 . 1577. 3.6 250.9 250.0 .9 55 .000 432 . 2277 . 2 .5 252.l 251.1 1.0 61.000 350. 2171. 2.5 252.6 251.7 .9 69.000 96. 552. 10 .0 254.8 254.l .7 70.000 42 . 414. 13.3 256.0 255 .9 .1 73 .700 42. 598 . 9.2 261.5 261.4 .1 75 .100 340. 2773 . 2 .0 263 .2 263 .l .1 77 .700 481. 3947. 1.4 263.4 263.3 .1 80.800 349. 3010. 1.8 263.4 . 263 .3 .1 83 .600 299 . 2212. 2.5 263.5 263 .4 .1 85 .550 209. 1729. 3.2 263 .8 263 .6 .2 88.150 186. 1554. 3.5 264.l 263 .8 .3 91.900 170. 1414. 3.9 264.7 264 .3 .4 95.000 139. 1135 . 4 .9 265 .5 264.9 .6 98 .550 249 . 1961. 2 .8 265 .8 265 .2 .6 103 .000 197 . 1575 . 3.5 266.2 265 .5 .7 108 .100 142. 1121. 5.0 266 .9 266 .2 .7 112.000 100. 1119. 5.0 268 .l 267.2 .9 112.900 120. 1394. 4.0 268.4 267 .5 .9 113 .900 42. 586. 9.6 268.1 267.2 .9 116.200 42. 601. 9.4 269.6 268 .9 .7 116. 700 92. 1228. 4.6 271.0 270.6 .4 119.200 330. 3056. 1.9 271.4 270.9 .5 124.000 196. 1495 . 3 .9 271.7 271.2 .5 126.000 173 . 1151. 5.0 272.4 271.7 .7 130.900 280. 2083 . 2 .8 273 .9 273 .1 .8 135 .600 196 . 1366. 4 .2 274.8 274.0 .8 145 .600 258. 1515 . 2.9 277.1 276.2 .9 156.400 128. 992. 4.5 279.6 278.6 1.0 160.200 241. 1619. 2.8 280.6 279.6 1.0 163.000 235 . 1491. 3.1 281.2 280.3 .9 171.800 50. 427 . 9.3 284.6 283 .8 .8 175 .300 223 . 1448. 2.7 287.2 286.3 .9 179.400 177 . 1145 . 3.4 287.9 287 .2 .7 180.400 228. 686. 5.7 288.l 287 .5 .6 181.120 206. 629. 6.2 287.8 286.9 .9 18 6'.000 85 . 723 . 5.4 288 .6 287 .8 .8 189.000 65 . 528 . 7.4 289.5 288 .9 .6 191.500 142. 884. 4.4 290.9 290.2 .7 1 14SEP94 15 :04 :14 FLOODW A Y DAT A, WOLF PEN CREEK PARK CORR PROFILE NO. 2 -------FLOODWAY -------WATER SURF ACE ELEVATION PAGE 55 STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWA Y FLOODWA Y 194.300 146. 1081. 3.6 291.4 290.7 .7 197 .000 79 . 596. 6.5 291.7 291.1 .6 199.000 120. 947 . 4 .1 292.7 292.1 .6 201.000 93 . 894. 1.7 293 .0 292.4 .6 203 .000 89. 727. 2.1 293 .1 292.5 .6 207 .000 52. 307 . 5.0 293 .7 293 .2 .5 209.000 57 . 333 . 4.6 294.7 294.1 .6 210.800 26 . 166 . 9.2 295 .3 294 .7 .6 213.300 39. 284 . 5.4 298.2 297 .3 .9 215 .300 48 . 240. 6.4 299.3 298 .8 .5 215.900 90. 340. 4 .5 300.l 299.5 .6 216.300 140. 561. 2.7 301.9 301.8 .1 216.500 112. 480. 3.2 302.4 302.4 .0 219.200 94 . 402. 3.8 302.9 302.8 .1 221.100 57 . 237 . 6.5 303.4 303 .3 .1 223 .200 46. 213 . 7.2 304.6 304.5 .1 * -----------------------------------* SUM PO Interactive Summary Printout for MS/PC-DOS micro computers May 1991 I *---------------------------------* NOTE -Asterisk(*) at left of profile number indicates message in summary of errors list WOLF PEN CREEK PARK CORR Summary Printout SECNO Q CWSEL STEN CL STEN CR TOPWID 26 .30 5645 .00 247.44 .00 .00 782.00 26 .30 5645 .00 248.34 1153.00 1518 .86 365 .86 37.30 5645 .00 248.42 .00 .00 617.43 * 37.30 5645 .00 249.35 1331.77 1667.75 335 .98 * 45 .60 5645 .00 249.34 .00 .00 399.82 * 45 .60 5645.00 250.27 1115 .05 1353 .55 238 .51 49 .20 5645 .00 250.01 .00 .00 810 .04 49 .20 5645 .00 250.91 1081.63 1346.33 264.70 * 55.00 5645.00 251.13 .00 .00 789 .50 * 55.00 5645.00 252.08 1267 .06 1699.22 432.16 61.00 5515 .00 251.69 .00 .00 687 .65 61.00 5515 .00 252.63 1322.01 1671.95 349.94 * 69.00 5515 .00 254.06 .00 .00 93 .51 * 69 .00 5515 .00 254.71 1940.00 2040.00 95.69 70.00 5515 .00 255 .86 .00 .00 42 .00 70.00 5515 .00 255.96 1700.00 1742.00 42.00 * 73 .70 5515 .00 261.43 .00 .00 42 .00 * 73 .70 5515 .00 261.55 1700.00 l 742 .00 42 .00 75 .10 5515 .00 263.14 .00 .00 340.00 75 .10 5515 .00 263 .24 1425 .00 l 765 .00 340.00 * 77 .70 5515 .00 263 .26 .00 .00 742.61 77 .70 5515 .00 263 .35 1313.40 1794 .43 481.03 80.80 5515.00 263.32 .00 .00 845.45 80.80 5515 .00 263 .43 1271.80 1620.79 348.99 * 83 .60 5515 .00 263.40 .00 .00 742.06 * 83 .60 5515 .00 263 .53 1228 .67' 1527.34 298 .67 85 .55 5515 .00 263 .56 .00 .00 567 .93 85 .55 5515 .00 263.75 1245 .92 1455 .00 209 .08 88 .15 5515 .00 263 .84 .00 .00 411.76 88.15 5515 .00 264.14 1329.56 1515 .81 186 .25 91.90 5515 .00 264.27 .00 .00 278 .55 91.90 5515 .00 264.69 1620.98 1791.02 170 .03 * 95 .00 5515 .00 264.91 .00 .00 307.14 95 .00 5515 .00 265.50 1181.00 1320.20 139 .20 * 98 .55 5515 .00 265 .20 .00 .00 588 .88 * 98 .55 5515 .00 265.85 1466.31 1714.82 248.52 * 103 .00 5515.00 265 .47 .00 .00 524.06 * 103 .00 5515 .00 266 .13 1452.68 1649 .95 197 .27 108.10 5630.00 266 .19 .00 .00 326.04 108.10 5630.00 266 .92 1295 .24 1436.82 141.58 112.00 5630.00 267 .16 .00 .00 394.32 112.00 5630.00 268 .04 1510.00 1610.00 100 .00 112.90 5630.00 267.46 .00 .00 402.49 112.90 5630.00 268 .37 1480.00 1600.00 120.00 * 113 .90 5630.00 267.21 .00 .00 42.00 * 113 .90 5630.00 268 .15 1310.00 1480.00 42 .00 * 116.20 5630.00 268 .92 .00 .00 42 .00 * 116 .20 5630.00 269 .64 1310.00 1480.00 42 .00 ' 116. 70 5630.00 270 .58 .00 .00 381.20 * 116 .70 5630.00 271.03 1495 .00 1587.00 92 .00 * 119.20 5763 .00 270.94 .00 .00 492 .23 * 119.20 5763 .00 271.46 1059.65 1390.07 330.42 * 124.00 5763 .00 271.23 .00 .00 428 .88 * 124.00 5763 .00 271.77 1226.59 1422 .66 196 .07 126 .00 5763 .00 271.67 .00 .00 339.50 126.00 5763 .00 272.34 1327.42 1500.00 172 .58 130 .90 5763 .00 273 .11 .00 .00 606 .89 * 130.90 5763 .00 273 .93 1050.00 1332 .73 280 .14 135.60 5763 .00 274.01 .00 .00 522.31 135 .60 5763 .00 274.81 1554.33 1750.03 195 .69 145 .60 4444.00 276.15 .00 .00 556.59 145 .60 4444.00 277 .09 1381.60 1640.00 258 .40 156.40 4444.00 278 .63 .00 .00 277 .28 156 .40 4444.00 279.63 1135 .00 1263.32 128 .32 * 160.20 4564.00 279.63 · .00 .00 471.41 * 160.20 4564.00 280.64 1162.16 1402.74 240.58 163.00 4564.00 280.34 .00 .00 464.68 163 .00 4564.00 281.29 1368.07 1603 .37 235.30 * 171.80 3969.00 283 .79 .00 .00 168.49 * 171.80 3969.00 284.58 1372.67 1422.97 50.29 * 175.30 3969.00 286.28 .00 .00 352.22 * 175 .30 3969.00 287.19 1137.28 1360.72 223 .44 179.40 3900.00 287 .20 .00 .00 281.70 179.40 3900.00 287 .88 1046.44 1223.41 176.97 * 180 .40 3900.00 287 .50 .00 .00 466 .76 * 180.40 3900.00 288 .06 1100.00 1340.00 227 .85 * 181.12 3900.00 286.90 .00 .00 401.90 * 181.12 3900.00 287 .80 1100.00 1340.00 206.02 * 186.00 3900.00 287 .85 .00 .00 214.57 * 186.00 3900.00 288 .61 1185 .00 1270.00 85 .00 189.00 3900 .00 288 .91 .00 .00 140.84 189.00 3900.00 289 .55 1370.00 1435.00 65 .00 * 191.50 3900.00 290.15 .00 .00 453.95 * 191.50 3900.00 290.82 1348.36 1490.00 141.64 1g4.30 3855 .00 290.74 .00 .00 228 .73 194.30 3855 .00 291.41 1212.91 1359.06 146.15 * 197 .00 3855 .00 291.13 .00 .00 153 .33 * 197 .00 3855 .00 291.70 1237 .77 1317 .21 79.43 * 199.00 3855 .00 292 .10 .00 .00 241.54 * 199 .00 3855 .00 292 .74 1260.00 1380.00 120.00 201.00 1536.00 292.43 .00 .00 203.62 201.00 1536.00 293.04 1272.27 1364.92 92 .65 203 .00 1536.00 292.47 .00 .00 184.55 203 .00 1536.00 293 .07 1212.56 1301.41 88 .85 * 207 .00 1536.00 293.17 .00 .00 111.68 * 207 .00 1536.00 293 .70 1334.03 1385 .57 51.54 209 .00 1536 .00 294.09 .00 .00 112.40 209.00 1536 .00 294 .69 1169.96 1227 .00 57 .04 210.80 1536 .00 294.69 .00 .00 56.2 9 * 210.80 1536 .00 295.25 1185 .00 1210.73 25 .73 213.30 1536.00 297 .31 .00 .00 63.40 213.30 1536.00 298.18 1225 .85 1265 .00 39.15 215 .30 1536.00 298.84 .00 .00 80.57 215.30 1536.00 299 .36 1285.47 1333 .88 48.41 * 215.90 1536.00 299.53 .00 .00 76 .17 * 215 .90 1536 .00 300.17 1070.00 1210.00 90.30 * 216 .30 1536 .00 301.82 .00 .00 139.28 * 216 .30 1536.00 301.92 1070.00 1210.00 139.70 216.50 1536.00 302.45 .00 .00 177.85 216.50 1536.00 302.48 1269.56 1381.72 112.16 219.20 1536.00 302.78 .00 .00 148 .58 219.20 1536.00 302.84 1216.85 1311.30 94.45 * 221.10 1536.00 303.32 .00 .00 69 .84 * 221.10 1536.00 303.42 1150.00 1210.00 57 .08 223.20 1536.00 304.51 .00 .00 91.45 223 .20 1536.00 304.61 1074.42 1120.00 45 .58 13:56 VIA FACSIMILE MEMORANDUM TO: FROM: DATE: RE : MAXUS CONST. CO. ~ 409 764 3791 MAXUS CONSTRUCTION COMPANY I General Contractor Meadowbrook Corporate Park South ~ 800 Corporate Drive I Birmingham. Alabama 35242 Telephone (205) 991 -i 800 I Fax (205) 991-3064 Ms. Veronica Morgan/City of College Station Ms. Shirley Volk/City of College Station Mr. Jeff Schattinger/Cap~tone Development Mr. Greg Boyd/Young Contractors, Inc. Mr. Royce Bradley/Maxus Construction Company Barry Eady September 21, 1995 Meeting University Commons/College Station, Texas N0.411 '11lis letter is to confirm the September 26, 1995 meeting at 8:00 AM at University Commons, College Station, Texas among the persons listed above . 'Thanks, BE/mm [;101 \, CITY OF COLLEGE STATION August 21 , 1995 Maxus Construction ATTN: Mr. Kolb Berryhill 901 Colgate College Station, Texas 77840 Post Office Box 9960 1101 Texas Avenue College Station, Texas 77842-9960 (7•· 9\A<\ RE: Parking Lot Island on University Commons North Complex Dear Mr. Berryhill : I want to take this opportunity to thank you for your expedient efforts to correct the parking lot island in front of Building 10 at University Commons . It is always a pleasure to work with individuals as yourself. I know you were operating under a tight time frame but we wanted to let you know we appreciated your quick response . We look forward to working with you again in the future . ~incerely, Steve Homeyer Graduate Engineer cc : Veronica Morgan, Asst. City Engineer Shirley Volk, Development Coordinator Home of Texas A&M. University