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00-118100 - Rational Method North - 200 (3-28-2018)PROJECT:11810010 YRDATE:3/28/2019VARIESBY:MSN0.013CATCHMENT/ FROM TO INC. CUM. INC INC CUM. TC TC CUM. INC. CUM. INC CUM. DIAM. GRADE MAX FULL LENGTH RIM INVERT INVERT JUMP BUILD COVER BUILD COVER DESIGN COMMENTSREACH STRUCTURE STRUCTURE A A C CA CA (LAND) (PIPE) TC I I Q Q (IN) % Q V (FT.) ELEV. (IN) (OUT) (OUT) (IN) (IN) (OUT) (OUT)240 CB-240 CBMH-2390.4120.4120.360.15 0.14815.000.74 15.004.584.58 0.68 0.6815.00 0.404.08 3.30146.70 998.71995.21 994.62 3.50 2.06 3.86 2.42 DESIGN ACCEPTABLE239 CBMH-239 CBMH-2380.1510.5630.470.07 0.21915.000.15 15.744.584.58 0.33 1.0015.00 3.7012.41 10.0390.67 998.48994.62 991.27 3.86 2.42 3.53 2.10 DESIGN ACCEPTABLE238 CBMH-238 CBMH-2370.1550.7180.500.08 0.29615.000.16 15.894.584.58 0.35 1.3615.00 3.3011.72 9.4790.01 994.80991.27 988.30 3.53 2.10 3.54 2.10 DESIGN ACCEPTABLE237 CBMH-237 CBMH-2360.1510.8690.480.07 0.36915.000.16 16.054.584.44 0.34 1.6415.00 3.1011.36 9.1890.14 991.84988.30 985.50 3.54 2.10 4.49 3.05 DESIGN ACCEPTABLE236 CBMH-236 CBMH-2350.1260.9960.450.06 0.42615.000.45 16.214.584.44 0.26 1.8915.00 0.404.08 3.3090.00 989.99985.50 985.14 4.49 3.05 3.84 2.40 DESIGN ACCEPTABLE235 CBMH-235 CBMH-2340.1471.1420.510.07 0.50115.000.20 16.674.584.44 0.34 2.2215.00 2.009.13 7.3790.00 988.98985.14 983.34 3.84 2.40 3.65 2.21 DESIGN ACCEPTABLE234 CBMH-234 CBMH-2330.1381.2800.490.07 0.56815.000.13 16.874.584.44 0.31 2.5215.00 4.8014.14 11.4287.08 986.99983.34 979.16 3.65 2.21 3.50 2.07 DESIGN ACCEPTABLE233 CBMH-233 CBMH-2320.1211.4010.460.06 0.62315.000.24 17.004.584.44 0.25 2.7615.00 1.257.21 5.8383.26 982.67979.16 978.12 3.50 2.07 3.52 2.09 DESIGN ACCEPTABLE232 CBMH-232 CBMH-2310.1351.5360.480.06 0.68715.000.28 17.244.584.31 0.29 2.9615.00 0.906.12 4.9583.41 981.64978.12 977.37 3.52 2.09 3.53 2.09 DESIGN ACCEPTABLE231 CBMH-231 CBMH-2300.1511.6870.470.07 0.75915.000.38 17.524.584.31 0.33 3.2715.00 0.504.56 3.6984.81 980.90977.37 976.95 3.53 2.09 3.55 2.12 DESIGN ACCEPTABLE230 CBMH-230 CBMH-2030.1111.7980.420.05 0.80515.000.74 17.904.584.31 0.21 3.4715.00 0.404.08 3.30147.04 980.50976.95 976.36 3.55 2.12 5.08 3.64 DESIGN ACCEPTABLE221 CB-221 CBMH-2120.7030.7030.370.26 0.26115.000.15 15.004.584.58 1.19 1.1915.00 0.404.08 3.3029.00 993.41989.41 989.29 4.00 2.56 4.12 2.68 DESIGN ACCEPTABLE220 CB-220 CBMH-2100.5340.5340.450.24 0.24215.000.15 15.004.584.58 1.11 1.1115.00 0.404.08 3.3029.40 988.09984.09 983.97 4.00 2.56 4.33 2.89 DESIGN ACCEPTABLE214 CB-214 CBMH-2131.7191.7190.430.75 0.74715.000.15 15.004.584.58 3.42 3.4215.00 0.404.08 3.3029.00 1000.31996.31 996.19 4.00 2.56 4.12 2.68 DESIGN ACCEPTABLE213 CBMH-213 CBMH-2120.9122.6310.660.60 1.35015.000.59 15.154.584.58 2.76 6.1815.00 2.4010.00 8.08283.91 1000.31996.19 989.38 4.12 2.68 4.03 2.59 DESIGN ACCEPTABLE212 CBMH-212 CBMH-2110.4903.8250.640.31 1.92515.000.24 15.734.584.58 1.44 8.8215.00 2.209.57 7.73109.90 993.41989.29 986.87 4.12 2.68 3.99 2.55 DESIGN ACCEPTABLE211 CBMH-211 CBMH-2100.1924.0170.620.12 2.04315.000.25 15.974.584.58 0.54 9.3615.00 2.209.57 7.73113.88 990.86986.87 984.37 3.99 2.55 3.94 2.50 DESIGN ACCEPTABLE210 CBMH-210 CBMH-2030.1964.7470.600.12 2.40315.000.33 16.214.584.44 0.54 10.6615.00 3.4011.90 9.61192.52 988.30983.97 977.43 4.33 2.89 4.01 2.57 DESIGN ACCEPTABLE203 CBMH-203 CBMH-2021.9548.4990.320.62 3.82615.000.05 18.654.584.19 2.83 16.0318.00 2.4016.26 9.1329.00 981.44976.11 975.41 5.33 3.64 6.03 4.34 DESIGN ACCEPTABLE202 CBMH-202 FES-2010.3488.8460.750.26 4.08615.000.24 18.704.584.19 1.19 17.1227.00 0.3518.34 4.5764.62 981.44974.23 974.00 7.21 4.785.50 3.06DESIGN ACCEPTABLEPIPE DESIGN PROFILECB206 TO CBMH205 LOCATION AREA COEFFICIENT TIME OF CONC. INTENSITY FLOW (Q) = CIAWATERSHED ISTORM FREQUENCY TYPE OF PIPEMANNINGS' N***FOR USE WITH MNDOT ATLAS 14 DATA***