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00-118100 - Rational Method North - 100 (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)125 CB-125 CBMH-1031.3281.3280.370.49 0.49012.400.54 12.405.135.13 2.51 2.5115.00 1.507.90 6.39207.15 988.42984.92 981.81 3.50 2.06 3.47 2.04 DESIGN ACCEPTABLE116 CBMH-116 CBMH-1151.3501.3500.360.48 0.48512.400.15 12.405.135.13 2.49 2.4915.00 0.504.56 3.6933.78 1014.151010.15 1009.99 4.00 2.56 3.94 2.50 DESIGN ACCEPTABLE115 CBMH-115 CBMH-1070.3961.7460.570.23 0.71212.400.37 12.555.135.13 1.17 3.6515.00 2.059.24 7.47166.08 1013.931009.99 1006.58 3.94 2.50 3.95 2.51 DESIGN ACCEPTABLE112 CB-112 CBMH-1090.3400.3400.660.22 0.22412.400.15 12.405.135.13 1.15 1.1515.00 0.404.08 3.3029.00 1010.501006.50 1006.38 4.00 2.56 4.24 2.81 DESIGN ACCEPTABLE111 CB-111 CBMH-1101.8231.8230.310.57 0.56712.400.18 12.405.135.13 2.91 2.9115.00 0.504.56 3.6940.75 1009.141005.64 1005.44 3.50 2.06 6.79 5.36 DESIGN ACCEPTABLE110 CBMH-110 CBMH-1090.0221.8460.610.01 0.58012.400.82 12.585.135.13 0.07 2.9815.00 0.404.08 3.30161.69 1012.231005.44 1004.79 6.79 5.36 5.84 4.40 DESIGN ACCEPTABLE109 CBMH-109 CBMH-1080.2282.4140.580.13 0.93712.400.15 13.405.134.93 0.68 4.6215.00 0.554.79 3.8734.85 1010.631004.79 1004.60 5.84 4.40 5.83 4.39 DESIGN ACCEPTABLE108 CBMH-108 CBMH-1070.3802.7940.650.25 1.18312.400.10 13.555.134.93 1.26 5.8315.00 0.906.12 4.9530.73 1010.431004.60 1004.32 5.83 4.39 6.20 4.77 DESIGN ACCEPTABLE107 CBMH-107 CBMH-1060.2144.7540.550.12 2.01212.400.35 13.665.134.93 0.60 9.9118.00 1.0010.50 5.89124.93 1010.531004.07 1002.82 6.45 4.77 4.57 2.88 DESIGN ACCEPTABLE106 CBMH-106 CBMH-1050.3675.1210.740.27 2.28312.400.02 14.015.134.74 1.39 10.8318.00 1.1011.01 6.188.00 1007.391002.82 1002.73 4.57 2.88 4.64 2.95 DESIGN ACCEPTABLE105 CBMH-105 STMH-1040.4935.6140.640.32 2.60012.400.09 14.035.134.74 1.63 12.3418.00 8.0029.70 16.6688.34 1007.371002.73 995.67 6.95 4.64 2.95 6.63 4.94 DESIGN ACCEPTABLE104 STMH-104 CBMH-1030.0005.6140.000.00 2.60012.400.09 14.125.134.74 0.00 12.3418.00 8.0029.70 16.6690.12 1002.29988.72 981.51 6.30 13.58 11.89 3.77 2.09 DESIGN ACCEPTABLE103 CBMH-103 STMH-1020.1867.1280.270.05 3.14012.400.04 14.215.134.74 0.26 14.9018.00 8.0029.70 16.6639.13 985.28975.21 972.08 10.07 8.39 3.74 2.05 DESIGN ACCEPTABLE102 STMH-102 FES-1010.0007.1280.000.00 3.14012.400.15 14.255.134.74 0.00 14.9030.00 0.3022.49 4.5442.16 975.81964.13 964.00 11.69 9.005.50 2.81DESIGN 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***