Geom Title=P-19-G Proposed 16x4 culvert Program Version=5.07 Viewing Rectangle= 296921.631253877 , 297444.536028003 , 197470.496978795 , 197185.245826415 River Reach=PicketWire ,P-19-G Minor Reach XY= 37 297419.010128 197188.04240634 297421.2154273 197197.24742058 297421.42709666 197202.58335376 297419.59394161 197214.84422782 297388.56899846 197270.76033015 297374.86493643 197291.13778888 297355.94607476 197312.66572896 297342.98661128 197327.4124171 297332.2609059 197341.06567449 297322.37383862 197353.65138981 297314.21794768 197364.03340892 297301.66125405 197377.03531779 297287.40606152 197391.79594823 297275.51910446 197399.00397201 297271.16529673 197400.74971282 297242.95465354 197409.81699281 297237.75644803 197411.48776594 297234.72458329 197412.18657269 297231.2980715 197412.05519832 297202.57207903 197410.95382783 297196.58626663 197410.60706359 297187.51528551 197408.90926987 297157.898805 197401.59949668 297117.81749014 197390.99708168 297094.25229185 197384.38688845 297087.13232552 197382.68459129 297073.45665695 197382.43268059 297054.39784008 197383.06622522 297050.85683969 197383.58893666 297037.49452614 197385.56143971 297030.24854271 197387.38983295 297022.02592673 197388.90298597 296984.05096805 197403.48826405 296942.77052169 197419.72313506 296938.73797439 197421.01561994 296935.27250405 197421.29933613 296926.75777127 197422.6929185 Rch Text X Y=297295.9470388,197246.7050344 Reverse River Text= 0 Type RM Length L Ch R = 1 ,618.9406,14.6,20.81,27.9 XS GIS Cut Line=2 297402.47074725 197196.30545722 297439.40951061 197189.68541273 Node Last Edited Time=Oct/26/2020 08:35:10 #Sta/Elev= 13 0 5969.55 1.9 5969.56 2.53 5969.44 7.12 5969.23 7.34 5969.09 12.94 5963.13 25.31 5963.56 25.44 5963.56 25.54 5963.64 32.08 5969.01 32.69 5969.15 36.32 5968.86 37.53 5968.8 #Mann= 3 , 0 , 0 0 .035 0 7.12 .035 0 32.69 .035 0 Bank Sta=7.12,32.69 XS Rating Curve= 0 ,0 XS HTab Starting El and Incr=5963.63,0.3, 20 XS HTab Horizontal Distribution= 5 , 5 , 5 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 1 ,598.1346,30.3,33.23,36.21 XS GIS Cut Line=2 297402.00901271 197207.96638975 297435.42618874 197218.72740998 Node Last Edited Time=Oct/26/2020 08:36:03 #Sta/Elev= 13 0 5968.75 1.27 5968.69 2.47 5968.65 3.65 5968.59 4.1 5968.26 6.7 5967.25 14.82 5963.56 16.97 5963.46 22.26 5963.28 30.64 5967.31 33.34 5968.98 34.93 5968.81 35.11 5968.79 #Mann= 3 , 0 , 0 0 .035 0 3.65 .035 0 33.34 .035 0 Bank Sta=3.65,33.34 XS Rating Curve= 0 ,0 XS HTab Starting El and Incr=5963.78,0.26, 20 XS HTab Horizontal Distribution= 5 , 5 , 5 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 1 ,564.9021,44.55,45.33,46.36 XS GIS Cut Line=2 297385.36417162 197232.49675773 297418.79513078 197251.08115345 Node Last Edited Time=Oct/26/2020 08:36:57 #Sta/Elev= 10 0 5968.54 3.88 5968.44 8.06 5968.33 9.34 5967.7 17.45 5963.63 25.16 5963.11 25.98 5963.06 27 5963.64 35.55 5968.76 38.25 5968.66 #Mann= 3 , 0 , 0 0 .035 0 8.06 .035 0 35.55 .035 0 Bank Sta=8.06,35.55 XS Rating Curve= 0 ,0 XS HTab Starting El and Incr=5963.56,0.26, 20 XS HTab Horizontal Distribution= 5 , 5 , 5 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 1 ,519.5750,51.99,52.98,54.11 XS GIS Cut Line=2 297361.74421005 197269.20697318 297397.20128793 197292.52194236 Node Last Edited Time=Oct/26/2020 08:37:58 #Sta/Elev= 12 0 5968.37 8.77 5968.13 12.33 5968.03 12.75 5968.02 12.78 5968.02 13 5967.89 20.06 5963.71 23.7 5963.37 30.12 5962.78 33.92 5966.01 36.97 5968.52 42.44 5968.58 #Mann= 3 , 0 , 0 0 .035 0 12.75 .035 0 36.97 .035 0 Bank Sta=12.75,36.97 XS Rating Curve= 0 ,0 XS HTab Starting El and Incr=5963.28,0.27, 20 XS HTab Horizontal Distribution= 5 , 5 , 5 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 1 ,466.5948,43.83,42.57,42.72 XS GIS Cut Line=2 297331.26800739 197309.95386419 297364.36128008 197336.14096726 Node Last Edited Time=Oct/26/2020 08:39:15 #Sta/Elev= 9 0 5968.62 12.11 5968.24 17.84 5963.54 18.01 5963.4 18.33 5963.38 30.02 5962.57 35.78 5968.09 36.49 5968.69 42.2 5968.7 #Mann= 3 , 0 , 0 0 .035 0 12.11 .035 0 36.49 .035 0 Bank Sta=12.11,36.49 XS Rating Curve= 0 ,0 XS HTab Starting El and Incr=5963.07,0.28, 20 XS HTab Horizontal Distribution= 5 , 5 , 5 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 1 ,424.0243,54.13,53.16,56.16 XS GIS Cut Line=2 297296.72293609 197336.5998775 297340.55756151 197371.82407376 Node Last Edited Time=Nov/13/2020 09:48:20 #Sta/Elev= 18 0 5969.04 4.56 5969 10.13 5968.76 11.46 5968.74 17.25 5969.49 18.05 5969.52 21.07 5969.1 21.9 5969.06 22.13 5969.05 25.8 5965.52 27.67 5963.17 36.85 5962.79 37.44 5962.77 43.45 5966.55 46.97 5968.75 47.12 5968.78 53.33 5968.46 56.23 5968.45 #Mann= 3 , 0 , 0 0 .035 0 21.9 .035 0 46.97 .035 0 #XS Ineff= 2 , 0 0 24.31 5970 40.81 0 5970 Permanent Ineff= F F Bank Sta=21.9,46.97 XS Rating Curve= 0 ,0 XS HTab Starting El and Incr=5963.27,0.31, 20 XS HTab Horizontal Distribution= 5 , 5 , 5 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 2 ,411.13 ,,, BEGIN DESCRIPTION: Existing bridge END DESCRIPTION: Node Last Edited Time=Nov/13/2020 11:50:37 Bridge Culvert--1,0,-1,-1, 0 Deck Dist Width WeirC Skew NumUp NumDn MinLoCord MaxHiCord MaxSubmerge Is_Ogee 12.93,31.34,2.6,0, 6, 6, , , 0.98, 0, 3,3,, 0 23.24 25.9 36.73 43.95 56.23 5970.3 5969.99 5969.98 5969.72 5969.62 5969.15 0 14.81 16.58 28.33 36.5 56.23 5970.09 5969.87 5969.86 5969.59 5969.58 5969.15 BR Coef=-1 , 0 , 0 ,, 0 ,,,0.8,-1,,0, WSPro=,,,, 1 ,,,, 0 ,,,, 0 ,,,,-1 ,-1 ,-1 , 0 , 0 , 0 , 0 , 0 Culvert=2,4,16,31.24,0.013,0.4,1,8,1,5963.17,32.555,5963.16,20.49,Culvert #1 , 0 ,12.93 32.555 20.49 BC Culvert Barrel=1,16x4,0 Culvert Bottom n=0.013 BC Design=,, 0 ,, 0 ,,,,,, BC Use User HTab Curves=0 BC User HTab FreeFlow(D)= 0 Type RM Length L Ch R = 1 ,370.8672,17.83,23.98,34.2 XS GIS Cut Line=3 297268.27887679 197380.62666417 297288.39069307 197397.79938219 297305.69660359 197412.04084403 Node Last Edited Time=Nov/13/2020 09:49:08 #Sta/Elev= 15 0 5968.81 3.18 5968.84 7.96 5969.03 8.9 5968.6 13.22 5964.44 13.97 5963.78 14.18 5963.48 15.09 5963.46 26.45 5963.17 26.8 5963.16 27.08 5963.77 29.8 5964.99 41.07 5969.54 46.79 5969.03 48.86 5968.86 #Mann= 3 , 0 , 0 0 .035 0 7.96 .035 0 41.07 .035 0 #XS Ineff= 2 , 0 0 12.24 5970 28.74 0 5970 Permanent Ineff= F F Bank Sta=7.96,41.07 XS Rating Curve= 0 ,0 XS HTab Starting El and Incr=5963.66,0.29, 20 XS HTab Horizontal Distribution= 5 , 5 , 5 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 1 ,346.8917,34.64,39.48,49.08 XS GIS Cut Line=2 297256.63791676 197388.68506988 297272.00265051 197430.7844153 Node Last Edited Time=Oct/26/2020 08:42:56 #Sta/Elev= 15 0 5969.23 .21 5969.21 .86 5969.44 9.33 5965.38 10.23 5964.96 10.32 5964.91 12.76 5963.53 15.08 5963.35 23.03 5962.81 23.68 5964.23 24.11 5965.16 29.13 5967.63 34.32 5970.16 44.67 5970.29 44.82 5970.29 #Mann= 3 , 0 , 0 0 .035 0 .86 .035 0 34.32 .035 0 Bank Sta=0.86,34.32 XS Rating Curve= 0 ,0 XS HTab Starting El and Incr=5963.31,0.35, 20 XS HTab Horizontal Distribution= 5 , 5 , 5 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 1 ,307.4096,54.39,56.53,60.19 XS GIS Cut Line=3 297224.45605292 197388.95573316 297223.73927243 197420.40741185 297221.63691249 197438.54548159 Node Last Edited Time=Oct/26/2020 08:43:49 #Sta/Elev= 14 0 5969.36 10.88 5968.22 19.55 5965.04 19.86 5964.93 20.98 5963.96 21.52 5963.5 21.88 5963.45 31.46 5962.3 32.43 5962.18 32.89 5963.26 33.65 5965.01 37.91 5967.05 44.41 5970.11 49.72 5970.08 #Mann= 3 , 0 , 0 0 .035 0 10.88 .035 0 44.41 .035 0 Bank Sta=10.88,44.41 XS Rating Curve= 0 ,0 XS HTab Starting El and Incr=5962.68,0.37, 20 XS HTab Horizontal Distribution= 5 , 5 , 5 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 1 ,250.8749,95.85,93.53,86.31 XS GIS Cut Line=3 297175.83790904 197374.85230605 297165.94387527 197412.61081697 297160.75945289 197432.39608089 Node Last Edited Time=Oct/26/2020 08:45:01 #Sta/Elev= 15 0 5969.46 7.32 5968.66 18.68 5967.46 20.65 5966.85 27.04 5964.92 28.22 5963.97 28.89 5963.41 36.09 5962.81 39.03 5962.56 40.24 5962.45 41.23 5964.52 41.61 5965.27 49.66 5968.78 52.24 5969.92 59.49 5969.62 #Mann= 3 , 0 , 0 0 .035 0 18.68 .035 0 52.24 .035 0 Bank Sta=18.68,52.24 XS Rating Curve= 0 ,0 XS HTab Starting El and Incr=5962.95,0.35, 20 XS HTab Horizontal Distribution= 5 , 5 , 5 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 1 ,157.3481,72.82,69.87,59.18 XS GIS Cut Line=2 297077.43704274 197362.10551737 297077.43704274 197420.73056828 Node Last Edited Time=Oct/26/2020 08:45:48 #Sta/Elev= 15 0 5968.58 8 5968.29 12.08 5968.17 16.11 5966.41 17.98 5965.54 19.62 5963.82 20.39 5963.03 25.75 5963.25 32.05 5963.47 32.42 5963.95 33.2 5964.86 49.63 5970.46 51.85 5971.24 56.39 5971.23 58.63 5971.23 #Mann= 3 , 0 , 0 0 .035 0 12.08 .035 0 51.85 .035 0 Bank Sta=12.08,51.85 XS Rating Curve= 0 ,0 XS HTab Starting El and Incr=5963.53,0.39, 20 XS HTab Horizontal Distribution= 5 , 5 , 5 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 1 ,87.4747 ,76.39,78.25,83 XS GIS Cut Line=2 296997.15381499 197362.8719863 297022.55593113 197429.11385267 Node Last Edited Time=Oct/26/2020 08:52:13 #Sta/Elev= 20 0 5972.17 .66 5972.14 3.24 5972 12.24 5970.27 16 5969.55 21.1 5969.05 25.85 5968.58 29.25 5966.83 30.51 5966.19 32.2 5963.83 32.77 5963.08 37.69 5963.17 44.19 5963.28 44.87 5963.81 46.41 5964.97 55.79 5968.68 60.16 5970.38 70.02 5970.77 70.33 5970.78 70.95 5970.57 #Mann= 3 , 0 , 0 0 .035 0 25.85 .035 0 60.16 .035 0 Bank Sta=25.85,60.16 XS Rating Curve= 0 ,0 XS HTab Starting El and Incr=5963.58,0.43, 20 XS HTab Horizontal Distribution= 5 , 5 , 5 Exp/Cntr=0.3,0.1 Type RM Length L Ch R = 1 ,9.2270 ,0,0,0 XS GIS Cut Line=2 296928.15464726 197382.40612515 296945.09496399 197467.70039887 Node Last Edited Time=Oct/29/2020 13:37:17 #Sta/Elev= 21 0 5972.31 3.09 5972.35 3.43 5972.35 6.98 5971.63 15.19 5969.94 17.57 5969.41 24.45 5967.99 25.72 5967.73 26.95 5967.26 33.21 5964.69 34.25 5964.26 37.89 5962.97 48.08 5963.04 50.35 5963.04 52.39 5964.32 52.61 5964.48 53.01 5964.71 53.84 5964.97 60.46 5967.38 66.47 5967.85 69.03 5968.09 #Mann= 3 , 0 , 0 0 .035 0 25.72 .035 0 60.46 .035 0 Bank Sta=25.72,60.46 XS Rating Curve= 0 ,0 XS HTab Starting El and Incr=5963.47,0.44, 20 XS HTab Horizontal Distribution= 5 , 5 , 5 Exp/Cntr=0.3,0.1 LCMann Time=Dec/30/1899 00:00:00 LCMann Region Time=Dec/30/1899 00:00:00 LCMann Table=0 Chan Stop Cuts=-1 Use User Specified Reach Order=0 GIS Units=ENGLISH GIS DTM Type= GIS DTM= GIS Stream Layer= GIS Cross Section Layer= GIS Map Projection= GIS Projection Zone= GIS Datum= GIS Vertical Datum= GIS Data Extents=,,, GIS Ratio Cuts To Invert=-1 GIS Limit At Bridges=0 Composite Channel Slope=5