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HomeMy WebLinkAboutSW6200402_1490 Swale calcs_4/22/2020LIBERTY MEADOWS DITCH/SWALE CALCULATIONS SIDE Designator DA C I10YR Q SLOPE SLOPE BOTTOM LINER Ditch #1 1.71 0.40 7.8 5.34 0.0085 3:1 0 None Ditch #2 0.28 0.55 7.8 1.20 0.0095 3:1 0 None Ditch #3 0.11 0.60 7.8 0.51 0.0085 3:1 0 None Ditch #4 0.09 0.60 7.8 0.42 0.0500 3:1 0 None Ditch #5 0.41 0.55 7.8 1.76 0.0250 3:1 0 None Ditch #6 3.24 0.40 7.8 10.11 0.0300 3:1 0 None Ditch #7 0.16 0.65 7.8 0.81 0.0330 3:1 0 None Ditch #8 0.40 0.60 7.8 1.87 0.0099 3:1 0 None Ditch #9 0.79 0.55 7.8 3.39 0.0084 3:1 0 None Ditch #10 0.39 0.55 7.8 1.67 0.0054 3:1 0 None Ditch #11 1.51 0.45 7.8 5.30 0.0320 3:1 0 None Ditch #12 0.57 0.65 7.8 2.89 0.0320 3:1 0 None Ditch #13 0.11 0.65 7.8 0.56 0.0283 3:1 0 None Ditch #14 0.80 0.40 7.8 2.50 0.0060 3:1 2 None Ditch #15 0.74 0.50 7.8 2.89 0.0050 3:1 0 None Ditch #16 1.04 0.50 7.8 4.06 0.0138 3:1 0 None Ditch #17 0.52 0.60 7.8 2.43 0.0072 3:1 0 None Ditch #18 0.81 0.45 7.8 2.84 0.0123 3:1 0 None Ditch #19 0.97 0.55 7.8 4.16 0.0130 3:1 0 None Ditch #20 0.55 0.65 7.8 2.79 0.0408 3:1 0 None Ditch #21 0.67 0.60 7.8 3.14 0.0560 3:1 0 None Ditch #22 0.22 0.65 7.8 1.12 0.0457 3:1 0 None Ditch #23 0.12 0.65 7.8 0.61 0.0130 3:1 0 None Ditch #24 0.22 0.70 7.8 1.20 0.0106 3:1 0 None Ditch #25 1.98 0.45 7.8 6.95 0.0356 3:1 0 None Ditch #26 1.01 0.45 7.8 3.55 0.0060 3:1 0 None Ditch #27 0.40 0.65 7.8 2.03 0.0560 3:1 0 None Ditch #28 0.52 0.45 7.8 1.83 0.0065 3:1 0 None Ditch #29 0.50 0.50 7.8 1.95 0.0143 3:1 0 None Ditch #30 0.18 0.65 7.8 0.91 0.0269 3:1 0 None Ditch #31 0.19 0.60 7.8 0.89 0.0376 3:1 0 None Ditch #32 1.26 0.55 7.8 5.41 0.0102 3:1 2 None Ditch #33 2.20 0.40 7.8 6.86 0.0052 3:1 2 None Ditch #34 4.47 0.44 7.8 15.34 0.0105 3:1 0 None Ditch #35 0.25 0.65 7.8 1.27 0.0105 3:1 0 None Ditch #36 0.22 0.65 7.8 1.12 0.0920 3:1 2 None Ditch #37 0.58 0.65 7.8 2.94 0.0743 3:1 2 None Ditch #38 0.70 0.57 7.8 3.11 0.1120 3:1 2 None Ditch #39 1.68 0.50 7.8 6.55 0.0900 3:1 2 None Ditch #40 0.25 0.85 7.8 1.66 0.0080 3:1 0 None Ditch #41 0.20 0.75 7.8 1.15 0.0320 3:1 0 None LIBERTY MEADOWS DITCH/SWALE CALCULATIONS Ditch #42 1.91 0.40 Ditch #43 3.04 0.42 Ditch #44 7.03 0.45 Ditch #1 7.8 5.93 0.0110 3:1 2 None 7.8 9.96 0.0118 3:1 2 None 7.8 24.68 0.0080 3:1 2 None North American Green ECMDSVersion 4.3 - Channel Protection Design, Output Form File Specifications Options Help HYDRAULIC RESULTS 1k Discharge Peak Flow Velocity (fps) Area (sq.ft) Hydraulic Normal cfs Period hrs Radius ft De th ft .3 0.1 1 0.56 1 9.52 0.85 1.78 - ❑ x U nreinforced Vegetation In=0.2201 L- Bottom 3.0 Width = 0.00 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (psf) Calculated Shear Stress (psf) Safety Factor Remarks Staple Pattern Phase Class I Type Density Straight Unreinforced Vegetation B I Bunch 75-95% 5.73 0.94 G.06 STABLE Soil Clay Loam 0.050 0.002 21.06 STABLE Ditch #2 0 North American Green ECMDSVersion 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. USER 211812020 HYDRAULIC RESULTS I Discharge I Peak Flow Velocity [fps] Area [sq.ft] Hydraulic Normal cfs Period hrs Radius ft De th ft 0.2 0.1 0.30 1 3.95 1 0.54 1 1.15 L - ❑ x U nreinforced Vegetation (n=0.318) S = 0.0095 1 L Bottom 1 1 3.0 Width = 0.00 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress [psf] Calculated Shear Stress [psf] Safety Factor Remarks Staple Pattern Phase I Class I Type I Density Straight Unreinforced Vegetation B Bunch 75-95% 5.73 0.68 8.42 STABLE Soil Clay Loam 0.050 0.001 61.12 STABLE LIBERTY MEADOWS DITCH/SWALE CALCULATIONS Ditch #3 ■ North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X File Specifications Options Help Discharge Peak Flow Velocity [fps] Area (sq.ft) Hydraulic Normal cfs Period hrs Radius ft De th ft p.5 0.1 0.23 2.14 0.40 0.84 Unreinforced 1 L Bottom 3.0 Width = 0.00 ft 1 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress IPA Calculated Shear Stress (psf) Safety Factor Remarks Staple Pattern Phase Class I Type Density Straight Unreinforced Vegetation B I Bunch 75-95% 5.73 0.45 12.80 STABLE Soil Clay Loam 0.050 0.001 92.90 STABLE Ditch #4 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. JUSER 3119/2020 HYDRAULIC RESULTS Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.ft) Hydraulic Radius ft Normal De th ft j 0.1 0.23 1.72 1 0.36 0.76 — ❑ X Unreinforced Vegetation (n=0.250) L— Bottom 1 3.0 Width = 0.00 It 3.0 LINER RESULTS 1'c°.46:4 I Not to Scale Matting Type Vegetation Characteristics Reach Stability Analysis Permissible Calculated Safety Factor Remarks Staple Pattern Phase Class Type Density Shear Stress Shear Stress I I (psf) (psf) Straight Unreinforced Vegetation I C I Bunch 75.95% 4.20 0.28 14.82 STABLE Soil Clay Loam 0.050 0.001 90.74 STABLE LIBERTY MEADOWS DITCH/SWALE CALCULATIONS Ditch #5 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. USER 371912020 07:36AM HYDRAULIC RESULTS Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.ft) Hydraulic Radius ff Normal Depth ff j1.8 0.1 0.88 2.04 0.39 0.82 LINER RESULTS - ❑ Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress [psf] Calculated Shear Stress (psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Unreinforced Vegetation C I Bunch 75-95 ¢ 4.20 1.29 3.27 STABLE Soil Clay Loam 0.050 0.008 6.48 STABLE Ditch #6 IMNorth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. USER 2I172020 0-1 AMI HYDRAULIC RESULTS Unreinforced Discharge cfs Peak Flow Period hrs Velocity [fps] rea [sq.ft] Hydraulic Radius ft Normal De th ft j10.1 0.1 1 1.48 1 6.84 0.72 1.51 — ❑ X S = 0.0300 1 L Bottom 1 3.0 Width = 0.00 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (PSf) Calculated Shear Stress (psfl Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Unreinforced Vegetation B I Bunch 75-95% 5.73 2.83 2.03 STABLE Soil Clay Loam 0.050 0.018 2.83 STABLE LIBERTY MEADOWS DITCH/SWALE CALCULATIONS Ditch #7 ■ North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form - ❑ x File Specifications Options Help ENGLI5H. USER 211812020 0932AM Mnoe Discharge Peak Flaw Velocity (fps) Area (sq.ft) Hydraulic Normal cfs Period hrs Radius ft De th ft j7.8 0.1 1 0.44 1 1.83 1 0.37 0.78 LIVER RL -I" Unreinforced 5 = 0.0330 1 L 1 Bottom 3.0 Width = 0.00 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (Psf) Calculated Shear Stress (Psf) Safety Factor Remarks Staple Pattern Phase Class I Type Density Straight Unreinforced Vegetation B I Bunch 75-95% 5.73 1.61 3.57 STABLE Soil Clay Loam 0.050 0.002 25.87 STABLE Ditch #8 kjNorth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form - ❑ X File Specifications Options Help ENGLI5H. IUSER I 211812020 995 AAM Discharge Peak Flow Velocity (fps) Area (sq.ft) Hydraulic Normal cfs Period hrs Radius ff De th Iftl j1.9 0.1 0.35 1 5.49 0.64 1 1.35 Unreinforced Vegetation (n=0.318) L- Bottom 1 3.0 Width = 0.00 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (psf] Calculated Shear Stress [psf] Safety Factor Remarks Staple Pattern Phase Class I Type Density Straight Unreinforced Vegetation B I Bunch 75-95 o- 5.73 0.84 6.B6 STABLE Soil Clay Loam 0.050 0.001 49.75 STABLE LIBERTY MEADOWS DITCH/SWALE CALCULATIONS Ditch #9 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form - ❑ x File Specifications Options Help ENGLI5H. USER 211812020 1d:07AM Discharge Peak Flow Velocity (fps) Area (sq.ft) Hydraulic Normal cfs Period hrs Radius ft De th ft j3.4 0.1 1 0.42 1 8.18 1 0.78 1.65 Unreinforced 5 = d.dOBd 1 L Bottom 1 3.0 Width = 0.00 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (Psf) Calculated Shear Stress IPA Safety Factor Remarks Staple Pattern Phase Class I Type Density Straight Unreinforced Vegetation B I Bunch 75-95% 5.73 0.87 6.62 STABLE Soil Clay Loam 0.050 0.001 36.77 STABLE Ditch #10 kjNorth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form - ❑ X File Specifications Options Help HYDRAULIC RESULTS Discharge Peak Flow Velocity (fps) Area (sq.ft) Hydraulic Normal cfs Period hrs Radius ft De th ft j1.7 0.1 1 0.27 1 6.34 0.69 1.45 1 d:09 AM Unreinforced Vegetation (n=0.318) 5 = d.d054 1 � Bottom � 1 3.0 Width = 0.00 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress [Psf) Calculated Shear Stress (Psf) Safety Factor Remarks Staple Pattern Phase Class I Type Density Straight Unreinforced Vegetation B I Bunch 75-95i 5.73 0.49 11.70 STABLE Soil Clay Loam 0.050 0.001 84.87 STABLE LIBERTY MEADOWS DITCH/SWALE CALCULATIONS Ditch #11 ■ North American Green ECIVIDS Version 4.3 -Channel Protection Design, Output Form File Specifications Options Help ENGLISH. JUSER 2l18l2020 HYDRAULIC RESULTS Discharge cfs Peak Flow Period hrs Velocity [fps] Area [sq.ft] Hydraulic Radius ft Normal De kh ft �.3 0.1 1.06 1 5.00 0.61 1 1.29 - ❑ x Unreinforced Vegetation [n=0.181 ] S = 0.0320 1 Bottom 1 3.0 Width = 0.00 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (psf) Calculated Shear Stress [psf] Safety Factor Remarks Staple Pattern Phase Class I Type I Density Straight Unreinforced Vegetation 8 I Bunch 75-95 ¢ 5.73 2.58 2.22 STABLE Soil Clay Loam 0.050 0.010 5.21 STABLE Ditch #12 North American Green ECIVIDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. JUSER 311912020 07:49AM HYDRAULIC RESULTS Discharge cfs Peak Flow Period hrs Velocity [fps] Area (sq.ft) Hydraulic Radius fk Normal De th fk 2.9 0.1 1 1.28 1 2.27 0.41 0.87 Unreinforced Vegetation (n=0.11 1 � Boffom 3.0 Width = 0.00 ft — ❑ x 1 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible She Stress (psf] Calculated Shear Stress (psf) Safety Factor Remarks Staple Pattern 17C lass Type Density Straight Unreinforced Vegetation Bunch 75-95% 4.20 1.73 2.42 STABLE Soil Clay Loam 0.050 0.016 3.13 STABLE LIBERTY MEADOWS DITCH/SWALE CALCULATIONS Ditch #13 LINorth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form - ❑ x File Specifications Options Help ENGLI5H. LISER 211612020 10:12AM WS HYDRAULIC RESULTS LI nreinforced Vegetation (n=0.318) r. r. S = 0.0263 4 4 - 1 L Bottom - 3.0 Width 0.00 ft 3.0 LINER RESULTNot to Scale 1 . = r�°' '' '' ry e Discharge Peak Flow Velocity (fps) Area (sq.fk) Hydraulic Normal cfs Period hrs Radius ft De th ft 0.6 0.1 0.36 1.56 0.34 0.72 Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (psf) Calculated Shear Stress [psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Llnreinforced Vegetation B Bunch 75-95% 5.73 1.27 4.50 STABLE Soil Clay Loam 0.050 0.002 32.65 STABLEaw Ditch #14 North American Green ECMDS Version 4.3 -Channel Protection Design, Output Form - ❑ X File Specifications Options Help ENGLI5H. lJ5ER 311912020 07:29AM : HYDRAULIC RESULTS Discharge lJnreinforced Vegetation (n=0.250) 5 0.0060 1 L � 1 r T T Bottom 3.0 Width = 2.00 ft 3.0 LINER RESULTS Not to Scale Peak Flow Velocity [fpsj Area [sq.ff) cfs Period hrs Radius ft fh Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (psf) Calculated Shear Stress (psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight lJnreinfarced Vegetation C Bunch 75-95 o- 4.20 0.27 15.75 STABLE Soil Clay Loam 0.050 0.001 96.43 STABLE LIBERTY MEADOWS DITCH/SWALE CALCULATIONS Ditch #15 ■ North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X File Specifications Options Help ENGLISH. USER 211812020 10:13AM HYDRAULIC RESULTS Discharge Peak Flow Velocity (fps) Area (sq.ft) Hydraulic Normal cfs Period hrs Radius ft De kh IN � 9 0.1 0.30 1 9.75 0.85 1.80 Unreinforced Vegetation (n=0.318) S = 0.0050 1 L Bottom 1 3.0 Width = 0.00 It 3.0 Not to Scale Reach Matting Type S tability Analysis Vegetation Characteristics Permissible Shear Stress (psf) Calculated Shear Stress (psf) Safety Factor Remarks Staple Pattern Phase Class I Type Density Straight Unreinforced Vegetation B I Bunch 75-95i 5.73 0.56 10.19 STABLE Soil Clay Loam 0.050 0.001 73.95 STABLE Ditch #16 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ x File Specifications Options Help ENGLISH. USER 211812020 10:14AM HYDRAULIC RESULTS Discharge Peak Flow Velocity (fps) Area (sq.ft) Hydraulic Normal cfs Period hrs Radius ft De kh ft 0.4 0.1 1 0.27 1 5.27 0.63 1.33 LINLtA I-4tZ�UL I a Unreinforced Vegetation fn=0.31 Ste_/ 1 L Bottom 1 3.0 Width = 0.00 It 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (psf) Calculated Shear Stress (psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Unreinforced Vegetation B Bunch 75.95% 5.73 0.50 11.55 STABLE Sail Clay Loam 0.050 0.001 83.79 STABLE LIBERTY MEADOWS DITCH/SWALE CALCULATIONS Ditch #17 North American Green ECMIDSVersion 4.3 -Channel Protection Design, Output Form — ❑ x File Specifications Options Help ENGLISH. JUSER 2I18120 00 10:15AM Discharge cfs Peak Flow Period hrs Velocity [fps] Area (sq. Hydraulic Radius fk Normal De kh ft � 4 0.1 1 0.33 7.38 0.74 1.57 Unreinforced Vegetation [n=0.318] S = 0.0072 1 L Bottom 1 3.0 Width = 0.00 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress [psf] Calculated Shear Stress [psf] Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Unreinforced Vegetation B I Bunch 75-95 e 5.73 0.70 8.13 STABLE Soil Clay Loam 0.050 0.001 59.03 STABLE Ditch #18 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X File Specifications Options Help HYDRAULIC RESULTS Discharge cfs Peak Flow Period hrs Velocity [fps] Area [sq.ft] Hydraulic Radius ff Normal De kh ft �.8 0.1 1 0.44 6.34 0.69 1.45 LINER RESULTS Unreinforced Vegetation [n=0.291 ] S = 0.0123 1 � Bottom � 1 3.0 Width = 0.00 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress Calculated Shear Stress Safety Factor Remarks Staple Pattern Phase Class I Type Density Straight Unreinforced Vegetation B I Bunch 75-95% 5.73 1.12 5.14 STABLE Soil Clay Loam 0.050 0.002 31.23 STABLE LIBERTY MEADOWS DITCH/SWALE CALCULATIONS Ditch #19 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. USER 3l2912020 10:08AM Discharge cfs Peak Flow Period (hrsj Velocity [fps] 1 Area [sq.ft] Hydraulic Radius ft 1 Normal Depth ft �.2 0.1 0.59 1 7.09 0.73 1.54 KI LINER RESULTS — ❑ x U nreinforced Vegetation [n=0.232] S = 0.0130 1 L Bottom 1 3.0 Width = 0.00 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (psf] Calculated Shear Stress [psf] Safety Factor Remarks Staple Pattern Phase Class I Type Density Straight Unreinforced Vegetation B I Bunch 75-95 a 5.73 1.25 4.60 STABLE Soil Clay Loam 0.050 0.003 17.67 STABLE Ditch #20 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ x File Specifications Options Help HYDRAULIC RESULTS Discharge Peak Flow Velocity (fps) Area [sq.ft] Hydraulic Normal cfs Period hrs Radius ft De th ft �.8 0.1 0.80 1 3.48 0.51 1.08 Unreinforced Ste_/ 1 L Bottom 1 3.0 Width = 0.00 ft 3.0 Not to Scale Reach Matting Type S tability Analysis Vegetation Characteristics Permissible Shear Stress (psf] Calculated Shear Stress IPA Safety Factor Remarks Staple Pattern Phase Class I Type Density Straight Unreinforced Vegetation B I Bunch 75-95i 5.73 2.74 2.09 STABLE Soil Clay Loam 0.050 0.006 8.52 STABLE LIBERTY MEADOWS DITCH/SWALE CALCULATIONS Ditch #21 North American Green ECMDSVersion 4.3 - Channel Protection Design, Output Form — ❑ x File Specifications Options Help Discharge Peak Flow Velocity [fps] Area (sq.fk) Hydraulic Normal cfs Period hrs Radius ft De th IN 01 0.1 1 1.00 1 3.09 0.48 1.01 Unreinforced Vegetation fn=0.21 S = 0.0560 1 L Bottom 1 3.0 Width = 0.00 It 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (psf) Calculated Shear Stress [psf] Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Unreinforced Vegetation B I Bunch 75-95% 5.73 3.54 1.62 STABLE Soil Clay Loam 0.050 0.009 5.36 STABLE Ditch #22 kjNorth American Green ECMDSVersion 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. JUSER I 2I1812020 10:19AM HYDRAULIC RESULTS Unreinforced Vegetation (n=0.318) Discharge Peak Flow Velocity [fps] Area [sq.fk] Hydraulic Normal cfs Period hrs Radius ft De th ft [1.1 0.1 1 0.54 1 2.05 0.39 0.83 — ❑ x L- Bottom 1 3.0 Width = 0.00 It 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress [psf] Calculated Shear Stress (psf) Safety Factor Remarks Staple Pattern Phase Class I Type Density Straight Unreinforced Vegetation B I Bunch 75-95% 5.73 2.36 2.43 STABLE Soil Clay Loam 0.050 0.003 17.62 STABLE LIBERTY MEADOWS DITCH/SWALE CALCULATIONS Ditch #23 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. JUSER I 211812020 10:2 AAM F— Discharge cfs Peak Flow Period hrs Velocity [fps] Area (sq.ft) Hydraulic Radius ft Normal De th ft b.6 0.1 1 0.29 1 2.09 0.40 0.83 Unreinforced - ❑ x 5=0.0130 1 L 1 Bottom 3.0 Width = 0.00 It 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress [psf] Calculated Shear Stress [psf] Safety Factor Remarks Staple Pattern Phase Class I Type Density Straight Unreinforced Vegetation B I Bunch 75-95% 5.73 0.60 8.47 STABLE Soil Clay Loam 0.050 0.001 61.43 STABLE Ditch #24 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help HYDRAULIC RESULTS Discharge cfs Peak Flaw Period hrs Velocity [fps] Area [sq.ft] Hydraulic Radius ft Normal De th ft j1.2 0.1 1 0.46 1 2.61 0.44 0.93 - ❑ x Unreinforced Vegetation [n=0.193] L— Bottom 1 3.0 Width = 0.00 It 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (Psf) Calculated Shear Stress [Psf] Safety Factor Remarks Staple Pattern Phase Class I Type Density Straight Unreinforced Vegetation C I Bunch 75-95% 4.20 0.62 6.81 STABLE Soil Clay Loam 0.050 0.002 24.84 STABLE LIBERTY MEADOWS DITCH/SWALE CALCULATIONS Ditch #25 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ x File Specifications Options Help Discharge Peak Flaw Velocity (fps) Area (sq.ft) Hydraulic Normal cfs Period hrs Radius ft De th ft �T.0 0.1 1 1.23 1 5.68 0.65 1.38 Llnreinforced Vegetation Ii S = 0.0110 d 1 Baktam J 1 3.0 Width = 0.00 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (Psf) Calculated Shear Stress (Psf) Safety Factor Remarks Staple Pattern Phase Class I Type Density Straight Unreinforced Vegetation C I Bunch 75-95% 4.20 0.94 4.45 STABLE Soil Clay Loam 0.050 0.013 3.94 STABLE Ditch #26 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ x File Specifications Options Help ENGLISH. JUSER 2118 02020 10:2 AAM ;j. HYDRAULIC RESULTS Llnreinforced Vegetation (n=0.285) r r y1 jj11 jj11 j1 3.0 Widkotto0 00 ft 3.0 1 LINER RESULTS ' , > '' '' .- 'a' Not to Scale Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.ft) Hydraulic Radius(ft) Normal Depth ft j3.6 0.1 0.37 9.86 0.86 1.81 Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (Psf) Calculated Shear Stress (Psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight lJnreinforced Vegetation B Bunch 75-95 o- 5.73 0.68 8.44 STABLE Sail Clay Loam 0.050 0.001 49.22 STABLE LIBERTY MEADOWS DITCH/SWALE CALCULATIONS Ditch #27 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X File Specifications Options Help Discharge Peak Flow Velocity (fps) Area (sq.ft) Hydraulic Normal cfs Period hrs Radius(ft) Depth(ft) V o 0.1 0.75 1 2.66 0.45 0.94 LINEM YkEJVL 1 J Unreinforced Vegetation (n=0.273) Bottom 1 3.0 Width = 0.00 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (psf) Calculated Shear Stress (psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Unreinforced Vegetation B Bunch 75-95% 5.73 3.29 1.74 STABLE Soil Clay Loam 0.050 0.005 9.30 STABLE Ditch #28 kjNorth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. USER 2l17020 1-3AMf HYDRAULIC RESULTS Unreinforced Discharge Peak Flow Velocity (fps) Area (sq.ft) Hydraulic Normal cfs Period hrs Radius fk De kh ft j1.8 0.1 0.29 6.18 0.68 1.43 — ❑ X 1 L Bottom 1 3.0 Width = 0.00 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (psf) Calculated Shear Stress (psf) Safety Factor Remarks Staple Pattern Phase Class I Type Density Straight Unreinforced Vegetation B I Bunch 75-95% 5.73 0.58 9.85 STABLE Soil Clay Loam 0.050 0.001 71.45 STABLE LIBERTY MEADOWS DITCH/SWALE CALCULATIONS Ditch #29 ■ North American Green ECMDS Version 4.3 -Channel Protection Design, Output Form File Specifications Options Help ENGLISH. JUSER 211812020 -1O:2 AAMI F "AWN HYDRAULIC RESULTS Unreinforced Discharge Peak Flow Velocity [fps] Area (sq.ft) Hydraulic Normal cfs Period hrs Radius ff De th(ft) � 0 0.1 0.40 1 4.97 0.61 1.29 LIIY CFl FtCaIJL 1 a — ❑ X 31 5 = 0.0143 i8 1 L Bottom � 1 3.0 Width = 0.00 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (psf) Calculated Shear Stress [psf) Safety Factor Remarks Staple Pattern Phase Class I Type Density Straight Unreinforced Vegetation B I Bunch 75-95i 5.73 1.15 4.99 STABLE Soil Clay Loam 0.050 0.001 36.20 STABLE Ditch #30 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ x File Specifications Options Help ENGLISH. JUSER 211812020 10:25AM HYDRAULIC RESULTS Unreinforced Vegetation [n=0.318] S = 0.0269 Bottom 3.0 Width = 0.00 ft 3.0 LINER RESULTS '" '" - '" Not to Scale Discharge Peak Flow Velocity (fps] Area [sq.ft] Hydraulic Normal cfs Period hrs Radius ff De th ff j7.9 0.1 0.42 2.16 0.40 0.85 Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (psf) Calculated Shear Stress [psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Unreinforced Vegetation B Bunch 75-95% 5.73 1.42 4.03 STABLE Soil Clay Loam 0.050 0.002 29.23 STABLE LIBERTY MEADOWS DITCH/SWALE CALCULATIONS Ditch #31 North American Green ECMDSVersion 4.3 -Channel Protection Design, Output Form — ❑ X File Specifications Options Help ENGLISH. 1USER I 2118/2 220 10:26AMF__ HYDRAULIC RESULTS Discharge ak Flow Velocity (fps) Area (sq.ft) Hydraulic Normal cfs PPeeriod hrs Radius ft De th ft 0.9 0.1 0.47 1.90 0.38 0.80 U nreinforced Vegetation (n=0.318) L— Bottom 1 3.0 Width = 0.00 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (psf) Calculated Shear Stress (psf) Safety Factor Remarks Staple Pattern Phase Class I Type Density Straight Unreinforced Vegetation B I Bunch 75-95 e 5.73 1.87 3.07 STABLE Soil Clay Loam 0.050 0.002 22.26 STABLE Ditch #32 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X File Specifications Options Help ENGLISH. JUSER j 2I18I2020 1-8TAM HYDRAULIC RESULTS Discharge Peak Flow Velocity (fps) Area (sq.ft) Hydraulic Normal cfs Period hrs Radius ft De kh ft 0.4 0.1 0.61 8.87 0.81 1.A2 Unreinforced 5� 1 L Bottom 1 3.0 Width = 2.00 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (psf) Calculated Shear Stress (psf) Safety Factor Remarks Staple Pattern Phase Class I Type Density Straight Unreinforced Vegetation B I Bunch 75-95% 5.73 0.90 6.35 STABLE Soil Clay Loam 0.050 0.002 20.83 STABLE LIBERTY MEADOWS DITCH/SWALE CALCULATIONS Ditch #33 North American Green ECMDSVersion 4.3 - Channel Protection Design, Output Form — ❑ X File Specifications Options Help HYDRAULIC RESULTS Discharge Peak Flow Velocity (fps) Area (sq.fk) Hydraulic Normal cfs Period hrs Radius ft Depth ff � 2 0.1 1 0.45 1 4.92 1 0.60 1 0.99 311912020 0719 AM F— Unreinforced Vegetation (n=0.166) S = 0.0050 1 L Bottom 1 3.0 Width = 2.00 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible SheStress [psfl Calculated Shear Stress (Psf) Safety Factor Remarks Staple Pattern [qC lass Type Density Straight Unreinforced Vegetation I Bunch 75-95% 4.20 0.31 13.61 STABLE Soil Clay Loam 0.050 0.001 36.74 STABLE Ditch #34 ■ North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X File Specifications Options Help ENGLISH. USER 311912020 0759AM HYDRAULIC RESULTS Discharge Peak Flow Velocity [fps] Area (sq.ft) Hydraulic Normal cfs Period hrs Radius ft De th ft [15.3 0.1 1.80 1 8.50 1 0.80 1 1.68 U nreinforced Vegetation f n=0.0731 Bottom 1 3.0 Width = 0.00 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (psf) Calculated Shear Stress (psf) Safety Factor Remarks Staple Pattern Phase Class I Type Density Straight Unreinforced Vegetation C I Bunch 75-95 o- 4.20 1.10 3.81 STABLE Soil Clay Loam 0.050 0.025 1.98 STABLE LIBERTY MEADOWS DITCH/SWALE CALCULATIONS Ditch #35 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form ❑ X File Specifications Options Help ENGLISH. JUSER 3119I2020 0811 AM 1r ;W n - W5 15'. vkw HYDRAULIC RESULTS Unreinforced Vegetation [n=0.188] Discharge cfs Peak Flow Period hrs Velocity [fps) Area ksq.ft] Hydraulic Radius ft Normal De th ft j1.3 0.1 1 0.47 1 2.68 0.45 0.94 1 L Bottom 1 3.0 Width = 0.00 ft 3.0 Not to Scale Reach Hafting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress [psf] Calculated Shear Stress [psf] Safety Factor Remarks Staple Pattern Phase Class I Type Density Straight Unreinforced Vegetation C I Bunch 75-95% 4.20 0.62 6.78 STABLE Soil Clay Loam 0.050 0.002 23.49 STABLE Ditch #36 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. USER 211812020 10:40AMF-- HYDRAULIC RESULTS Unreinforced Vem Discharge cfs Peak Flow Period hrs Velocity [fps] Area [sq.ft] Hydraulic Radius ff Normal De th Iftl jl.1 0.1 0.68 1 1.66 0.33 0.48 - ❑ X S = 0.0920 1 � Bottom � 1 3.0 Width = 2.00 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress [psf] Calculated Shear Stress [psf] Safety Factor Remarks Staple Pattern Phase Class I Type Density Straight Unreinforced Vegetation B I Bunch 75-95 o- 5.73 2.77 2.07 STABLE Soil Clay Loam 0.050 0.003 15.04 STABLE LIBERTY MEADOWS DITCH/SWALE CALCULATIONS Ditch #37 ■ North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ x File Specifications Options Help rk — 1 �171 n I Ir Discharge Peak Flaw Velocity (fps) Area (sq.ft) Hydraulic Normal cfs Period hrs Radius ft De th ft �.9 0.1 1 1.05 1 2.76 1 0.44 0.68 LIVER RL -I" Unreinforced 5 = 0.0743 1 L 1 Bottom 3.0 Width = 2.00 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (Psf) Calculated Shear Stress (Psf) Safety Factor Remarks Staple Pattern Phase Class I Type Density Straight Unreinforced Vegetation B I Bunch 75-95% 5.73 3.16 1.81 STABLE Soil Clay Loam 0.050 0.008 6.39 STABLE Ditch #38 ..�iV—hz kjNorth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X File Specifications Options Help ENGLISH. JUSER j 211812020 1053AM ...•k. Discharge Peak Flow Velocity (fps) Area (sq.ft) Hydraulic Normal cfs Period hrs Radius ff De th Iftl j3.1 0.1 1.33 1 2.33 0.40 1 0.61 Unreinforced Vegetation (n=0.203) L— Bottom 1 3.0 Width = 2.00 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (Psf) Calculated Shear Stress (Psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Unreinforced Vegetation B Bunch 75-95 o- 5.73 4.26 1.35 STABLE Soil Clay Loam 0.050 0.013 3.96 STABLE LIBERTY MEADOWS DITCH/SWALE CALCULATIONS Ditch #39 ■ North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form - ❑ x File Specifications Options Help ENGLI5H. USER 211812020 10:53AMF- Discharge Peak Flaw Velocity (fps) Area (sq.ft) Hydraulic Normal cfs Period hrs Radius ft De th ft �G.6 0.1 1 1.91 1 3.46 1 0.49 0.79 LIVER RL -I" UnreinforcedVegetation fn=0.1 5 = 0.0900 1 � � 1 Bottom 3.0 Width = 2.00 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (Psf) Calculated Shear Stress (Psf) Safety Factor Remarks Staple Pattern Phase Class I Type Density Straight Unreinforced Vegetation B I Bunch 75-95% 5.73 4.44 1.29 STABLE Soil Clay Loam 0.050 0.025 1.97 STABLE Ditch #40 ..�iV-hz LlNorth American Green ECMDS Version 4.3 - Channel Protection Design, Output Farm - ❑ X File Specifications Options Help NGLISH. IUSER i 3I19I2020 55:57AM HYDRAULIC RESULTS Discharge Peak Flow Velocity (fps) Area (sq.ft) Hydraulic Normal cfs Period hrs Radius ft De th ft j1.7 0.1 0.49 1 3.44 0.51 1.07 Unreinforced Vegetation (n=0.171) 5 = 0.0080 1 L Bottom 1 3.0 Width = 0.00 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (p3f) Calculated Shear Stress (psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Unreinforced Vegetation C Bunch 75-95% 4.20 0.53 7.86 STABLE Soil Clay Loam 0.050 0.002 22.51 STABLE -0*4 LIBERTY MEADOWS DITCH/SWALE CALCULATIONS Ditch #41 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.ft) Hydraulic Radius ft Normal De th ft j1.2 0.1 1 0.79 1 1.52 0.34 0.71 LINER RESULTS - ❑ x Llnreinforced Vegetation (n=0.164) S = 0.0320 1 � Bakfam � 1 3.0 Width = 0.00 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (Pso Calculated Shear Stress (Psf) Safety Factor Remarks Staple Pattern Phase Class I Type Density Straight Unreinforced Vegetation C I Bunch 75-95i 4.20 1.42 2.95 STABLE Soil Clay Loam 0.050 0.006 7.76 STABLE Ditch #42 J1North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help HYDRAULIC RESULTS Discharge Peak Flow Velocity [fps) Area (sq. Hydraulic NormaH cfs Period hrs Radius ft Depth .9 0.1 1.10 5.35 0.62 1.04 - ❑ x Llnreinforced Vegetation fn=0.1 S = 0.0110 1 L Bottom 1 3.0 Width = 2.00 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress [psf] Calculated Shear Stress [psf] Safety Factor Remarks Staple Pattern Phase Class I Type Density Straight Llnreinforced Vegetation C Bunch 75-95% 4.20 0.72 5.87 STABLE Soil Clay Loam 0.050 0.008 6.09 STABLE LIBERTY MEADOWS DITCH/SWALE CALCULATIONS Ditch #43 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help Discharge Peak Flow Velocity (fps) Area (sq.ft) Hydraulic Normal cfs Period hrs Radius ft De th ft j10.0 0.1 1 1.51 1 6.61 0.69 1.19 - ❑ x Llnreinforced Vegetation S = 0.0118 1 Bakfam 3.0 Width = 2.00 ft Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (PSf) Calculated Shear Stress (PSO Safety Factor Remarks Staple Pattern Phase Class I Type Density Straight Unreinforced Vegetation C I Bunch 75-95% 4.20 0.87 4.80 STABLE Soil Clay Loam 0.050 0.015 3.29 STABLE Ditch #44 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help HYDRAULIC RESULTS Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.ft) Hydraulic Radius ft Normal De th ft 24.7 0.1 1.99 12.39 0.96 1.73 Matting Type Reach Stability Analysis Staple Pattern Straight Ulnreinforced Vegetation S oil Llnreinforced Vegetation (n=0.065) S = 0.0080 1 L Bottom 1 3.0 Width = 2.00 ft 3.0 Not to Scale Vegetation Characteristics Permissible Calculated Safety Factor Remarks Phase Class Type Density Shear Stress Shear Stress I (Psf] (Psf) C I Bunch 75-95% 4.20 0.86 4.87 STABLE Clay Loam 0.050 0.025 2.00 STABLE