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HomeMy WebLinkAboutSW6220702_Design Calculations_202212211784 — COLLIER GATE ESTATES EC Matting Calculations Ditch #1 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ File Specifications Options Help FEN GLISH. USER 711212022 09:25AM HYDRAULIC RESULTS Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.fk) Hydraulic Radius fk Normal De kh fk 0.5 0.1 0.91 0.55 1 0.20 0.43 �L11AF- k MF-DUL I J it Unreinforced Vegetation (n=0.040) L— Bottom 1 3.0 Width = 0.00 fk 3.0 Not to Scale Reach Matting Type SkabilikyAnalysis Vegetation Characteristics Permissible Shear Stress (Psf) Calculated Shear Stress (Psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Unreinforced Vegetation D Bunch 150-75% 3.33 0.13 24.92 STABLE Soil Sandy Loam 0.035 0.012 2.87 STABLE Ditch #2 LlNorth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ File Specifications Options Help ENGLISH. USER 772/2 222 09:2 AAM HYDRAULIC RESULTS Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.fk) Hydraulic Radius fk Normal Depth fk 1 0.3 0.1 0.86 0.35 1 0.16 0.34 Unreinforced Vegetation (n=0.040) L— Bottom 3.0 Width = 0.00 fk 3.0 LINER RESULTS )' I 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 D Bunch 50-75% 3.33 0.13 26.03 STABLE Soil Sandy Loam 0.035 0.012 3.00 STABLE Ditch #3 kjNorth American Green EChADSVer_ion 4.3 - Channel Prctecticn Design: Output Form — ❑ File Specifications Options Help ENGLISH. USER 711212022 0929TAM HYDRAULIC RESULTS Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.fk) Hydraulic Radius fk 1 Normal Depth fk 0.8 0.1 2.23 0.3E 0.1E 1 0.35 Unreinforced Vegetation (n=0.040) L- Bottom 3.0 Width = 0.00 fk 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible SheStress (Psf) Calculated Shear Stress (Psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Unreinforced Vegetation D Bunch 50-75 ff 3.33 0.8E 3.8E STABLE Soil Sandy Loam 0.035 0.079 0.44 UNSTABLE North American Green ECIVIDS Version 4.3 - Channel Protection Design, Output Farm — ❑ File Specifications Options Help ENGLISH. USER 711212022 0930AM HYDRAULIC RESULTS Discharge Peak Flow Velocity (fps) Area (sq.fk) Hydraulic Normal cfs Period hrs Radius fk DeELEL 0.8 0.1 1.75 0.4E 0.18 0.39 LINER RESULTS S 75 (n=0.055) L- B okkom 3.0 Width = 0.00 fk 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 S75 Unvegekaked 1.55 0.97 1.59 STABLE Staple D Ditch #4 0 North American Green ECF 9DS ber_icn 4.3 - Channel Prcte€ticn Design.. Output Fcm7 — ❑ File Specifications Options Help ENGLISH. USER 771212 222 0931 AM HYDRAULIC RESULTS Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.fk) Hydraulic Radius fk Normal DeLLaL 4.2 0.1 1.66 2.54 0.44 0.92 Unreinforced Vegetation fn=0.0401 Bottom 3.0 Width = 0.00 fk 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 D I Bunch 50 75 3.33 0.34 9.67 STABLE Soil Sandy Loam 0.035 0.031 1.11 STABLE Ditch #5 ■ North American Green ECIV1DS Version 4.3 - Channel Protection Design, Output Form — ❑ File Specifications Opticns Help FEN GLISH. IUSER 7112 02022 0932AM HYDRAULIC RESULTS Discharge Peak Flow Velocity (fps) Area (sq.fk) Hydraulic Normal cfs Period hrs Radius fk DeELLL 4.5 0.1 1.57 2.86 0.46 0.98 LIrvcr4 rccZAJL r Z� U nreinforced Vegetation (n=0.040) Bottom 3.0 Width = 0.00 fk 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 D I Bunch 50 75 3.33 0.30 10.93 STABLE Soil Sandy Loam 0.035 0.028 1.26 STABLE Ditch #6 North American Green ECIVIDSVer_icn 4.3 - Channel Protecticn Design, Output Fcrm File Specifications Opticns Help ENGLISH. USER 711212022 09:33AM HYDRAULID RESULTS •: .:;.s: .f;. .:;.s: .�� _.:;.s: .�� .... Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.ft) Hydraulic Radius fk Normal DeELEL 0.8 0.1 2.23 0.36 0.16 0.35 Unreinforced Vegetation (n=0.040) B oktom 3.0 Width = 0.00 fk 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 D I Bunch 150-75% 3.33 0.86 3.86 STABLE Soil Sandy Loam 0.035 1 0.079 0.44 1 UNSTABLE North American Green ECIVIDS Version 4.3 - Channel Protection Design, Output Form — ❑ File Specifications Options Help ENGLISH. USER 711212022 0934AM HYDRAULID RESULTS Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.ft) Hydraulic Radius fk Normal DeLLEL 0.8 0.1 1.75 0.46 0.10 0.39 LINER RESULTS S75 (n=0.055) Bottom 3.0 Width = 0.00 fk 3.0 Not to Scale I Reach Matting Type Stabiliky Analysis Vegetation Characteristics Permissible Shear Stress (Psf) Calculated Shear Stress (Psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight S75 Unvegetated 1.55 0.97 1.59 STABLE Staple D Ditch #7 North American Green ECIVIDSVersicn 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. USER 711212022 0935AM HYDRAULIC RESULTS A;. �; A,. .A= U nreinforced Vegetation (n=0.040) Discharge Peak Flaw Velocity [fps] Area ( — ❑ cfs Period hrs sq.fk) Hydraulic Radius fk Normal Depth fk 10.0 0.1 2.22 0.09 0.78 1 1.64 L- B okkom 3.0 Width = 0.00 fk 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 D I Bunch 50 75 3.33 0.51 6.50 STABLE Soil Sandy Loam 0.035 0.047 0.75 UNSTABLE ® North American Green ECIVIDS Version 4.3 - Channel Protection Design, Output Farm — ❑ File Specifications Options Help ENGLISH. USER 711212 222 09:36AM HYDRAULIC RESULTS Discharge Peak Flow Velocity (fps) Area (sq.fk) Hydraulic Normal cfs Period hrs Radiusfftl DeELEL 18.0 0.1 2.63 6.86 0.72 1.51 S 75 f n=0.032) L— B akkam 3.0 Width = 0.00 fk 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 S75 Unvegekaked 1.55 0.47 3.29 STABLE Staple D Ditch #8 LlNorth American Green ECFr9D5 Version 4.3 - Channel Protection Design: Output Fcrm — ❑ File Specifications Options Help ENGLISH. USER 7/12/2022 09:37AM HYDRAULIC RESULTS Discharge Peak Flow Velocity (fps) Area (sq.fk) Hydraulic Normal cfs Period hrs Radiusfftl De kh fk f 1.5 0.2 1.20 1.26 0.31 0.65 Unreinforced Vegetation (n=0.040) L- B okkom 3.0 Width = 0.00 fk 3.0 Not to Scale Reach Matting Type SkabilikyAnalysis Vegetation Characteristics Permissible Shear Stress (psf) Calculated Shear Stress (psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Unreinforced Vegetation I D I Bunch 150-75% 3.33 0.20 16.50 STABLE Soil Sandy Loam 0.035 0.010 1.90 STABLE Ditch #9 ■ North American Green EChADSVer_ion 4.3 - Channel Protection Design.. Output Form — ❑ File Specifications Options Help ENGLISH. USER 7712/20 2 F09:38AM HYDRAULIC RESULTS Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.fk) Hydraulic Radius fk Normal De kh ft 0.0 0.1 1.87 4.81 0.60 1.27 Unreinforced Vegetation (n=0.040) L- B okkom 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 1 Vegetation D I Bunch 50 75 3.33 10.40 10.43 1 STABLE Soil Sandy Loam 0.035 1 0.036 1 0.97 1 UNSTABLE MNorth American Green ECIVIDS Version 4.3 - Channel Protecticn Design, Output Fcrn7 File Specifications Options Help ENGLISH. JUSER 71121 0022 0938AM IN Y u.• Y., HYDRAULIC RESULTS Discharge Peak Flaw Velocity (fps) Area (sq.fk) Hydraulic Normal cfs Period hrs 1 Radius fk Depth fk 9.0 0.1 1.94 4.64 0.59 1 1.24 - ❑ S 75 f n=0.0381 L- B akkam 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 S75 Unvegekaked 1.55 0.39 3.99 STABLE Staple D Ditch #10 LlNorth American Green ECIVIDSVersicn 4.3 - Channel Protection Design: Output Form — ❑ File Specifications Options Help ENGLISH. USER 7112 02022 09:40AM HYDRAULIC RESULTS Unreinfarced Vegetation (n=0.040) Discharge Peak Flaw Velocity ( cfs Period hrs fps) Area [sq.fk) Hydraulic Radius fk Normal De kh fk 0.9 0.1 1.04 0.82 1 0.25 1 0.52 L— B otkom 3.0 Width = 0.00 fk 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 D I Bunch 50 75 3.33 0.16 20.42 STABLE Sail Sandy Loam 0.035 0.015 2.35 STABLE Ditch #11 North American Green ECIVIDS Version 4.3 - Channel Protecticn Design.. Output Fcm7 - ❑ File Specifications Opticns Help ENGLISH. USER i 7/12/2022 09:41 AM HYDRAULID RESULTS00. Unreinforced Vegetation (n=0.040) q Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.ft) Hydraulic Radius fk Normal DeELLL 0.7 0.1 2.15 0.32 0.16 0.33 L- B okkom 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 D I Bunch 150-75% 3.33 0.02 4.06 STABLE Soil Sandy Loam 0.035 1 0.075 1 0.47 1 UNSTABLE North American Green ECIVIDS Version 4.3 - Channel Protection Design, Output Form - ❑ File Specifications Options Help ENGLISH. USER 7/1212 222 0942-AM HYDRAULID RESULTS Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.fk) Hydraulic Radiusfftl Normal DeLLEL 0.7 0.1 1.70 0.41 0.18 0.37 S75 (n=0.055) S = 0.0400 1 L Bottom - 1 3.0 Width = 0.00 fk 3.0 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 (psf) (psf) Skraighk S75 Unvegekaked 1.55 0.93 1.60 STABLE Staple D Ditch #12 ■ North American Green ECIVIDS Version 4.3 - Channel Protection Design, Output Farm — ❑ File Specifications Options Help ENGLISH. USER 7/1212022 1� AM HYDRAULIC RESULTS Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.ft) Hydraulic Radius fk Normal DeELEL 6.2 0.1 4.04 1.53 0.34 0.72 Unreinfarced Vegetation (n=0.040) L- B otkom 3.0 Width = 0.00 fk 3.0 Not to Scale Reach Makking Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (Psf) Calculated Shear Stress (Psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Unreinfarced Vegetation D I Bunch 50-75 ¢ 3.33 2.23 1.49 STABLE Soil Sandy Loam 0.035 0.204 0.17 UNSTABLE LINorth American Green ECMDSVer_ion 4.3 - Channel Protection Design, Output Form — ❑ File Specifications Options Help NGLISH. USER 711212022 1030—AM HYDRAULIC RESULTS Discharge Peak Flow Velocity (fps) Area (sq.fk) Hydraulic Normal cfs Period hrs Radius fk De th ft 6.2 0.1 6.41 0.97 0.27 0.57 C125 (n=0.022) L— B okkom 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 C125 Unvegekaked 2.25 1.77 1.27 STABLE Staple D ■ North American Green KMDS Version 4.3 -Channel Protection Design, Output Form �� f File Specifications Options Help ENGLISH. USER 111112022 0303 PM HYDRAULIC RESULTS Discharge Peak Flow Velocity (fps) Area (sq.fk) Rock Riprap (n=Q100) tS= M1£4M1 ?;i fia ?!l .£4M1 1;4 sAo 1!l .�9M1 �1;4 M1AP � l : 1 L Bottom _J 1 3.0 Width = 0.50 fk 3.0 •{.a'� , ; +� : fi4 . rF •{.a'� ; +� •Ao' rF •$.tip v� •Ac LINER RESULTS' :r°" Not to Scale Hydraulic Normal cfs Period hrs Radius ft De th It O Reach Matting Type SkabilikyAnalysis Vegetation Characteristics Permissible ShearStress [psf] Calculated ShearStress fpsfl Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Rock Riprap Unvegetaked 2.67 1.89 1.41 STABLE Bin Ditch #13 PJcrth American Green ECMDS Version 4.3 -Channel Prctecticn f]w==inn. Output Farm — ❑ File Specifications Options Help ENGLISH. USER I 1711212022 110:32AM HYDRAULIC RESULTS Discharge Peak Flaw Velocity [fps] Area [sq.fk] Hydraulic Normal cfs Period hrs Radius fk De kh fk 0.3 0.1 1.81 0.14 0.10 0.21 L Unreinfarced Vegetation [n=0.040] L— B akkam 3.0 Width = 0.00 fk 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible ShearStress (Psf) Calculated Shear Stress (Psf) Safety Factor Remarks Staple Pattern Phase Class Type Density' Straight Unreinfarced Vegetation D Bunch 150-75% 3.33 0.67 4.98 STABLE Sail Sandy Loam 0.035 0.061 0.57 UNSTABLE Discharge Peak Flow Velocity (fps) Area (sq.fk) Hydraulic Normal cfs Period hrs 1 Radius fk Depth fk 4.2 0.1 3.03 1.39 0.32 1 0.60 �.LIIVtI-'4 I-'4t�UL I F' ■ North American Green ECIVIDSVersion 4.3 - Channel Prctecticn Design. Output Form — ❑ File Specifications Options Help ENGLISH. USER 7/12/2 222 103 AAM HYDRAULID RESULTS Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.ft) Hydraulic Radius fk Normal DeELLL 0.3 0.1 1.49 0.20 0.12 0.26 S 75 (n=0.055) L— B okkom 3.0 Width = 0.00 fk 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 S75 Unvegekaked 1.55 0.81 1.92 STABLE Staple D Ditch #14 kjNorth American Green ECIVIDS Version 4.3 - Channel Protection Design, Output Form — ❑ File Specifications Options Help ENGLISH. USER 7/12/2022 10:34 AM HYDRAULID RESULTS Unreinforced Vegetation [n=0.040] L— Bottom 3.0 Width = 0.00 fk 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 D I Bunch 50 75 3.33 1.27 2.62 STABLE Soil Sandy Loam 0.035 0.116 0.30 UNSTABLE Discharge Peak Flow Velocity (fps) Area (sq.fk) Hydraulic Normal ofs Period hrs 1 Radius fk Depth fk 0.5 0.1 1.70 0.28 0.15 1 0.31 MNorth American Green ECIVIDS Version 4.3 - Channel Prctection De=ign, Output Fcrm File Specifications Options Help ENGLISH. JUSER 771212022 10:34AM IN `6u r., P.%* "'M HYDRAULIC RESULTS Discharge Peak Flow Velocity (fps) Area (sq.fk) Hydraulic Normal cfs Period hrs 1 Radius fk Depth fk �.2 0.1 2.57 1.63 0.35 1 0.74 Matting Type Vegetation Characteristics Reach S kabiliky Analysis Staple Pattern Phase Class Type Den Straight S75 Unvegekaked Staple D 1L 3.0 El x S75 (n=0.050) S = 0.0300 Bottom 1 Width = 0.00 fk 3.0 Not to Scale Permissible Calculated Safety Factor Remarks Shear Stress Shear Stress (psf) (psf) 1.55 1.38 1.12 STABLE Ditch #15 LlNorth American Green ECMDSVersion 4.3 - Channel Protection Design, Output Farm File Specifications Options Help ENGLISH. USER 711212022 1035AM u u T, HDRAULI RESULTS Unreinfaraed Vegetation (n=0.00) — ❑ L— Bottom 3.0 Width = 0.00 fk 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 I D I Bunch 150-75% 3.33 0.57 5.81 STABLE Sail Sandy Loam 0.035 0.052 0.67 UNSTABLE ■ North American Green ECfv1DS Version 4.3 - Channel Prctecticn Design. Output Fcm7 — ❑ File Specifications Opticns Help ENGLISH. USER 7/12/2 222 103 AAM HYDRAULID RESULTS Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.ft) Hydraulic Radius fk Normal DeELLL 0.5 0.1 1.40 0.36 0.16 0.34 S75 (n=0.055) 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 Type Density Straight S75 Unvegetated 1.55 0.65 2.40 STABLE Staple D Discharge Peak Flow Velocity [fps] Area (sq.fk) Hydraulic Normal cfs Period hrs Radius fk De kh ft �2.8 0.3 1 4.07 10.53 0.89 1.87 Ditch #16 LINorth American Green ECMDSVersion 4.3 - Channel Protection Design, Output Fom7 File Specifications Options Help ENGLISH. USER I 7112/2 222 10:3 AAM HYDRAULIC RESULTS Discharge Peak Flow Velocity (fps) Area (sq.fk) Hydraulic Normal cfs Period hrs Radius fk 1 De kh fk � 2.8 0.3 2.76 15.50 1 1.08 2.27 L — ❑ Unreinforced Vegetation [n=0.0401 L— Bottom 1 3.0 Width = 0.00 fk 3.0 Not to Scale Matting Type Vegetation Characteristics Reach Stability Analysis Permissible Calculated Safety Factor Remarks Shear Stress [PSO Shear Stress [PSO Staple Pattern Phase Class Type Density Straight Unreinforced Vegetation I D I Bunch 150-75% 3.33 0.71 4.70 STABLE Soil Sandy Loam 0.035 0.065 0.54 UNSTABLE North American Green ECMDS Version 4.3 - Channel Protection Design, Output Farm — ❑ File Specifications Options Help ENGLISH. JUSER 711212 222 1039—AM x x HYDRAULIC RESULTS S75 [n=0.024) L— Bottom 3.0 Width = 0.00 fk 3.0 Not to Scale Reach Matting Type SkabilikyAnalysis Vegetation Characteristics Permissible Shear Stress (Psf) Calculated Shear Stress (Psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight S75 Unvegekaked 1.55 0.58 2.65 STABLE Staple D Ditch #17 LINorth American Green ECfv1DSVersion 4.3 - Channel Protection Design, Output Form — ❑ File Specifications Options Help FEN G LI S H. USER I 771272022 1040 AM HYDRAULIC RESULTS Discharge Peak Flow Velocity (fps) Area (sq.ft) Hydraulic Normal cfs Period hrs Radius fk Depth fk 10.7 0.2 2.53 4.22 1 0.56 1.19 Unreinforced Vegetation (n=0.040) L- Bottom 1 3.0 Width = 0.00 fk 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 D I Bunch 150-75% 3.33 0.74 4.50 STABLE Soil Sandy Loam 0.035 0.068 0.52 UNSTABLE kjNorth American Green ECfv1DS Version 4.3 - Channel Protection Design, Output Form — ❑ File Specifications Options Help ENGLISH. USER I 771272022 104 AAM HYDRAULIC RESULTS Discharge Peak Flow Velocity (fps) Area (sq.fk) Hydraulic Normal cfs Period hrs Radius fk De kh fk [10.7 0.2 2.55 4.19 1 0.56 1.18 Reach Straight 1L 3.0 S75 (n=0.040) 9 = 0.0100 Bottom 1 Width = 0.00 ft 3.0 Not to Scale Matting Type Vegetation Characteristics Stability Analysis Permissible Calculated Safety Factor Remarks Staple Pattern Phase Class Type Density Shear Stress Shear Stress (Psf) (Psf) S75 Unvegekaked 1.55 0.74 2.10 STABLE Staple D Ditch #18 LlNorth American Green ECIVIDSVersion 4.3 - Channel Protection Design, Output Form — ❑ File Specifications Options Help ENGLISH. USER 711212022 10:42AM HYDRAULIC RESULTS Discharge Peak Flow Velocity (fps) Area (sq.fk) Hydraulic Normal cfs Period hrs 1 1 Radius fk De " 1 3.3 0.2 1.89 1.75 1 0.36 0.76 Unreinforced Vegetation [n=0.040) L- Bottom 1 3.0 Width = 0.00 fk 3.0 Not to Scale Reach Matting Type SkabilikyAnalysis Vegetation Characteristics Permissible Shear Stress (Psf) Calculated Shear Stress (Psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Unreinforced Vegetation D I Bunch 150-75% 3.33 0.48 6.99 STABLE Soil Sandy Loam 0.035 0.043 0.81 UNSTABLE North American Green ECIVIDS Version 4.3 - Channel Protection Design, Output Form — ❑ File Specifications Options Help ENGLISH. USER HYDRAULIC RESULTS Discharge Peak Flaw Velocity (fps) Area (sq.fk) Hydraulic Normal cfs Period hrs Radius fk DeELLL 0.3 0.2 1.65 2.00 1 0.39 0.82 L- Bottom 3.0 Width = 0.00 fk 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 S75 Unvegekaked 1.55 0.51 3.04 STABLE Staple D Ditch #19 oNorth American Green ECIVIDSVer_icn 4.3 - Channel Protecticn Design. Output Fcrn7 — File Specifications Opticns Help ENGLISH. JUSER 71121 0022 104 AAM 4 HYDRAULID RESULTS Discharge Peak Flow Velocity (fps) Area (sq.fk) Hydraulic Normal cfs Period hrs 1 Radius fk Depth fk 0.0 0.1 2.19 2.74 0.45 1 0.96 Unreinforced Vegetation (n=0.040) L- Bottom 3.0 Width = 0.00 fk 3.0 Not to Scale Reach Matting Type Skabiliky Analysis Vegetation Characteristics Permissible Shear Stress (psf) Calculated Shear Stress (psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Unreinforced Vegetation D I Bunch 150-75% 3.33 0.60 5.59 STABLE Soil Sandy Loam 0.035 1 0.054 0.64 1 UNSTABLE 0 North American Green ECIVIDS Version 4.3 - Channel Protection Design, Output Farm — ❑ File Specifications Options Help ENGLISH. USER 711212022 10:48AM HYDRAULID RESULTS Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.fk) Hydraulic Radius fk Normal Depth fk 0.0 0.1 2.04 2.94 1 0.47 0.99 LINER RESULTS L- B okkom 3.0 Width = 0.00 fk 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 S75 Unvegekaked 1.55 0.62 2.51 STABLE Staple D Ditch #20 0 North American Green ECIVIDS ersicn 4.3 - Channel Prctecticn Design: Output Fcrn7 — ❑ File Specifications Opticn= Help ENGLISH. USER 7/1212 222 1048AM HYDRAULID RESULTS Discharge Peak Flow Velocity (fps) Area (sq.fk) Hydraulic Normal cfs Period hrs Radius fk DeELEL 0.6 0.1 1.23 0.49 0.19 0.40 31 Unreinforced Vegetation fn=0.0401 L- B okkom 3.0 Width = 0.00 fk 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 D I Bunch 150-75% 3.33 0.25 13.25 STABLE Soil Sandy Loam 0.035 0.023 1.53 STABLE Ditch #21 0 North American Green ECIVIDS `,version 4.3 - Channel Protection Design, Output Form — ❑ File Specifications Opticn= Help ENGLISH. USER 7/12/2022 10:49 AM HYDRAULID RESULTS Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.fk) Hydraulic Radius fk Normal DeELLL 0.9 0.1 1.52 2.57 0.44 0.93 Unreinforced Vegetation (n=0.040) L- Bottom 3.0 Width = 0.00 fk 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 I D I Bunch 50-75 3.33 0.29 11.53 STABLE Soil Sandy Loam 0.035 0.026 1.33 STABLE Ditch #22 North American Green ECI IDSVersion 4.3 - Channel Protection Design, Output Farm — ❑ x File Specifications Options Help ENGLISH. USER 711212 222 10:49AM K. M"K 1�4 ow �. HYDRAULIC RESULTS Unreinfarced Vegetation [n=0.040) Discharge Peak Flaw Velocity [fps] Area [sq.fk] Hydraulic mal cfs Period hrs Radius fk �D�eo'khfk 0.6 0.1 0.94 0.61 0.21 0.45 LINER RESULTS L— B aktam 3.0 Width = 0.00 fk 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 Unreinfarced Vegetation D Bunch 50-75% 3.33 0.14 23.73 STABLE Sail Sandy Loam 0.035 0.013 2.73 STABLE Ditch #23 LlNorth American Green ECIVIDSVersion 4.3 - Channel Protection Design, Output Farm — ❑ File Specifications Options Help ENGLISH. USER 1711212022 10:50AM HYDRAULID RESULTS Discharge cfs Peak Flaw Period hrs Velocity(fps) Area (sq.fk) Hydraulic Radius fk Normal De kh fk �A 0.1 2.03 1.18 0.30 0.63 LINER RESULTS Unreinfarced Vegetation (n=0.040) L— Bottom 3.0 Width = 0.00 ft 3.0 Not to Scale Reach Matting Type Skabiliky Analysis Vegetation Characteristics Permissible Shear Stress (Psf) Calculated Shear Stress (Psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Skraighk Unreinfarced Vegetation D Bunch 50-75% 3.33 0.59 5.67 STABLE Sail Sandy Loam 0.035 0.054 0.65 UNSTABLE 11 North American Green ECIVIDSVersion 4.3 - Channel Protection Design, Output Form — ❑ File Specifications Options Help FEN GLISH. USER 71121 0022 10 52 AM HYDRAULID RESULTS Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.fk) Hydraulic Radius fk Normal De kh fk �A 0.1 1.70 1.41 0.33 0.69 S 75 (n=0.051) L— B okkom 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 S75 Unvegekaked 1.55 0.64 2.41 STABLE Staple D Ditch #24 North American Green ECIVIDSVersion 4.3 - Channel Protection Design, Output Farm — ❑ File Specifications Options Help ENGLISH. USER 711212 222 1052TAM HYDRAULID RESULTS Discharge Peak Flow Velocity (fps) Area (sq.fk) Hydraulic Normal cfs Period hrs Radiusfftl DeELEL 0.9 0.1 1.60 0.58 0.21 0.44 Unreinforced Vegetation (n=0.040) L— B okkom 3.0 Width = 0.00 fk 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 Skraighk Unreinforced Vegetation D Bunch 50-75% 3.33 0.41 8.12 STABLE Soil Sandy Loam 0.035 0.037 0.94 UNSTABLE North American Green ECIVIDSVer_ion 4.3 - Channel Protection Design, Output Form — ❑ File Specifications Options Help ENGLISH. USER 7712120 22 1053AM HYDRAULIC RESULTS Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.fk) Hydraulic Radiusfftl Normal DeLLEL 0.9 0.1 1.25 0.72 0.23 0.49 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 S75 Unvegekaked 1.55 0.46 3.38 STABLE Staple D Ditch #25 LINorth American Green ECIVIDS Version 4.3 - Channel Protection Design, Output Farm — ❑ File Specification= Options Help ENGLISH. JUSER I 711212022 1053AM HYDRAULIC RESULTS Discharge Peak Flow Velocity (fps) Area (sq.fk) Hydraulic Normal cfs Period hrs Radius fk DepLLL 0.5 0.1 0.91 0.55 0.20 0.43 L Unreinfarced Vegetation f n=0.040) L- Bottom 3.0 Width = 0.00 fk 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 Unreinfarced Vegetation D I Bunch 150-75% 3.33 0.13 24.92 STABLE Soil Sandy Loam 0.035 0.012 2.87 STABLE Ditch #26 ENorth American Green ECMDS Version 4.3 Channel Protection Design, Output Form - ❑ X File Specifications Options Help ENGLISH. USER 711212022 1055AM HYDRAULIC RESULTS Discharge Peak Flow Velocity [fps] Area (sq.ft) Hydraulic Normal cfs Period hrs Radius(ft) Depth(ft) �.2 0.1 1.63 3.16 0.49 1 1.03 Unreinforced Vegetation (n=0.040) S = 0.0050 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 D Bunch 50-75% 3.33 0.32 10.37 STABLE Soil Sandy Loam 0.035 0.029 1.19 STABLE Ditch #27 11 North American Green ECIVIDSVersion 4.3 -Channel Protection Design, Output Form - ❑ File Specifications Options Help ENGLISH. USER i 711212 222 1057_AM Alnx HYDRAULIC RESULTS Unreinforced Vegetation (n=0.040) Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.ft) Hydraulic Radius(ft) Normal DeELLL 9.7 0.2 1.91 5.09 0.62 1.30 Ai LINER RESULTS 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 Type Density Straight Unreinforced Vegetation D I Bunch 150-75% 3.33 0.41 8.19 STABLE Soil Sandy Loam 0.035 0.037 0.94 UNSTABLE North American Green ECIVIDS Version 4.3 - Channel Protection Design: Output Farm — ❑ File Specifications Options Help ENGLISH. USER 771212022 1-7TAM HYDRAULIC RESULTS Discharge Peak Flow Velocity (fps) Area (sq.fk) Hydraulic Normal cfs Period hrs Radius fk DeELLL 9.7 0.2 2.00 4.85 0.60 1.27 S75 (n=0.038) X S = 0.0050 1 L Bottom - 1 3.0 Width = 0.00 fk 3.0 Not to Scale Matting Type Vegetation Characteristics Reach SkabilikyAnalysis Permissible Calculated Safety Factor Remarks Staple Pattern Phase Class Type Density Shear Stress Shear Stress (Psf) (Psf) Straight S75 Unvegekaked 1.55 0.40 3.91 STABLE Staple D Ditch #28 kjNorth American Green ECIVIDS Version 4.3 - Channel Protection Design, Output Farm — ❑ File Specifications Options Help ENGLISH. JUSER 711212022 1058AM HYDRAULIC RESULTS ±��'- ±��- ±��'- +�'� • . UnreinfarcedVegekakion[n=0.040) Discharge afs Peak Flaw Period hrs Velocity [fps) Area [sq.fk) Hydraulic Radius fk Normal De kh fk 3.2 1 0.2 1 1.44 1 2.21 1 0.41 0.86 LINER RESULTS L— B okkom 3.0 Width = 0.00 fk 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 D I Bunch 50 75 3.33 0.27 12.45 STABLE Soil Sandy Loam 0.035 0.024 1.43 STABLE Ditch #29 0 North American Green ECIVIDS Versicn 4.3 - Channel Prcte€ticn Design: Output Fcm7 — ❑ File Specifications Opticns Help ENGLISH. USER 7/1212 222 1102AM HYDRAULID RESULTS Discharge ofs Peak Flow Period hrs Velocity (fps) Area (sq.fk) Hydraulic Radius fk Normal De kh fk �9.5 0.2 4.82 10.28 0.88 1.85 UnreinforcedVegekakion fn=0.0401 L— Bottom 3.0 Width = 0.00 fk 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 I D I Bunch 150-75% 3.33 2.31 1.44 STABLE Soil Sandy Loam 0.035 0.211 0.17 UNSTABLE ■ North American Green ECIVIDSVer_ian 4.3 - Channel Protection Design: Output Fcm7 — ❑ File Specifications Options Help ENGLISH. ATI IUSER 7/12/2022 11:03 AM .tin,{. HYDRAULID RESULTS Discharge Peak Flaw Velocity [fps] Area (sq.fk) Hydraulic Normal SC150 (n=0.027) (ft) I I cfs Period hrs Radius fk Depth M L— Bottom 3.0 Width = 0.00 fk 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 SC150 Unvegekaked 2.00 1.99 1.01 STABLE Staple D ■ North American Green ECM DS Version -03 - Channel Protection Design, Output Form File Specifications Options Help HYDRAULIC RESULTS Discharge Peak Flow Velocity (fps) Area (sq.ft) Hydraulic Normal cfs Period hrs Radius fk De kh ft 49.5 0.5 1.88 26.34 1.41 2.88 r Rock Riprap (n=0.070) I I S = 0.0050 1 L Bottom 1 3.0 Width = 0.50 fk 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 Rock Riprap Unvegetated 2.67 0.90 2.97 STABLE Bin Ditch #30 North American Green ECIVIDSVersion 4.3 - Channel Protection Design: Output Farm — ❑ File Specifications Options Help ENGLISH. USER 711212022 1103—AM HYDRAULIC RESULTS Discharge Peak Flow Velocity [fps] Area (sq.ft) Hydraulic Normal cfs Period hrs Radius fk DeLLEL 0.8 0.1 2.23 0.36 0.16 0.35 Unreinforced Vegetation (n=0.040) L- B ottom 3.0 Width = 0.00 fk 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 D I Bunch 50 75 3.33 0.06 3.06 STABLE Sail Sandy Loam 0.035 0.079 0.44 UNSTABLE ■ North American Green ECIVIDS Version 4.3 - Channel Prctecticn Design: Output Fern? — ❑ File Specifications Options Help ENGLISH. USER 7/1212 222 11:04AM HYDRAULID RESULTS Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.ft) Hydraulic Radius fk Normal DeLLEL 0.8 0.1 1.75 0.46 0.18 0.39 S 75 (n=0.055) L- B okkom 3.0 Width = 0.00 fk 3.0 Not to Scale Reach Makking Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (Psf) Calculated Shear Stress (Psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight S75 Unvegekaked 1.55 0.97 1.59 STABLE Staple D Ditch #31 hjNorth American Green ECIVIDSVer_icn 4.3 - Channel Protection Design. Output Form — ❑ File Specifications Options Help ENGLISH. USER 7712/20 2 F11:04AM HYDRAULID RESULTS Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.fk) Hydraulic Radius fk Normal DeELLL 0.6 0.1 3.25 1.11 0.29 0.61 Unreinforced Vegetation (n=0.040) L- B okkom 3.0 Width = 0.00 fk 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 I D I Bunch 150-75% 3.33 1.52 2.19 STABLE Soil Sandy Loam 0.035 0.139 0.25 UNSTABLE North American Green ECMDSVersion 4.3 - Channel Protection Design, Output Farm — ❑ File Specifications Options Help ENGLISH. IUSER I 711212022 11:0 AAM HYDRAULIC RESULTS Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.ft) Hydraulic Radius fk Normal DeELLL 3.6 0.1 2.70 1.34 0.32 0.67 LIIMLfZ RLJIJL 1 J S 150 (n=0.051) L— Bottom 3.0 Width = 0.00 fk 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible SheStress Calculated Shear Stress Safety Factor Remarks Staple Pattern Phase Class Type Density Straight 5150 Unvegekaked 1.75 1.67 1.05 STABLE Staple D Ditch #32 LINorth American Green EChADS Version 4.3 - Channel Protection Design, Output Form — ❑ File Specifications Options Help NGLISH. IUSER HYDRAULI Q RESULTS Discharge Peak Flow Velocity (fps) Area (sq.fk) Hydraulic Normal cfs Period hrs Radius fk 1 De kh fk �4.3 0.2 5.82 4.17 1 0.55 0.89 A 2/2022 111:08 AM U nreinforced Vegetation (n=0.040) L— Bottom 3.0 Width = 2.00 fk 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 D I Bunch 150-75% 3.33 3.06 1.09 STABLE Soil Sandy Loam 0.035 0.280 0.13 UNSTABLE Furth American Green KMDS Version 4.3 - Channel Protection Design, Output Farm File Specifications Options Help ENGLISH. JUSER 11f112022 0407PM HYDRAULIC RESULTS Rock Riprap (n=Q057) Ik k k S= 0.0550 1 Bottom - 1 3.0 Width = 2.00 fk 3.0 LINER RESULTS Not to Scale Discharge Peak Flow Velocity (fps) Area (sq.fkJ Hydraulic Normal cfs Period hrs Radius fk De kh ft 24.3 0.5 3.01 B.OB 0.77 1.34 Reach Matting Type 5ta6ilityAnalysis Vegetation Characteristics Permissible Shear 5kress fl3s0 Calculated Shear Stress fl3s0 Safety Factor Remarks Staple Pattern Phase Class Type Densiky Straight Rook Riprap Unvegekaked 2.67 4.60 0.58 UNSTABLE Bin Ditch #33 PJcith American Green ECFr9D5'Ver=_icn 4,3 -Channel Prctecticn Design: Output Fcrn7 — ❑ File SpeaifiaaticnE OpticnE Help FEN GLISH. USER 711212022 1110AM HYDRAULIC RESULTS Discharge cfs Peak Flaw Period hrs Velocity(fps) Area (sq.fk) Hydraulic Radius fk Normal De kh fk 24.0 0.2 2.39 10.04 0.87 1.83 Unreinfarced Vegetation [n=0.040] L- B akkam 3.0 l+,fidkh = 0.00 fk 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 Unreinfarced Vegetation D Bunch 3.33 0.57 5.83 STABLE Sail Sandy Loam 0.035 0.052 0.67 UNSTABLE North American Green ECIVIDS Version 4.3 - Channel Prctecticn Design, Output Fcrn7 File Specifications Options Help ENGLISH. USER 711212022 11:0 AAM HYDRAULIC RESULTS Discharge Peak Flow Velocity (fps) Area (sq.fk) Hydraulic Normal ofs Period hrs Radius fk Depth fk �4.0 0.2 3.01 7.97 0.77 1 1.63 n S 75 (n=0.029) L— B okkom 3.0 Width = 0.00 fk 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 S75 Unvegekaked 1.55 0.51 3.05 STABLE Staple D Ditch #34 allorth American Green ECMDSVersion 4.3 - Channel Protection Design, Output Farm — File Specifications Options Help ENGLISH. IUSER 7/1212 222 11:11 AM HYDRAULIC RESULTS Discharge Peak Flow Velocity (fps) Area (sq.fk) Hydraulic Normal cfs Period hrs Radius fk DeELLL 17.1 0.2 2.20 7.78 0.76 1.61 Unreinforced Vegetation (n=0.040) L— B okkom 3.0 Width = 0.00 fk 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 D Bunch 50-75% 3.33 0.50 6.63 STABLE Soil Sandy Loam 0.035 0.046 0.76 UNSTABLE 11 Ncrth American Green ECIVIDS Version 4.3 -Channel Prctecticn Design: Output Fcm7 - ❑ File Specifications Options Help FEN GLISH. USER 7/1212 222 11:11 AM HYDRAULID RESULTS Hydraulic Normal S75 (n 0.033) Discharge Peak Flow Velocity (fps) Area (sq.fk) cfs Period hrs Radiusfftl DeLLEL 17.1 0.2 2.56 6.67 0.71 1.49 9 = 0.0050 kiF M1�¢. k+F+ M1�¢. kk+FM1�¢. kk+FM1�¢.• kkiFM1�¢.• kkiFl�tr.• s. Bottom __J rh h+ hf hf hf h 3.0 Width = 0.00 ft 3.0 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 (psf) (psf) Straight S75 Unvegekaked 1.55 0.47 3.33 STABLE Staple D Ditch #35 0 North American Green ECIVIDS' er_icn 4.3 - Channel Pretecticn Design.. Output Fcm7 File Specifications Opticn= Help ENGLISH. USER 711212022 11:13AM M HYDRAULID RESULTS Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.fk) Hydraulic Radius(ft) Normal DeELLL 0.8 0.1 1.02 0.78 0.24 0.51 - ❑ Unreinforced Vegetation (n=0.040) B okkom 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 D I Bunch 150-75% 3.33 0.16 20.89 STABLE Soil Sandy Loam 0.035 0.015 2.41 STABLE Ditch #36 LjNorth American Green ECIVIDS Version 4.3 -Channel Protection Design, Output Form - ❑ x File Specifications Options Help ENGLISH. USER 7112 02022 1113AM HYDRAULIC RESULTS Discharge Peak Flow Velocity (fps) Area (sq.ft) Hydraulic Normal V- jv (cf:31 Period hrs Radius fk Depth fk h.0 0.1 1.00 0.92 1 0.26 0.55 Unreinforced Vegetation fn=0.0401 L- B okkom 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 D I Bunch 50-75% 3.33 0.17 19.29 STABLE Soil Sandy Loam 0.035 0.016 2.22 STABLE Ditch #37 J1Ncrth American Green ECIVIDS Version 4.3 - Channel Protection Design, Output Form — ❑ File Specifications Options Help ENGLISH. USER 711212022 1114TAM HYDRAULIC RESULTS Discharge Peak Flow Velocity (fps) Area (sq.fk) Hydraulic Normal cfs Period hrs Radiusfftl DeELEL h 4.1 0.2 2.09 6.74 0.71 1.50 Unreinforced Vegetation (n=0.040) L- B okkom 3.0 Width = 0.00 fk 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 6kraighk Unreinforced Vegetation D I Bunch 150-75% 3.33 0.47 1 7.12 1 STABLE Soil Sandy Loam 0.035 0.043 1 0.82 1 UNSTABLE ■ North American Green ECI IDS Version 4.3 -Channel Protecticn Design, Output Form — ❑ File Specifications Options Help ENGLISH. USER 711212 222 11:15AM HYDRAULID RESULTS Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.fk) Hydraulic Radius fk Normal De kh fk [14.1 0.2 2.35 6.00 0.67 1.41 S75 (n=0.034) L- Bottom 3.0 Width = 0.00 fk 3.0 LINER RESULTS }`�' M si 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 S75 Unvegekaked 1.55 0.44 3.51 STABLE Staple D Ditch #38 North American Green ECIVIDS Version 4.3 - Channel Protection Design, Output Farm — ❑ File Specifications Options Help ENGLISH. USER 7112120 22 11:15AM HYDRAULID RESULTS Discharge Peak Flow Velocity (fps) Area (sq.fk) Hydraulic Normal cfs Period hrs Radius fk De kh ft [13.4 0.1 2.07 6.49 0.70 1.47 Unreinforced Vegetation (n=0.040) L- Bottom 3.0 Width = 0.00 fk 3.0 Not to Scale Reach Makking 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 D Bunch 50-75% 3.33 0.46 7.26 STABLE Soil Sandy Loam 0.035 0.042 0.84 UNSTABLE ■ North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. JUSER 7112 202 F11:16AM HYDRAULIC RESULTS Discharge cfs Peak Flow Period hrs Velocity (fps) 1 Area (sq.fk) Hydraulic Radius fk Normal De kh fk h 3.4 0.1 2.30 5.83 1 0.66 1.39 n El x S75 (n=0.035) L— Bottom 3.0 Width = 0.00 fk 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 S75 Unvegekaked 1.55 0.44 3.56 STABLE Staple D DITCH #39 ■ North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ File Specifications Options Help ENGLISH. USER 711212022 11 HYDRAULIC RESULTS Discharge Peak Flow Velocity (fps) Area (sq.fk) Hydraulic Normal cfs Period hrs Radiusfftl DeLLEL 03.4 0.2 2.60 12.87 0.98 2.07 Unreinforced Vegetation (n=0.040) L— Bottom 3.0 Width = 0.00 fk 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 Skraighk Unreinforced Vegetation D Bunch 50-75% 3.33 0.65 5.15 STABLE Soil Sandy Loam 0.035 0.059 0.59 UNSTABLE ■ North American Green ECIVIDS Version 4.3 -Channel Protecticn Design: Output Form — ❑ File Specifications Options Help ENGLISH. USER 71121 0022 1117AM HYDRAULIC RESULTS Discharge Peak Flow Velocity (fps) Area (sq.fk) Hydraulic Normal cfs Period hrs Radius fk DeELEL 03.4 0.2 3.56 9.38 0.84 1.77 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 S75 Unvegekaked 1.55 0.55 2.81 STABLE Staple D North American Green ECM IDS Version 4.3 - Channel Protection Design, Output form 0 111 File Specifications Options Help I ENGLISH. USER j 11A1 0022 0305PM HYDRAULIC RESULTS Discharge Peak Flow Velocity (fps) Area (sq.ft) Hydraulic Normal cfs Period [hrsl 1 Radius fk Depth ft 15.1 0.5 1.22 1 12.39 0.97 1.95 Rock Riprap (n=0.084) S = 0.0050 1 � Bottom � 1 3.0 Width = 0.50 fk 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 Rock Riprap Unvegekaked 2.67 0.61 4.38 STABLE Bin