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Home My WebLink AboutSW6210601_Design Calculations (Ditch)_202110081656 — Graceland Subdivision EC Matting Calculations Ditch #1 ■ North American Green ECNIDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. IUSER I 812512021 DTD6 PM HYDRAULIC RESULTS Discharge ds Peak Flow Period Vdaaly [fps] Area Isq.ftj Hydraulic Radio It Normal D ft 'A 0-1 1 1.28 1 1.08 0.26 0.35 LNER RESULTS Unreirdorced 5 ¢ 0.0075 t t�iidth = TOO It � 1 Not to Scale Reach Matting Type Staple Pattern 3 lability Analysis Vegetation Characteristics PermwaAe Shear Stress [Psfl Calculated Shear Stress (Psp Safety Factor Remarks Phase Class Type Density Straight Unreinforced Vegetation D Bunch 50.75% 3.33 0,17 20,14 STABLE Soil Sand 0,020 0.018 1,12 STABLE Ditch #2 ■ ?I North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. USER 812512021 U1 PPM Discharge cfs I Peak Flow Period his VelodtyUps) Area (sq.ft) Hydraulic Aadw ft Normal Depth ft 4.5 1 0.5 1 1-75 1 2-58 1 0-42 0-65 7 Unreinforced S 1 Bottom 1 3.6 Nrrdth = 2.00 ft 3.0 Not to Scale Reach Malting Type Staple Pattern Stability Analysis Vegetation Characteristics Permissible Shear Stress (Pd) CaWated Shear Stress W) Safety Factor Remarks Phase Class Type Density Straight Unreinforced Vegetation i3 I Bunch 50-75% 3.33 0.28 11,70 STABLE Sal Sand 0.020 0-031 0.65 UNSTABLE North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. IQUICK 2512021 1021OPM1 HYDRAULIC RESULTS ❑ischarge Peak Flow Vebcty (fps] Area (sq-ft] Hyt1 atric Normdl cfs) Period [hrsI Radiu ftDeffih lit )4.5 I a 1 1.48 1 3.03 1 0.46 1 A73 3 Wodh-2 00 R 3.0 Not to Sale h4atlirrg Type Vegetation Characteristics Reads StabktyAnalysis Pemissible Calculated Safety Factor Remarks Slapk Pattern Phase Class Type Density Shear Stress Sheen Stress (PSI) [PSI) Straight S75 Urivegetated 1.55 U2 4.89 STABLE Staple D Ditch #3 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help :ENGLISH. IUSER 1 2021 11:17AM HYDRAULIC RESULTS Discharge c!s I Peak Flow Period s Vebdy(fps] Area [aq.ft) Hydraulic Raclrugftj I Normal Depthifil R7 1 0.5 1 1.50 1 2.47 1 0.43 1 0.83 LINER RESULTS Width t 0 50 R Not to Scale Reach Matti g Type Stability Analysis Vegetation Characteristics Pemisg* Shear Stress fpsf) Calculated Shear Stress (0) Safety factor Remarks Staple Pattern 17D lass Type Density Straight Unreirlomed Vegetation Bunch SO.75% 333 026 12.89 STABLE Soil Sandy Loam 0.035 0.024 1.48 STABLE Ditch #4 M North American Green ECMDS Version 4.3 - Channel Protection Design, Output Farm File Specifications Options Help IENGUSH. IUSER 8125r"l 0312 PM Discharge Ws) Peak Flow Velo0y Ifps PeuodOvs] Area (sq.R) Hydraulic Radius[R] Normal Depth[R] 3.e 0.5 1 1.51 1 2.52 0.43 R84 M""giggg Bottom 3.0 Width=0.50ft 3. Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permi=Ne Shear Stress (pst) Caloulated Shear Stress (psfl Safety Factor Remarks Staple Pattern Phase Class Type Dem ity Straight Urxainforred Vegetation D Bunch 5075d 3.33 0.26 12.75 STABLE Soi Sandy Loam 0.035 0024 1.47 STABLE *Matting included on plans at request of NCDEQ Ditch #5 kjNorth American Green ECMDS Version 4.3 - Channel Protection Design, Output Farm File Specifications Options Help ENGLISH_ USER v1 /2021 03:27PM Discharge cfs Peak Flow Velocity (fps) Period hrs Area (sq.ft) Hydraulic Radars ft Normal D h ft 6 01 1.71 1.52 0.31 0.45 IIILZI;4=;lA;1%W Unreinforced S=0.0100 1 L Bottom J 1 3.0 Width = 2.00 ft 3.0 Not to Scale Reach Matting Type Staple Pattern StahilityAnalysis Vegetation Characteristics Permissible Sheaf Stress Calculated Sheaf Stress(psf) (psi)Straight Safety Factor Remarks 71) lass Type Density Unreinfarced Vegetation IBunchI50.75% 3.33 0.28 11.79 STABLE Soil Sandy Loam 0.035 G026 1,36 STABLE *Matting included on plans at request of NCDEQ 0 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH, USER I 18125/Ml 03:34 PM Discharge cfs Peak Flow Period lrs =(fps Area [sq.ft] Hyd &Ac R I Normal Depth 110 7.5 0.5 1 1.77 1 CM 0.55 1 0.90 LINER RESULTS Unreiirnlorced S = 0-D050 1 1 8ott i Width orT00 R Not to Scale Reach Matting Type StabiliryAnalysis Vegetalion Characteristics Permissible shear Stress fPsfl CalcuLied Shear Stress (pd) SafetyFactat Remarks Staple Pattern Phase Class Type Density Straight Unreinfomed Vegetation D I Bunch 50.75 a 3.33 0-20 11.83 STABLE Sod Sandy Loam 0-035 0-026 1.36 STABLE � �..r,;v[rr�-e'_•-..r:. +:� �' •,,�r�;.�x I'_"'s�`�,r:_.�.r,r �;��i" *�'�.,:,,:►s;,"A_r�".� ►�,".!'.,�:rR-�, *Matting included on plans since ditch outlets to wetlands Ditch #7 0 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH- IUSER 1 1812512021 03:47 PM . Oil pi Discharge cis Peak Flow Period Ihmil Vebc4 (fps) Area [sq,h) Hydraufc Radiu f! Normal D It 3.7 03 1 1.46 1 2-53 1 0.42 0-64 LINER RESULTS Unrerrdorced S' °•005°� 1 1 l+lydh!o204Ri Not to Scale Reach Matting Type StabOyAnalysm Vegetarian Characteristics Pemxssible Shear $tress [p8fl Calculated Shear Stress [Psf] Safety Factor Remarks Staple Pattern Phase Clasr Type Density Straight Uraeinferced Vegetation D Bunch 50-75.4 3.33 U.20 18.60 STABLE sod Sandy Loam 0.035 0.018 1.91 STABLE *Matting included on plans at request of NCDEQ Ditch #8 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. IUSER /2512021 0353PM HYDRAULIC RESULTS Discharge Peak Fbw VebciSy[fPsl Area [sq.H] Hydraulic Normal lots) Period sI R R Depth k p.8 0.5 1 1.91 4.09 0.54 0.88 Unreinforced 5 - 0.0080 1 L f 1 3.0 Wdh=200It 0 Not to Seale Reach Matting Type Staple Pattern StabdiiyAn*dy Vegetation Chatactetislics Permissible Shear Stress [PA Calculated Shear Stress (pso Safety Factor Remarks Phase Gass Type Density Straight llrxerFarced Vegetatim D mc Brh 5075✓°. 333 0.33 10.10 STABLE Sal Sandy Loam 0.D35 0.030 1.16 STABLE Ditch #9 0 North Arnerican Green ECMDS Version 4.3 - Channef Protection Design, Output Form File Specifications Options Help ENGLISH. JUSEM 0,125=1 03:55 PM Discharge ds Peak Flow Period hs Velocity (fps) Area (sq.lt) Hydrauic Radus ft Normal D lh fl 4.6 1 0.5 1 2.4B 1 1.86 0.35 0.52 [na0.040] S - OA180 1 Bottom J 1 3.0 Width = 2.00 It 3.0 Not to Scale Reach Matting Type Staple Pattern StabkvAnalysis Vegetation Characteristics Permissible Shear Stress (Psfl Calculated Shear Stress (as1) Safety Factor Remarks Phase Class Type Derisky Straight Unenforced Vegetation D I Bunch 50.75% 3.33 0.59 5.69 STABLE Sal Sandy Loam 9.035 0.053 0.66 UNSTABLE North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGUSH. JQUICK I2 57 PM HYDRAULIC RESULTS Discharge cfs Peak Flow Period his Velocity lips) 1 Area lsgft) Hydrauic Radius ft 1 Normal Depth ft 4.6 0.5 203 1 2.27 0.39 0.60 Ln Widd 2 00 It Not to Scale Reach Mattirg Type Staple Pattern StabitlyAnalysis Vegetation Characteristics Perr issihle Shear Stress (psf) Calculated Shear Stress 1psf) Safety Factor Remarks Phase Bass Type Density Straight S75 Unvegetated 1.55 OL67 2.31 STABLE Staple D Ditch #10 North American Green ECMUS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGUSH. 1USER 1 IV25=1 Msspml Discharge Peak Flow cIs Period his Vebcity fps Area(sq.ft) Hydraufc R ft Normal D h ft a 236 1.52 G31 0.45 UrreinForced S - 0.0190 WidMMCC It Not to Scale Reach Matting Type StabiityAnaiysis Vegetation Characteristics Permissible Shear Stress (PA Calculated Sheat Stress IPsfl Safety Factor Renwtks Staple Pattern Phase Gass Type Density Straight UnreWoraed veget I D Bum 50.75% 3.33 0.54 6.19 STABLE Sall Sandy Loam 0.035 0.049 0.71 UNSTABLE i . North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form 1 File Specifications Options Help ENGUSH. UICK 8/25/2021 00 PM HYDRAULIC RESLtLTS i Discharge Peak Flow Velocity (fps) Area Isglt) HydraWc Normal cls Period s Rados t D th R 3 6 D.3 1.89 1.0 0.36 D.53 I S 75 [n=0.054) LTD Wily2.00it Not to Sale Reach Matting Type 5 tabtkty Analysis Vegetation Characteristics Permissbk Shear Stress (pso Calculated 51" Stress IN) Safety factor f emarks Staple Pattern Phase Class Type Density Straight 575 Unyegetated 1.55 R63 2.47 STABLE Staple D Ditch #11 . North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH, USER 6I2512021 :03 PM HYDRAULIC RESULTS Discharge Peak Flow Velocity (fps) Area [sq.tt) Hydraulic Normal (cfsj Period Fis) R ft Oepkh(it) 3.0 1 0.5 1 1.15 1 2.61 1 0.42 1 0.66 LInreWOMed S - OM30 1i Bottum Width - 2.00 it Not to 57ale Reach Matting Type 5t"yAr)*gis Vegetation Characteristics Permisvi Shear Stress Ipsf) Catsdated Shear Sttess (Psf) SafetyFactot Remarks Staple Pauem Phase bass Type Densely Straight Urueinf=ed Vegetation D $ouch 507ns/e 3.33 0.12 27.Ofi STABLE Sal Sandy Loam 0.035 3.011 3.12 STABLE M North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. IUSES 8125rml 05 PM HYDRAULIC RESULTS Discharge cfs Peak Ftaw Period hrs elocity (fps) Area [sgkt) Hydraulic Radius tt Normal Depth (It) 2.9 0.5 h.14 2.55 0.42 0.55 LINER RESULTS Unreinforced 5 - Q0030 Bottom 1 Width - 2.00 ft 1 Not to Scale Reach Matting Type Staple Pattern StabAyAnalysis Vegetation Chafacleiistics Permissible Shear Stress )psf) Caiculaied Shear Stress [pal) Safety Factor Remarks Phase Class Type Density Straight Unreinlorced Vegetation I D I Bunch 50-75. 3.33 0.12 27.51 STABLE Soil Sandy Loam 0-035 Roil 3.17 STABLE Ditch #13 [l North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. USER 8125l2D21 04:07 PM a M i Discharge cfs Peak Flow Period his Vebc'rty [fps) Area [sq.fr) Hydraulc Radiu R Normal DeVh It 1 33.4 0.5 1 0.35 1 9.96 0.86 1.52 LITTER RESULTS Unreinfwced Vegetation (n=0.040) 5 - 0.01 DD 1 lYr Bo tot 00 it 1 Not to Scale Reach Matting Type StabilikyAnalysis Vegetation Characteristics Permissible Shear Stress (pal) calculated Shear Stress [psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Un reinforced Vegetation ❑ I Bunch 50.75% 3.33 0.95 3.51 STABLE Soo Sandy Loam 0.035 OA86 0.43 UNSTABLE 0 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH.[QUICK Fv12021 5Z=00 PM Discharge cfs Peak Flow Period N$ Vebo* Pptj Area (sqR) I Hydraulic Radio ft I Normal Depth R 33.4 0.5 3.77 8.86 0.81 1.42 S7: (n=0.034] Ln ',Nidth = 2.00 It 3.0 Not to Scab Reach Matting Type tabiflyAnosis Vegetation Charactaristics Permissible Shea Shess fpsfl CaVA"ed Shear Stress fpsfl Sat* Factor Remarks Staple Pattern Ffuse bass Type Densrly ouaight S75 Unvegetated 1.55 0.88 1.75 STABLE Staple D Ditch #14 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. IUSER I F/25/2021 04:10 PM Discharge cfs Peak Flow Period hrs relocity [fps] Area (sqA) I Hydrauk RaduWtl Normal I D It 33.8 1 0.5 3.50 F 329 F 0.83 1.47 LINER RESULTS Unreinforced S-0.0120 1�1 Bottom 3.0 Width = 2.00 it, Not to Scab Reach Mattrng Type SZab&yAnaWs Vegetation Characteristics Permissible Shea Stress fps] Calculated Shear Stress (pd) Safety Factor Remarks Staple Pattern Phase Class Type Derrsky Straight Unre"mced Vegetation I D I Bunch 50.75% 3.33 1.10 3.03 STABLE Soil Sandy Loam 0-035 0-100 0.35 UNSTABLE M North American Green ECMDS Version 4.3 -Channel Protection Design, Output Form Fife Specifications Options Help ENGLISH. FUICK 87257ni 04:17 PM HYDRAULIC RESULTS Discharge cfs Peak Flow Period s Velocity [fps] Area (sq.ft] Hydrauftc Ra&u ft Norrrral Depth ft 1 33.8 1 G5 3.98 1 8.50 1 0.79 1.38 L Bottom 30 3.0 Width = 2.00 ft Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible SheaFSltrest (0) Calculated Shear Stress (psfl Safety Factor Remarks Staple Pattern Phase Class Type Density straight S75 Unvegetated 1.55 1.04 1.50 STABLE Staple D F .+?'2 y� F` r .: y) �' .-u•Y;� i :.,3 i• _Ytf sF ir'" { ,-'T 'P" %r .�'i �, �,,J,-0..-t Ditch #15 . North American Greg ECMDS Version 4.3 . Channel protection Design, Output Form File Specifications Options Help ENGUSH. USER 1251202i U21 PM HYDRAULIC SULT Mchaige ds Peak %w Period hrs Veloaty [Fps] Area (s4R) Hydraulic Fladu t Normal D F! 9.2 0.5 1 222 1 4.15 1 0.54 0.89 UrvantomedVegetaiion (n•0.040] 5 = 0.0080 1 wiB R.T 0 FE 1 Not to Scale Reach Mating Type Staple PaUetn Stability Analysis Vegetation Chataderisks Permissible Shear Stress (po) Calculated Shear Stress [PSI) Safety Factor Remarks Phase Class Type ❑en* 01raght Urreinforced Vegetaton D I Bunch 50.75d 3.33 0.44 7.50 STABLE Soil Sandy Loam OE035 0.041 OEBG UNSTABLE ■ North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH IQUICK 2512021 :24 PM YDRAU IC RESULTS Discharge Peak Flo- Velociiy[fps] Atea Isq.ftj Hydrac4ic Normal cts Period I KI I FlPt D(it] 92 1 0.5 1 2.0 4.53 1 0.57 0.94 S75 In=110451 L— Bottom 3.0 Width = 2.00 it LINER RESULTS NottoScale Malting Type- - - Vegetation Characteristics Reach Stability Analysis Pemussible Calccated Safety Factor Remarks Staple Pattern Phase Class Type Density Shear Stress Sheaf Stress (psf) U1 �haighl S75 llnvegetated 1.55 0.47 3.30 STABLE Staple D �'.6�'R1' ~``•- �.1•. _i:. yy .h•�p �-\{• r.�i'yy�� .�`�.A'ih.''. •. �`•.�i-�5.''. tii_at tip• •.aC�if' •.�lrf' :n7i�' .ad�rf'. 'at i5'. .is�t•. .�1-foS'_r .aCEi'::. i4. :::.. 0 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help — 0 x ENGUSH. IQUICK 251202I 5T27 PM HYDRAULIC RESULTS '' Discharge I Pe* Flow Veb* IlptI Area [sa•R1 I hydraulic Normal - cfs Period IN20 Radar f! De th ft S150 [n-0.051 ] _s A " & 9.2 0.5 3.35 2.74 0.44 0.68"' ter, S + 0.0400 Sk 7 M With �T R' LINER RESULTS Not to Scale Matting Type Vegetation Characteristics kr; Reach SlatnlityAnalysis Permissbe Calculated Safety Factor Remarks i:; ls• Staple Pattern Phase Class Type Densiry Shear Stress Shear $Gess [Pall [Part �Straight S150 Unvegetated 1.75 7.70 7.D3 STABLE Staple D M;t' *For short steeper run r'%: ,. L, 441 c a North Arerica n Green ECMDS Version 4.3 - Channel Protection Design, Output Form — X File Specifications Options Help ENGLISH. USER 8125120Q1 04:33 PM HYDRAULIC RESULTS Discharge cfs Peak Flow Period hrs Velocry(fps Area(sglt) Hydraulic Radk4tj Normef D 0 44.9 0.5 1 a17 1 14.19 1.03 1.87 Umeinfmced S,7 Not 10 Scale Reach Matting Type ilabililyAnalysis Vegetation Characteristics Permissible Shear Stress IPoJ Calculated Shear Slress (Psli Safety Factor Remarks Staple Pattern Phase Class I Type FDen* Straight Umeinforced Vegetation D BunchM 3.33 0.82 4.08 STABLE Sod Sandy Loam 0.035 0.074 0.47 UNSTABLE M North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X File Specifications Options Help ENGLISH. MILK 8/25/2021 04:33 PM HYDRAULIC RESULTS Discharge cfs Peak Flaw Period hrs Velooily(fps Area (sq.ft) Hydrad Radu It Normal Depth t 44.9 0.5 3.99 11.26 U.91 1.63 LINER RESULTS L_ Bottom 1 3.0 Width = 2.00 It 3.0 Not to Scale Reach Matting Type 5tabiFlyAnalysis Vegetation Characteristics Perrrmissible Shear Stress [Psf) Calculated Shear Slress [PSI) Safety Facia Remarks Staple Pattern Phase Class Type Density �Uaight S75 Unvegetated 1.55 0.71 217 STABLE Staple D North American Green ECMDS Version 4.3 - Channel Protection Design, Output form Fite Specifications Options Help ENGLISH. SfR 1 9725=1 04:34 PM HYDRAULIC RESULTS DischargeI Peak Flow y [fps] Area (s41t) I Hydraulic Normal (clsl I Period hrs Radius ft DegAh It 44.9 0.5 1 1 A5 1 24.33 1 1.35 Z53 L_ Bottom 1 3.0 Wkkh = 2.00 It 3.0 Not to Scale Reach Matting Type Staple Pattern StatxhtyAnalysis Vegetation Characteristics Permissak Shear Stress (psf) CalcWted Shear Stress (0) Safety Factor Remarks Phase Class Type Densty �traighl RockRiprap Unvegetated 333 1.11 am STABLE 1 Oin Ditch #17 ■ North American Green ECMDS Version 4.3 - Channel Protection Design, Output Farm File Specifications Options Help fNGIJSH. IUSER Far-,5i2w :37PM HYDRAULIC RESULTS Discharge Peak Flow Velocity [Fps] Area (sg.ft) Hydrauic Normal cfs Period s R t Depth 90 3.1 1 0.5 1.53 1. 2.02 1 0.39 1 R74 Urrew4orced Lore S�00r-o 1 1 Bottom Width = 0.50 ft Not to Scale Reach Matting Type Stahih2yAnalyi Vegetation Characteristics Perm�sNe Shear StFMS (psf)l Caletilated Shear Stress (P$f) Safety Factor Remarks Staple Pattern Phase Class Type Density �traight Unrelnforced Vegetation D 1 Bunch 50.750 3.33 0.28 11.99 STABLE Soli Sandy Loam 0.035 0025 1.38 STABLE North American Green ECMDSVersion 4.3 - Channel Protection Design, 0utput Form — ❑ X File Specifications Options Help ENGLISH. USER W12 2021 0440 PM Discharge [chi Peak Flow Period s Velocity[fps] Atea (sgR) Hydraulic Normal Radius R Depth Ytj 2.5 0-1 1 1-32 1 1.90 0-36 1 0.53 LINER RESULTS Jrwefnfaced 5=0.D05fl Bottom J 1 Width = 2.00 ft 3.0 Not to Scale Reach ir4att rg Type StatbityAnalysis Vegetation Characteristics Pet6ssbe Shear Stress (psfl Calculated Shear Stress Ipd) Safety Factor Rernarks Staple Pattern 17D lass Type Density �traight Unenforced Vegetation Bunch 50.75% 3-33 0-17 20-17 STABLE Sod Sandy Loam 0.035 0.015 2.32 STABLE Ditch #19 North American Green ECMDS Version 4.3 - Channel Protection Design, 0utput Farm — ❑ X File Specifications Options Help ENGLISH. IUSER I 8/25/2021 04:42 Ph9 Discharge cfs Peak Flow Period hrs Vebcrty [[psi Area (soft] I Hydrauk Ra"ftj Normal D I! 2.9 0.5 1 1,37 1 211 1 0.38 0L57 Unreinforced Vegetation In=0-04Q to uiidth - TOO It 3.0 Not to Scale Reach Matting Type ta6dityAnaysis Vegetation Characteristics Permissi6k Shear Strew (psf] Cak:Ldated Shear Stress (psf) Safely Facia Remarks Staple Pattern Phase Class Type Densizy straight Urneinlorced Vegetalion D Bunch 50-75% 3.33 R18 18.73 STABLE Sot Sandy Loam 0,035 0.016 2,16 STABLE Ditch #20 allorth American Green ECMDS Version 4.3 - Channel Protection Design, Output Farm — 0 X File Specifications Options Help ENGLISH. IUSER I lar6l2m 04:45 PM HYDRAULIC RESULTS Discharge fcftl Peak Flow Period M Velocity(fps) Area (M.ft) Hydr&AC I Radius It Normal Depth ft 5.8 0 5 1 1.73 1 3-36 1 0.23 0.41 Unreinfomed S = 0.D150 1 L Bottom 1 20.0 Width = 2.00 ft 10.0 Not to Scale Reach Malting Type Staple Pattern StabdrtyAnelysis Vegetation Characteristics Paimini6k Shear Stress (psf) CalcuWed Sheer Stress W) SafetyFactol Rernarks Phase Class Type Density �traight Unrein,arced Vegetation D Bunch 50-75% 3.33 038 8.65 STABLE Sal Sandy Loam 0.035 0.035 1.00 UtlSTABLE North American Green ECMDSVersion 4.3 - Channet Protection Design, Output Form File Specifications Options Help ENGLISH. QUICK 8/25/2021 04:45 PM HYDRAULIC RESULTS Discharge Peak Flow Velocity [fpsl Area (sq.ft) Hydraubc Norma, cfs Period Nr Radiu f! D Et 5.8 1 a.5 1.36 4.26 0.26 0.47 — ❑ X S7E [n-0.0551 L_ Bottom 1 20.0 ',#kkh = 2.00 ft 10.0 LINER RESULTS I Not to Scale Matting Type vegetation Characteristics Reach StabilityAnalyvs Permissble. Ca6ct,dated Safety Factor Remarks Staple Pattein Phase Class Type Density Shear Stress Shear Sues fpsfl [psfl Otraight S75 Unyegetated 1.55 0.44 3.52 STABLE Staple D U North American Green ECMDS Version 4.3 - Channel Protection Design, Output Farm — ❑ X Fife Specifications Options Help ENGLISH SER 8/25/2021 04:54 PM HYDRAULIC RESULTS Discharge Peal -,Flow Velocity ([ps Area (MR) Hydratdre Normal its Period hrs Radiu ft D h It .569 0.5 128 530.30 UnreWorced Vegetation (n-0.040) S = 0.0060 1 L Bottom 1 20.0 Width = 2.30 ft 10.0 Not to Scale Reach Matting Type Staple Pattern Stability Analysis Vegetation Characteristics Permissible Shear Stress (Psf) Calculated Shear Stress (Psq Safety Factor Rematks Phase Class Type Density Straight Urreinfoiced Vegetation LD I Bunch 50.75 0 3.33 0.20 16.59 STABLE Sa Sandy Loam 0.035 0,018 1.91 STABLE Ditch #22 E North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form Fife Specifications Options Help ENGLISH. IUSER 1 18126/2021 06:36AM HYDRAULIC RESULJrj Discharge Peak Flow Velodty(fps Area (sq.ft) Hydraulic Normal ifs Period hrs Radius ft Depth Ift) 8.1 1 0.5 1 2.27 1 3.56 1 0,24 1 0.43 Urreinf(xced S - 0.0250 1 1 L0 '.rlidlh r,00 It, —J0 Not to Scale Reach Matting Type StabityAnalysis Vegetation Chmacterialics Perrussak Shear Stress (Pst) Calculated Shear Shess (PA Safety Factor Remarks Staple Pattern Phase Class I Type Density �traight Unreirimced Vegetation D I Bunch 50.75% 3,33 0.66 5.02 STABLE Soil Sandy Loam 0.035 0.061 0-58 UNSTABLE . North American Green ECKVS Version 4.3 - Channel Protection Design, 0utput Farm File Specifications Options Help ENGLISH, JQUICK 8126120Q1 106313AMI Disd W t;Fs Peak Flow Velocity fps) Period s Area (sq.ft) Hydrariio R R Normal D h t 8A 0.5 1 1,-n 1 4.52 1 0.27 0.49 )Ui(N[ izzi MR1911111 IN L— Bottom 20.0 Width = 2.DO It 1 .0 Not to Sode Reach k1alti�g Type StabrlayAnalysis Vegetalien Characteristics Permissible Shear Stress (PSI) Calculated Shear Stress (PSI) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight $75 Unvegelated 1.55 0.76 2.D4 STABLE Staple D Ditch #23 E North American Green ECMDS Version 4.3 - Channel Protection Design, 0utput Farm File Spec fications Options Help ENGLISH. USER 12021 ia17AM Discharge cfs Peak Flaw Period his Velocity [fps] Area (sq.ft) Hydratlre Rados t Normal D ft 2.7 0.5 1 1.35 1 2.01 1 R37 0.55 Unreinforced S = D. D050 1 A'90.00It' , Not to Scale Matting Type Vegetation Characteristics Reach Stability Analysis Permissue CaWated Safety Factor Remarks Staple Pattern Phase Class Type Density Shear Stress Shear Stress (Ps►) ho Straight Unremforced Vegetation 0 isunchl5o.75% 3.33 0.17 19.41 STABLE Sad Sandy Loam 0.035 R016 Z24 STABLE