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Home My WebLink AboutSW6220101_Design Calculations (Swale)_202206141070 — Woodshire Subdivision Phase 7 Ditch #1 kjNorth American Green ECMDSVersion 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH, 1USEFl 3181r 2022 f 03:33 PM HYDRAULIC RESULTS Discharge ds Peak Flow Period his Velocity(tpsj Area (w.IQ Hydra4c Radius t) Normal Depth Rill 4,1 0-3 1 2.72 1 1-51 1 0-34 0-71 LINER RESULTS Unreinforced 1 5\3 1 � � 1 3A Bottum Width = 0.00 R 3.0 Not to Scale Reach Matting Type StablityAnalysm Vegetation Characteristcs Permissple Shear Sties: [psll Calwlated Shear Stress Ipal) 3afetyFactor Remarks Staple Pattern Phase Class Type Density Straight tlnre"mced Vegetation 0 Bunch 50.75% 3-33 1-02 3.28 STABLE Soil Sandy Loam 0.035 0,093 0.38 UNSTABLE ■ North American Green ECMDS Version 4.3 - Channel protection Design, Output Form File Specifications Options Help £NGLISH- IQUICK 11/11/2021 1D57AM Discharge da Peak Flow Velocity [fps] Period s Area (wJtj Hrdtaulic Radius ft Namat D h ft k.4 0.3 1 1.48 1 1,62 1 0.35 0.73 S75 In=),050) S - 0.0100 1 Bottom 1 lAridlh = 0.00 it A3. Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Petm ssUe Shear Stress W) Calcaated Shea Stress W) SaFety Factor Remaks Staple Pattern Phase Class Type Density Straight S75 Unvegetated 1.55 0-46 3.38 STABLE Staple D .� , .r:..,..... tee:,......-rr;..,..., re:....... ae:.,.... �:......, .r.:..,.. 'ae.:,.,.. •�r:..:rt;. 'mot., .... �:..;i ,a:. � �r *More robust matting used per DEQ request, using SC150BN Ditch #2 North American Green ECNIDS Version 4.3 - Channel Protection Design, output Form File Specifications Options Help NGUSH. USER 12022 lOa45PMI HYDRAULIC RESULTS Dischmge cis Peak Flow Period hrs Veloaly(fpsJ Area [sift] HydraAo Radius t Normal D h l R8.5 0.3 I Z50 1 11.42 1 M 1 1.75 LINER RESULTS Urreafaced Vegetaton In-GO40] S.ROM 1 Bottom Ln Width = 1.00 ft Not to Scale Reach Matlirg Type Stab&yAnatysis Vegetation Characterislics Pewass"e Shear Stress [Psi] Calculated shear Stress (psf] Safety Factor Remarkc StaplePatlern Phase Class Type Densely Straight Un Wotced Vegetation D I Butch 50.75% 3.33 0.56 5.96 STABLE Sal Sandy Loam 0.035 0.051 R99 UNSTABLE North American Green ECMDS Version 4.3 - Channel protection Design, Output Form File Specifications Options Help NGUSH. QUICK I 31812022 03:45 Ph1 HYDRAULIC RESULTS Peak Flow Vebcity {fps] Area (sq.ft] Hydraulic Normal Discharge cfs Period Rrs) Rach ft Depth ft �8 5 0.3 1 3.08 1 9.24 0.63 1.60 LINER RESULTS Width to� 00 ft Not to Scale Reach Matting Type Staple Pattern Stability Analysis Vegetation Characteristics PetmissiUe Shear Stress io) Calculated Shea Stress (luf) Safety Factor Remarks Phase Class Type Density Straight S75 Unvegetated 1.55 0.50 3.11 STABLE Staple 0 *More robust matting used per DEQ request, using SC150BN 10:1 SLOPES n I Jorth American Green ECMDS Version 4.3 - Slope Protection Design, Output Faun File Input Mode Specifications Run Options Help ENGLISH. QUICK ITEMPGRARY 117I172021 11.20AM Country I United States State/Region North CaioFw City Fay,� Slope Gradient - 101 Annual R Factor 300 Total Slope Length [it] 30 0 Protection Type ANMateria4 Proteclion Period [months[ 9 Beginning Month January S751Ci-GOB31 Adjusted R Vatue 264- 30 Slope Gradient [H;T] 10 Soil Type I SardyL. K FdCt01 0.19 Not to Scale Soil toss T oleranca [inJ 10.25 Reach Cum. Dist. Material Vegetation Type Growth Habit Density ASL bare (in) ASL mat [in) MSL bare (in) MSL mat (n) I SLT (in) SF Remadcs Staple Begin (f!] End (it) 1 D 130 S75 0.191 0-016 CA10 0-M 0.25 9721 STABLE C 2 3 0 130 Composite 0.191 0016 3:1 SLOPES ® North American Green ECMDS Version 4.3 - Slope Protection Design, Output Form File Input Mode Specifications Run Options Help ENGLISH. IQUICK TEMPDRARY 1l11l2D21 1111 AM Country I Urded States S tatelFlegi on INorthCwolina City Fayeltevlle J Slope Gradient 11 4nnual R Factor 300 Fatal Slope Length (it) Ill 0 Noteclion Type I All Materials Protection Period [months] 9 Beginning Month Ijanvafy S75 [C-0.0291 4djusted R Value 264. 10 Slope Gradient (11:1) 3 Soil Type ISarcr Loam J K Factor 519 Not to scale Sal Loss Tolerance (in) 0 25 Reach Cute. Dist. Material Vegetation Type Gr0w1h Habit Density ASL bare (in) ASL mat (in) MSL bare (in l MSL mat [in) SLT (in) SF Remark: Staple Begin (it) End W3 1 0 1D S75 0.406 0-012 D487 DD14 025 17116 STABLE C 2 3 0 10 Composite I A406 0.012 North American Green ECMDS Version 4.3 - Slope Protection Desigry Output Form File Input Made Specifications Run Options Help NGLISH. WICK TEMPORARY 1 1/11/2021 1:35AM =ountry I United States ; Iat e1R eg ion N orth Carat rta :ity I Fayetteville Slope Grader! • 3:1 %nnual R Factor 13M Fo[at Slope Length [1t] I 50 0 'rotection Type AI]Materials 7-1 'rotection Period [months] 143 3eginning Month January 5150[C-0112] 4djusted R Value 264- 50 dope Gradient (HA) jj ;oil Type I Sandy Loam C Factor 0-19 Not to Scale ;ail Las: Tolerance (in) 1025 Reach Cunt. Dist. Material ` egin E nd I [hl (II] 2:1 SLOPES Vegetatien Type Growth Habit Density ASL bare [in] ASL mat (in) MS€ bare [in) MSL mat [in] SLT (in) SF Remarks Staple 1.022 0123 1.766 0.212 0.25 1.180 STABLE D Composite 11.022 A723 ® North American Green ECMDS Version 4.3 - Slope Protection Design, Output Form File Input Made Specificatiors Run Gptions Help NGLISH- QUICK ITEMPORARY 11/11/2021 1129AM Country S tatelRegian City annual R Fa0t0F Total Slope Length [it] protection Type Protection Period [months] Beginning Month 4djusted R Value 51ope Gradient [H:1] Soil Type { Factor Sail Loss Tolerance (in) United States North Carolina Fayetteville 3W 3D All Materials S Jaruary 26411 Sandy Loam 0.1 g 0-25 Slope Gradent = 2:1 D 5150 (CA-al31) 30 Not to Scale Reach Cum, Dist. Materiel Vegetalion Type Growth Habit Density ASL bare (in) ASL mat [in) MSL bare (in) 145111- mat [in] SILT (in) SF Remarks Staple Begin (tt) End I "tl 1 0 3Q 5150 0.922 [021 1.612 0,211 0.25 1.186 STABLE D 2 3 0 30 Compo3ite 0-922 0-121