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1707 SCENIC DR SNO CO PUD 2025-07-28
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1707 SCENIC DR SNO CO PUD 2025-07-28
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Last modified
7/28/2025 1:12:50 PM
Creation date
7/28/2025 1:06:14 PM
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Address Document
Street Name
SCENIC DR
Street Number
1707
Tenant Name
SNO CO PUD
Notes
STORM DRAINAGE ADDENDUM
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SCENARIOS <br /> 'Facility Name Collector Trench <br /> alPredeveloped Outlet 1 Outlet 2 Outlet 3 <br /> Downstream Connection 0 0 0 <br /> P.Mitigated Facility Type Gravel Trench/Bed <br /> Run Scenario I 1— Precipitation Applied to Facility Quick Trench <br /> Fl FMFNTS —_ P[EvapaCro anAppledtoFacki <br /> 1,•„_,�i IFacility Bottom Elevation(ft) 0 <br /> ... <br /> :77'-^ r,7,.._,..,.r Facility Dimensions <br /> Outlet Structure <br /> 8 1) Trench Length 1200 Riser Height(It) J <br /> Trench Bottom Width 3 <br /> Effective Total Depth 5 Riser Diameter in) 12 _ '� <br /> 1dlM .�.�.. Bottom slope of Trench 0.01 Riser Type Flat <br /> f jq Y <br /> lull � Left Side Slope 0 Notch Type <br /> •lay Right Side Slope 0 <br /> - Material Layers for <br /> Layer 1 Thickness(It) 4 _ Orifice Diameter Height OMax <br /> Layer 1 porosity 0,3 Number (In) (Ft) (cis) <br /> Layer 2 Thickness(ft) 0 1 r—=-I I— _l 0 <br /> 9 [Layer 2 porosity 0 2 0 ., 0 <br /> 1` i Layer 3 Thickness(ft) 0 3 I--f0 — 0 <br /> LZ Layer 3 porosity 0 <br /> Trench Volume at Riser Head(acre-h) .050 <br /> Move Elements Infiltration YES -� Pond Increment 010 -- <br /> Measured Infiltration Rate(in/fu) 0.5 � J <br /> C�'Li - J Show Pond Table Open Table <br /> i 1-r> I. ._ .tion Reduction Factor <br /> J�� ,� Use Wetted Surface Area(sidewalls) YES --: <br /> Total Volume Infillrated(acre-ft) 19.885 Total Volume Through Facility(acre-It) 22.582 <br /> Save x,y Load x,y I i J I I Total Volume Through Riser(acre•ft) 2.697 Percent Infiltrated 88.06 <br /> x (n I <br /> Y )47 I <br /> UPPE€ PAD -- INFILTRATION THROUGH TRENCHES <br />
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