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2015-12-17_PERMIT FILE - C1981035A (9)
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2015-12-17_PERMIT FILE - C1981035A (9)
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Last modified
7/7/2020 3:01:52 PM
Creation date
1/12/2016 9:19:41 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981035A
IBM Index Class Name
Permit File
Doc Date
12/17/2015
Doc Name
Hydrology Sed Cad Model Basin to Sediment Pond KII
Section_Exhibit Name
KII Appendix 11(1) Sed Cad Model
Media Type
D
Archive
Yes
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SEDCAn 4 for Windows <br />r—,,HnM ioaa _,)nin E)—i� i c„ti.., h <br />10 <br />Left Right <br />Bottom <br />Freeboard Freeboard Freeboard <br />Limiting <br />Sidesiope Sideslope Slope (%) Manning's n <br />Width (ft) <br />Mult. x <br />Velocity <br />Ratio Ratio <br />Depth (ft) % of Depth (VxD) <br />(fps) <br />3.00 2.0:1 3.0:1 2.0 0.0250 <br />0.30 <br />1 6.0 <br />Erodible Channel Results: <br />SizzlchilprX-34 (lVij l) <br />Basin D flows into Culvert C-10 <br />.51nictu/e 1135(Culvert) <br />Culvert C-10 Flows into Culvert G8 <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) Slope (%) Manning's n Headwater (ft) Loss Coef. <br />(ft) (Ke) <br />167.00 1.24 0.0240 2.50 0.00 0.9( <br />Culvert Results: <br />Design Discharge = 4.06 cfs <br />Minimum pipe diameter: 1 - 15 inch pipe(s) required <br />Structure #29 (Culvert <br />Culvert C-8 Flows into Culvert C-7 <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) Slope (%) Manning's n Headwater Loss Coef. <br />(ft) {R) (Ke) <br />60.00 2.17 0.0150 2.50 0.00 0.9( <br />Culvert Results: <br />Design Discharge = 4.65 cfs <br />Minimum pipe diameter: 1 - 12 inch pipe(s) required <br />Filename: Basin A- Pond - Basin E.sc4 Printed 12-01-2015 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />3.01 cfs <br />Depth: <br />0.27 ft 0.57 ft <br />Top Width: <br />4.33 ft 5.83 ft <br />Velocity: <br />3.08 fps <br />X -Section Area: <br />0.98 sq ft <br />Hydraulic Radius: <br />0.221 ft <br />Froude Number: <br />1.14 <br />SizzlchilprX-34 (lVij l) <br />Basin D flows into Culvert C-10 <br />.51nictu/e 1135(Culvert) <br />Culvert C-10 Flows into Culvert G8 <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) Slope (%) Manning's n Headwater (ft) Loss Coef. <br />(ft) (Ke) <br />167.00 1.24 0.0240 2.50 0.00 0.9( <br />Culvert Results: <br />Design Discharge = 4.06 cfs <br />Minimum pipe diameter: 1 - 15 inch pipe(s) required <br />Structure #29 (Culvert <br />Culvert C-8 Flows into Culvert C-7 <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) Slope (%) Manning's n Headwater Loss Coef. <br />(ft) {R) (Ke) <br />60.00 2.17 0.0150 2.50 0.00 0.9( <br />Culvert Results: <br />Design Discharge = 4.65 cfs <br />Minimum pipe diameter: 1 - 12 inch pipe(s) required <br />Filename: Basin A- Pond - Basin E.sc4 Printed 12-01-2015 <br />
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