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PERMFILE60822
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PERMFILE60822
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Entry Properties
Last modified
8/24/2016 11:07:35 PM
Creation date
11/20/2007 6:51:53 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1997014
IBM Index Class Name
Permit File
Doc Date
6/6/1997
Doc Name
MEMO DEER CREEK CANYON QUARRY
From
TUTTEL APPLEGATE INC
To
DMG
Media Type
D
Archive
No
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1-303-452-6611 Tf 'TTLEOAPPLEGgTEOINC <br /> <br />Pool <br />(ac-ft) <br />0.7 <br />Runoff Peak <br />Volume Discharge <br />(ac-f t) (cfs) <br />IN 19.04 81.92 <br />OUT 19.04 67.58 <br />Peak Hydrograph <br />Elevation Detention Time <br />(hre) <br />6379.8 0.75 <br /> <br />257 P07 HPR 28 '97 12:38 <br />######t##**###*######################*##############-#######+################## <br />J4, B1, S1 <br />POND LB1 <br />Drainage Area from J4, B1, S1, SWS(s)1: 0.0 acres <br />Total Contributing Drainage Area: 192.2 acres <br />DISCHARGE OPTIONS: <br />Trickle Emergency <br />Tube Spillway <br />veea=-~~~~avavsa:avoxc.--~~araaaa~~~~~a~aaa~vv---.~.-~~a~~~~~~~~~~~~~~aaac.vc-c. <br />Riser Diameter (in) ---- ---- <br />Riser Height (ft) ---- ---- <br />Barrel Diameter (in) 22.0 ---- <br />Barrel Length (ft) 25.00 ---- <br />Harrel Slope (~) 4.00 ---- <br />Manning's n of Pipe 0.024 ---- <br />Spillway Elevation 6296.5 ---- <br />Lowest Elevation of Holes ---- ---- <br /># of Holes/Elevation ---- ---- <br />Entrance Loss Coefficient 0.5 ---- <br />Tailwater Depth (ft) 0.0 ---- <br />Notch Angle (degrees) ---- ---- <br />Weir Width (ft) ---- ---- <br />Siphon Crest Elevation ---- ---- <br />Siphon Tube Diameter (in) ---- ---- <br />Siphon Tube Length (ft) ---- ---- <br />Manning'e n of Siphon ---- ---- <br />Siphon Inlet Elevation ---- ---- <br />Siphon Outlet Elevation ---- ---- <br />Emergency Spillway Elevation ---- 6298.5 <br />Crest Length (ft) ---- 10.0 <br />Z:1 (Left and Right) -- -- 3.0 3.0 <br />Bottom Width (ft) ---- 19.5 <br />
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