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Table 12-6 (Continued) • <br />Culvert Specifications <br />Seneca II Mine, Routt County, Colorado <br />Drainage Culvert3 Culvert Minirtwn4 <br />Area Peak F3moff2 Diameter Length Cover Design <br />Locationl (Acres) Q10 (cfs) (Irrhes) (feet) (Inches) Method <br />54a 4.1 0.3 24 28 12 SFDCADi- <br />55a 1.5 0.9 24 60 12 SIDCADt <br />56a 0.8 0.5 18 2U 12 SIDCADt <br />57a 6.7 2.1 18 40 12 SIDCAPF <br />59a 16.5 4.0 18 20 12 SEDGAD+ <br />60a 9.4 4.9 24 60 12 SEDC~ID+ <br />62a 66.9 17.82 24 150 12 SIDCADF <br />63a 18.3 8.2 24 150 12 SIDCAUt <br />64a 0.7 0.6 24 20 12 SIDC'AD+ <br />65b 17.5 10.7 24 80 12 SFDC.~,D+ <br />Al 12.2 0.9 24 30 12 SIDCI~DF <br />A2 2.3 0.2 12 30 12 SIDCADt <br />A3 154.4 5.4 30 30 12 SIDCAPF <br />A4 7.8 0.6 12 47 12 SIDCADt <br />A5 46.4 11.2 30 48 12 SEDCI.D+ <br />A7 384.1 22.2 42 26 12 SIDCAD+ <br />AS 11.7 0.9 24 20 12 SEDCAD+ <br />lAn "a" suffix indicates existing culvert; a "b" suffix indicates propo,ed <br />culvert. See F~ibit 7-7 for locations. <br />2"Procedures for detcrm;n;m peak flows in Colorado - incorporates and <br />suppl~ients ~ecYuiical Release No. 55 Urban Hydrology for Small Watersheds"; <br />SCS, U.S. nen3r+nw„i- of Ac~iculttne, March 1980. <br />3"Hycir-aulic Charts for the Selection of Highway Culverts", Hydraulic <br />Ehgineeri~ Circular No. 5, reprinted June 1980 and Dodson & Associates, <br />IiIC., Pipe Culvert Analys].S. Minion nn Cliallleter req~~i red. <br />4American Iron and Steel Institute, "Handbook of Steel Drainage and Highway <br />Construction Products", 1980 (Mini,m,m 1hiCla'~ess = 16 gage) <br />SCulverts replaced as of October 2, 1989. <br />• <br />• <br />12-33 Revised 10/04/94 <br />