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PERMFILE128459
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PERMFILE128459
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Last modified
8/24/2016 10:25:35 PM
Creation date
11/25/2007 6:10:37 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981014
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Doc Name
Determination of Hydrologic Consequences, Simons, Li & Associates
Section_Exhibit Name
EXHIBIT 07 Part 2
Media Type
D
Archive
No
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<br /> Table 9. Existing Culvert Dimensions and Specifications. <br /> Unit On <br /> Which <br /> Design Discharge' Design <br /> Discharge Diameter Length ~ Capacity Discharge <br />Location Is Based (feat) Slope (feet) (cfa) (cfe) Control <br />Magpie Creek CH-17 9.0 0.01 116 500 945 Inlet <br />diversion outlet ~ <br /> <br />Newlin Creek CH-1B 3.0 0.01 45 33 2325 Inlet <br />under haul road <br />• Discharge capacity is estimated for a headwater/diameter ratio of 1.0 or no submergence of the inlet. <br />
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