PERMFILE128459

• 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

Table 10. Newlin Creek Culvert Design.•
Design
Culvert Number Discharge Hw/D
Diameter of Culverts Bach Culvert Ratio Slops Length Control
(feet) (cfe) (feet)
10.5 3 775 1.00 0.01 50 Inlet
9.5 4 SB1 1.00 0.01 50 Inlet
9.0 5 /465 _ 0.95 0.01 50 Inlet
9.0 3 ~ 775 1.50 0.01 50 Inlet
8.0 4 581 1.50 0.01 50 Inlet
A
O
7.5 5 465 1.50 0.01 SO Inlet
• All culverts are designed as corrugated metal pipe with projecting end type entrances.