2008-06-16_REVISION - M2000098

• Permit No: M2000098
• IBM Index Class Name: REVISION
• Doc Date: 6/16/2008
• Doc Name: Review of West Sediment Pond Design
• From: DRMS
• To: Colorado Lime Company
• Type & Sequence: TR1
• Email Name: ACS
• Media Type: D
• Archive: No

CURVE
70
RUNOFF FOR INCHES OF RAINFALL
TrntM
Irch"
0.0
0.1
0.2
0.3
0.4
0.5
0.6
0
.7

0.8

0.9
0
0.00
1 0.00. 0.01 0.03 0.04 0.06 0.08 0.11 0.14 C.1T 0.2C
2 0.24 0.28 0.32 0.36- 0.41 0.46 0.50 0.56 0.61 0.66
3 0.72 0.77 0.83 0.89 1.01 1.07 1.14 1.20 1.27
4 1.33 1.40 1.47 1.54 1.61 1.68 1.75 1.82 1.89 1.96
5 2..04 2.11. 2.19 2.26 2.34 2.42 2.49 2.57 2.65 2.73
6 2..81.; - 2.89 ... 2.97 3.,05 3.13 3.21 3.29 3.37 3.46 3.54
7 3.62 3.10 30'19 3.87 3.96 4.04 4.13 4.21 4.30 4.38
- .8 -4.4.7 4.55 4.64 ---4.73 --4re1 ---4.90 _ -4.99 ._5.07 5.16 5.25
9 '5,'o 3.4 '5,.A3 5.52. 5.60 5.69 5078 5.87 5.96 6.05 6.14
10 6.23 6.32 6.41 6.50 6.59 6.68 6.77 6.86 6.95 7.04
1 1 7.13 7.23, .,7:32, 7.41 _7.50 7.59 7.6e 7.78 7.87 7.96
12 8.05 8.1.4 8.24 8.33 8.42 8.51 8.61 8.70 8.79 8.89
13 , 8.9s- - 9.07. 9.17` 9.2.6 9.35
9.45
9.54
9.63
9.73
9.82
14J . 9.92 10.01 10.101, 10.20 10.29 10.39 10.48 10.57 10.67 10.76
15 ; 10`,86- 10':.95. 11003: _ 11.14 ' 11.24 11.33 11.43 11.52 11.62 11.71
16 -
11 81
11..90
12.OQ'°
. 12 C9
12.19
12.28
12.38
12.47
12.57
1'2.67
1.3 12.76 12.86 12.95': 13.05 13`.14 13.24 1.3.34 13.43 13.53 13.62
18 13.72 13.82 13.91 14.01 14.10 14.20 14.30 14.39 14.49 14.5e
19 14.68 14.78.' .14.87: 14.97 15.07 15.16 15.26 15.36 15.45 15.55
20 15.65 ` 15.74 15.84 1 15.94 1 .16.03 16.13 16.23 16.32 16.42 16.52
NOTE: Runoff value determined by equation Q = (P-0.2 S),
P+ 0.8 S
REFERENCE: National Engineering Handbook, Section 4, HYDROLOGY
50