2012-03-09_HYDROLOGY - M1987038

• Permit No: M1987038
• IBM Index Class Name: HYDROLOGY
• Doc Date: 3/9/2012
• Doc Name: SUBSTITUTE WATER SUPPLY PLAN
• From: DWR
• To: WRIGHT WATER ENGINEERS, INC
• Email Name: KAP
• Media Type: D
• Archive: No

Month
(
(
(
(
Total Depletions
Total Depletion Rate
(Input to Glover
Analysis)
Lagged Depletions
Gosney Pump
Requirements Due to
Irrigation Season Out -
of- Priority Depletions
(acre -feet)
(gallons per minute)
(acre -feet)
(cfs)
Jan -11
0.44
3.30
1.22
0.00
Feb-11
1.77
13.20
2.01
0.00
Mar -11
4.69
34.86
4.23
0.00
Apr -11
8.38
62.39
7.34
0.00
May -11
12.16
90.47
10.73
0.17
Jun -11
16.28
121.16
14.49
0.24
Jul -11
15.15
112.73
14.41
0.23
Aug -11
11.43
85.03
11.74
0.19
Sep -11
9.58
71.27
10.00
0.17
Oct -11
5.67
42.20
6.81
0.11
Nov -11
2.71
20.15
4.00
0.00
Dec -11
0.45
3.38
1.74
0.00
2011 Totals
88.7
88.7
Jan -12
0.44
3.30
1.22
0.00
Feb -12
1.77
13.20
2.01
0.00
Mar -12
4.69
34.86
4.23
0.00
Apr -12
8.38
62.39
7.34
0.00
May -12
12.16
90.47
10.73
0.17
Jun-12
16.28
121.16
14.49
0.24
Jul -12
15.15
112.73
14.41
0.23
Aug -12
11.43
85.03
11.74
0.19
Sep -12
9.58
71.27
10.00
0.17
Oct -12
5.67
42.20
6.81
0.11
Nov -12
2.71
20.15
4.00
0.00
Dec-12
0.45
3.38
1.74
0.00
2012 Totals
88.7
88.7
Table 5
Four Corners Materials - Bayfield Gravel Operation
Lagged Depletions and Water Replacement Requirement for Year 3 & 4
Column Notes
(1) Depletions, see Table 3, Column (5).
(2) Depletion rate for input to Glover Analysis.
(3) Equals the lagged depletions from the edge of the gravel pit to the Pine River (200 ft) based on the Glover Analysis,
see Appendix D.
(4) Equals Column (3) x 43,560 cubic feet per acre foot / (number of days per month x 86,400 seconds per day).
Wright Water Engineers, Inc.
1/18/2012
Des By: BMN
Ckd By: PRF