2014-04-22_HYDROLOGY - M2008006

• Permit No: M2008006
• IBM Index Class Name: HYDROLOGY
• Doc Date: 4/22/2014
• Doc Name: Substitute water supply plan
• From: Division of Water Resources
• To: Williams and Weiss Consulting, LLC
• Email Name: MAC
• Media Type: D
• Archive: No

Table No. 3
SerFer Pit
Connell Resources
Total Losses - Evaporative and Operational Losses
Month
Evaporative
Lossesl (ac -ft)
Operational
Losses2 (ac -ft)
Total Consumptive
Use; (ac -ft)
Lagged Stream
Depletions° (ac -ft)
Transit Losss (ac -ft)
Total Replacement
Requirement6 (ac -ft)
Projected Excess Credits
from Timnath Connell Pit' (ac -ft)
Projected Net Excess Credits at
Timnath - Connell Pit after SerFer (ac -ft)
Apr -13
0.12
0.66
0.79
0.51
0.0047
0.51
6.21
5.70
May -13
0.15
0.72
0.88
0.7
0.0064
0.71
0.71
0.00
Jun -13
0.22
0.72
0.94
0.79
00072
0.80
0.80
000
Jul -13
0.24
0.72
0.96
0.84
0.0077
0.85
0.85
0.00
Aug -13
0.23
0.72
0.95
0.85
0.0078
0.86
4.79
3.93
Sep -13
0.16
0.72
088
0.83
0.0076
0.84
10.15
9.31
Oct -13
0.10
0.66
0.77
0.77
0.0071
0.78
11.93
11.15
Nov -13
0.06
0.52
0.58
0.66
0.0061
0.67
11.98
11.31
Dec -13
0.05
0.52
0.57
061
0.0056
0.62
10.70
10.09
Jan -14
0.05
0.52
0.57
0.59
0.0054
0.60
9.37
8.78
Feb -14
0.06
0.52
0.58
0.59
0.0054
0.60
8.33
7.73
Mar -14
0.06
0.52
0.58
0.59
0.0054
0.60
7.32
6.72
Total
1.50
7.53
9.03
8.33
0.08
8.41
83.14
74.73
1Evaporative losses are calculated in Table 1.
2Operational losses are calculated in Table 2.
'Total consumptive use is total of evaporative and operational losses.
°Lagged stream depletions are calcuated using the AWAS stream where X = 600 ft, W = 4,300 ft, S = 0.2, T = 45,000 gpd /ft.
sTransit loss is 1/4% per mile. Distance is 3.667 miles from Timnath - Connell Pit to SerFer Pit.
6Total replacement requirement is the sum of the lagged stream depletion and the transit loss.
'Projected excess credits from the Timnath - Connell Pit is the net excess recharge of Box Elder Ditch shares into a recharge pond after meeting Timnath - Connell depletions and a lease from the City of Ft. Collins.