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CHENEY LAKE
MONTHLY LAKE REPORT
MAY 96
POOL ELEVATIONS STORAGE RELEASES EVAP INFLOW RAINFALL
DAY FT-NGVD 2400HR DSF INCHES ADJ INCHES
0800 2400 AC-FT POWER TOTAL 8A TO 8A DSF 7A TO 7A
DAM BSN
PRIOR MONTH 1421.58 166884
1 1421.58 1421.60 167074 0 0 0.270 200 0.00 0.00
2 1421.61 1421.62 167264 0 0 0.210 200 0.00 0.00
3 1421.63 1421.66 167645 0 0 0.190 200 0.00 0.00
4 1421.68 1421.68 167835 0 0 0.200 200 0.00 0.00
5 1421.83 1421.70 168024 0 0 0.200 200 0.20 0.15
6 1421.68 1421.69 167929 0 0 0.070 200 0.02 0.00
7 1421.69 1421.75 168500 0 0 0.120 200 0.35 0.07
8 1421.75 1421.93 170210 0 0 0.080 1200 0.08 0.04
9 1422.13 1422.20 172846 0 92 0.670 1600 1.32 0.16
10 1422.27 1422.32 174029 0 246 0.400 1300 0.46 0.37
11 1422.42 1422.54 176199 0 246 0.140 1000 0.00 0.01
12 1422.55 1422.61 176889 0 246 0.100 700 0.10 0.00
13 1422.61 1422.61 176889 0 246 0.110 300 0.01 0.04
14 1422.60 1422.61 176889 0 246 0.120 250 0.02 0.00
15 1422.61 1422.61 176889 0 246 0.100 250 0.01 0.02
16 1422.60 1422.55 176298 0 246 0.260 200 0.00 0.01
17 1422.55 1422.54 176199 0 246 0.420 200 0.00 0.00
18 1422.52 1422.43 175115 0 246 0.400 150 0.00 0.03
19 1422.43 1422.42 175016 0 246 0.450 150 0.00 0.00
20 1422.41 1422.36 174424 0 246 0.460 150 0.00 0.00
21 1422.34 1422.30 173833 0 246 0.350 150 0.00 0.00
22 1422.28 1422.20 172846 0 245 0.220 150 0.00 0.00
23 1422.24 1422.17 172551 0 245 0.310 150 0.00 0.03
24 1422.17 1422.16 172453 0 245 0.540 350 0.00 0.00
25 1422.20 1422.17 172551 0 245 0.260 400 0.88 0.40
26 1422.14 1422.16 172453 0 245 0.100 250 0.05 0.24
27 1422.12 1422.12 172058 0 245 0.100 150 0.17 0.36
28 1422.11 1422.07 171565 0 145 0.300 100 0.02 0.00
29 1422.07 1422.06 171467 0 0 0.200 100 0.00 0.00
30 1422.06 1422.04 171270 0 92 0.250 100 0.00 0.00
31 1422.01 1421.98 170685 0 245 0.080 100 0.00 0.00
TOTAL 0 4996 7.680 10850 3.69 1.93
AVERAGE 1422.16 0 161 350 NORMAL= 3.91
MAXIMUM 1422.61 176889 DATE=15 TOP CONSERVATION POOL 1421.60
MINIMUM 1421.58 166884 DATE= 1 TOP FLOOD POOL 1429.00
INFLOW VOLUME= 21521 AC-FT
GATES CLOSED TWO DAYS FOR DOWNSTREAM BRIDGE CONTRACTOR
REPORT IS SUBJECT TO CHANGE AND/OR REVISION