U. S. Army Corps of Engineers
                              Jacksonville District
                        Water Conservation Area #3 Report
 
Data Ending 2400 hours   17 AUG 2008
 
Note: Headwater, tailwater, and stage values below are instantaneous values
      unless otherwise specified.
 
             Headwater Tailwater            --------- Gate Positions ----------
             Elevation Elevation  Discharge  #1    #2    #3    #4    #5    #6
             (ft-msl)  (ft-msl)     (cfs)   (ft)  (ft)  (ft)  (ft)  (ft)  (ft)
                                 (B,I) - see notes
Water Conservation Area #3A
  S150:         -NR-     12.36     -NR-     -NR-  -NR-  -NR-  -NR-  -NR-
  S8 Pumps:     9.13     18.52        0        0     0     0     0        (cfs)
  S8 Gates:                           0     0.00
  S9 Pumps:     -NR-      -NR-                                          3 Pumps
  S151:         -NR-      -NR-     -NR- I   1.00  1.00  0.00  1.00  1.00  0.00
  S140 Pumps:   -NR-      -NR-     -NR-     -NR-  -NR-  -NR-              (cfs)
  S140 Gates:                      -NR-     -NR-
  Site 63:     11.27
  Site 62:     11.74       3 Station Average  =  10.67
  Site 64:     10.78       (Site 63, 64 and 65)
  L67A nr 69:  10.52
  Site 65:      9.96
  S12A:         9.49      9.48      234    11.00 11.00 11.00 11.00 11.00 11.00
  S12B:         9.59      9.58      234    11.00 11.00 11.00 11.00 11.00 11.00
  S12C:         9.66      9.65      490    11.00 11.00 11.00 11.00 11.00 11.00
  S12D:         9.81      9.82      500    11.00 11.00 11.00 11.00 11.00 11.00
  Total S12 Discharge:             1458
  S333:         9.85      7.47      521     1.90
 
Trigger Gages
  G3273         6.73
  Angels        6.37
 
Water Conservation Area #3B
  Site 76:      7.04
  Site 69:      8.98
  Site 71:      7.90
  S31 North:    -NR-
  S31:          -NR-      -NR-     -NR-      0.00   0.00   -NR-
  S31 South:    -NR-
  SRS1:         0.00
 
Daily Precipitation Totals        1-Day       3-Day       7-Day
                                 (inches)    (inches)    (inches)
  S8 Pump Station:                 -NR-         0.00        0.48
  S9 Pump Station:                 -NR-         0.00        0.00
  S140:                            -NR-         0.00        3.42
  Site 63:                         0.00         0.00        0.00
  Site 62:                         0.00         0.00        0.00
  Site 64:                         0.05         0.09        0.09
  Site 65:                         0.18        10.43       10.43
  S12D:                            0.00         0.00        0.00
  Site 76:                         -NR-         0.00        0.00
  Site 69:                         0.00         0.00        0.00
  Site 71:                         0.00         0.00        0.00
        WCA-3 Average              0.03         0.88        1.20
 
WCA-3A Area Regulation                     Elevation   Regulation  Departure
                                           (ft-NGVD)   (ft-NGVD)     (feet)
  Average of Sites 63, 64, 65                 10.67        9.52       1.15
  Site 62 - Deer Gage                         11.74       11.93      -0.19
  Regulation Zone Elevations   B= 10.50    C= 10.01    D= 10.01   E=  9.52
  Regulation Zone E1                                       9.51       1.16
 
WCA-3A Elevations           17 AUG 2008           10.67  Difference from 17AUG08
   17AUG08  -1 Day  =       16 AUG 2008 @ 2400    10.69             0.02
   17AUG08  -2 Days =       15 AUG 2008 @ 2400    10.69             0.02
   17AUG08  -3 Days =       14 AUG 2008 @ 2400    10.68             0.01
   17AUG08  -4 Days =       13 AUG 2008 @ 2400    10.68             0.01
   17AUG08  -5 Days =       12 AUG 2008 @ 2400    10.69             0.02
   17AUG08  -6 Days =       11 AUG 2008 @ 2400    10.66            -0.01
   17AUG08  -7 Days =       10 AUG 2008 @ 2400    10.65            -0.02
   17AUG08 -30 Days =       18 JUL 2008 @ 2400     -NR-             -NR-
 
(I) - Flows marked with "I" signify that this is an instantaneous flow
      computed from the single value reported for the day.
      Otherwise, flow is a daily average.
(B) - Bad Data - needs to be fixed by SFWMD.
Report Generated 18 AUG 2008 @ 15:15
** Preliminary Data - Subject to Revision **