U. S. Army Corps of Engineers
                              Jacksonville District
                        Water Conservation Area #3 Report
 
Data Ending 2400 hours   29 SEP 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:     9.73      -NR-     -NR-     -NR-   208     0     0        (cfs)
  S8 Gates:                        -NR-     0.00
  S9 Pumps:     -NR-      -NR-                                          3 Pumps
  S151:         -NR-      -NR-        0 I   0.00  0.00  0.00  0.00  0.00  0.00
  S140 Pumps:   -NR-      -NR-     -NR-     -NR-  -NR-  -NR-              (cfs)
  S140 Gates:                      -NR-     -NR-
  Site 63:     12.63
  Site 62:     12.70       3 Station Average  =  11.91
  Site 64:     11.86       (Site 63, 64 and 65)
  L67A nr 69:  11.91
  Site 65:     11.23
  S12A:        10.68     10.66      768    11.00 11.00 11.00 11.00 11.00 11.00
  S12B:        10.79     10.77      712    11.00 11.00 11.00 11.00 11.00 11.00
  S12C:        10.88     10.86     1101    11.00 11.00 11.00 11.00 11.00 11.00
  S12D:        11.08     11.06     1370    11.00 11.00 11.40 11.00 11.00 11.00
  Total S12 Discharge:             3951
  S333:        11.16      7.52       32     0.00
 
Trigger Gages
  G3273         7.21
  Angels        7.02
  G596          6.09
 
Water Conservation Area #3B
  Site 76:      7.29
  Site 69:      9.60
  Site 71:      8.41
  S31 North:    -NR-
  S31:          -NR-      -NR-     -NR-      0.50   0.50   -NR-
  S31 South:    -NR-
  SRS1:         4.13
 
Daily Precipitation Totals        1-Day       3-Day       7-Day
                                 (inches)    (inches)    (inches)
  S8 Pump Station:                 -NR-         0.45        0.61
  S9 Pump Station:                 -NR-         0.00        0.00
  S140:                            -NR-         1.10        3.09
  Site 63:                         0.00         0.00        0.00
  Site 62:                         0.00         0.00        0.00
  Site 64:                         -NR-         0.00        0.00
  Site 65:                         0.00         0.00        0.00
  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              0.00         0.13        0.31
 
WCA-3A Area Regulation                     Elevation   Regulation  Departure
                                           (ft-NGVD)   (ft-NGVD)     (feet)
  Average of Sites 63, 64, 65                 11.91        9.79       2.12
  Site 62 - Deer Gage                         12.70       12.00       0.70
  Regulation Zone Elevations   B= 10.75    C= 10.29    D= 10.29   E=  9.79
  Regulation Zone E1                                       9.79       2.12
 
WCA-3A Elevations           29 SEP 2008           11.91  Difference from 29SEP08
   29SEP08  -1 Day  =       28 SEP 2008 @ 2400    11.90            -0.01
   29SEP08  -2 Days =       27 SEP 2008 @ 2400    11.79            -0.12
   29SEP08  -3 Days =       26 SEP 2008 @ 2400    11.80            -0.11
   29SEP08  -4 Days =       25 SEP 2008 @ 2400    11.82            -0.09
   29SEP08  -5 Days =       24 SEP 2008 @ 2400    11.83            -0.08
   29SEP08  -6 Days =       23 SEP 2008 @ 2400    11.83            -0.08
   29SEP08  -7 Days =       22 SEP 2008 @ 2400    11.83            -0.08
   29SEP08 -30 Days =       30 AUG 2008 @ 2400    11.43            -0.48
 
(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 30 SEP 2008 @ 08:16
** Preliminary Data - Subject to Revision **