wca3
                          U. S. Army Corps of Engineers
                              Jacksonville District
                        Water Conservation Area #3 Report
 
Data Ending 2400 hours   15 SEP 2026
 
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)
                                 (I) - see notes
Water Conservation Area #3A
Inflows
  S11A:        13.46      8.48        0     0.00  0.00  0.00  0.00
  S11B:        13.50      8.51        0     0.00  0.00  0.00  0.00
  S11C:        13.48      8.32        0     0.00  0.00  0.00  0.00
  S8 Pumps:    10.31      -NR-      544     -NR-  -NR-  -NR-  -NR-        (cfs)
  S8 Gates:                        -NR-     0.00
  S150:         -NR-      -NR-        0     0.00  0.00  0.00  -NR-  -NR-
  S9 Pumps:     2.54      8.39      488                                      3 Pumps
  S140 Pumps:  11.13     11.58      228       82   148     0              (cfs)
  S140 Gates:                         0     0.00
  S190:        15.80     11.16       41
  G404:                               0
  Inflows:  -NR-     cfs
  Inflows: S11s + S8 + S9 + S140 + S190 + S150 + G404
______________________________________________________________________________
Outflows
  S344:         -NR-      -NR-           0
  S343A:        -NR-      -NR-        0
  S343B:        -NR-      -NR-        0
  S12A:         8.13      8.20        0     0.00  0.00  0.00  0.00  0.00  0.00
  S12B:         8.08      7.97        0     0.00  0.00  0.00  0.00  0.00  0.00
  S12C:         8.11      8.03        0     0.00  0.00  0.00  0.00  0.00  0.00
  S12D:         8.09      8.09       89    11.00 11.00 11.00 11.00 11.00 11.00
  Total S12 Discharge:               89
  Below S12A    -NR-
  S333:         8.09      7.49      280     1.90
  S333N:        8.10     7.50     246
  S334:         7.41      5.67        0     0.00
  S152:                               0
  S151:         8.32      6.73        0     0.00  0.00  0.00  0.00  0.00  0.00
  S31 North:    -NR-
  S31:          6.75      2.97        0      0.70  0.70  0.00
  S337:                               0
  Outflows:  -NR-      cfs
  Outflows: S344 + S343A + S343B + S12s + S333 + S-333N + S151 + S152
  Net Structure Flows (Inflows - Outflows):  -NR-       cfs
______________________________________________________________________________
Internal Structures
  S339:         -NR-      -NR-     -NR-
  S340:         -NR-      -NR-     -NR-
______________________________________________________________________________
Stage
  Site 62:     11.58
  Site 63:      9.62       3 Station Average  =   9.07
  Site 64:      9.08       (Site 63, 64 and 65)
  Site69 W:     -NR-
  Site 65:      8.51
  G3273*:       6.92
  Angels*:      6.71
  L29 Canal (S333/S334 Daily Avg)*:     7.46
     (Maximum Canal Operating Limit is 8.5 ft NGVD)
  LPG2 (GSE 6.7 ft):   4.74
  LPG1 (GSE 6.6 ft):   4.68
  NP205 (GSE 5.86 ft):   -NR-
  *Trigger Gages and Structures affecting Regulation Releases
______________________________________________________________________________
Daily Precipitation Totals        1-Day       3-Day       7-Day
                                 (inches)    (inches)    (inches)
  S8 Pump Station:                 -NR-         0.00        0.00
  S9 Pump Station:                 -NR-         0.00        0.00
  S140:                            -NR-         0.00        0.00
  Site 62: (Bad)                   -NR-         0.00        0.00
  Site 63: (Bad)                   -NR-         0.00        0.00
  Site 64: (Bad)                   -NR-         0.00        0.00
  Site 65: (Bad)                   -NR-         0.00        0.00
  S12D:    (Bad)                   -NR-         0.00        0.00
_______________________________________________________________________________
 
WCA-3A Area Regulation                     Elevation   Regulation  Departure
                                           (ft-NGVD)   (ft-NGVD)     (feet)
  Average of Sites 63, 64, 65                  9.07       10.19      -1.12
  Site 62 - Deer Gage                         11.58       12.00      -0.42
  Average of Sites 62 and 63                  10.60
    FWCC Action Line:                         11.6
    FWCC Muck Fire Closure                    9.30
    Taylor Slough Water Deliveries Floor      9.80
  Floor (Site69 W)                             -NR-       7.5          -NR-
 
  TTFF Weekly Flow Target:          622    cfs
  Available storage:           499,200  acre-feet
 
WCA-3A Elevations           15 SEP 2026            9.07  Difference from 15SEP26
   15SEP26  -1 Day  =       14 SEP 2026 @ 2400     9.07             0.00
   15SEP26  -2 Days =       13 SEP 2026 @ 2400     9.08             0.01
   15SEP26  -3 Days =       12 SEP 2026 @ 2400     9.09             0.02
   15SEP26  -4 Days =       11 SEP 2026 @ 2400     9.08             0.01
   15SEP26  -5 Days =       10 SEP 2026 @ 2400     9.09             0.02
   15SEP26  -6 Days =       09 SEP 2026 @ 2400     9.05            -0.02
   15SEP26  -7 Days =       08 SEP 2026 @ 2400     9.00            -0.07
   15SEP26 -30 Days =       16 AUG 2026 @ 2400     8.60            -0.47
_______________________________________________________________________________
_______________________________________________________________________________
Water Conservation Area #3B
             Headwater Tailwater            --------- Gate Positions ----------
             Elevation Elevation  Discharge  #1    #2    #3    #4    #5    #6
             (ft-msl)  (ft-msl)     (cfs)   (ft)  (ft)  (ft)  (ft)  (ft)  (ft)
Inflows
  S152:                               0
  S151:         8.32      6.73        0     0.00  0.00  0.00  0.00  0.00  0.00
Outflows
  S31:          6.75      2.97        0      0.70  0.70  0.00
  S337:                               0
______________________________________________________________________________
Stage
  Site 69:      -NR-
  Site 71:      7.18
    (Trigger is 8.5 ft NGVD)
  Site 76:      6.80
  S31 North:    -NR-
  S31 South:    -NR-
  SRS1:         7.31
______________________________________________________________________________
Daily Precipitation Totals        1-Day       3-Day       7-Day
                                 (inches)    (inches)    (inches)
  Site 76: (Bad)                   -NR-         0.00        0.00
  Site 69: (Bad)                   -NR-         0.00        0.00
  Site 71: (Bad)                   -NR-         0.00        0.00
________________________________________________________________________________
________________________________________________________________________________
 
  -----------------------------------------------------------------
        WCA-3 Average (Gages)      -NR-         0.00        0.00
      (ST62,ST63,ST64,ST65,ST76,ST69,ST71 not included)
  -----------------------------------------------------------------
  WCA3A Nexrad Basin Avg           -NR-          0.00         0.00
  WCA3B Nexrad Basin Avg           -NR-          0.00         0.00
  -----------------------------------------------------------------
 
(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.
 
Report Generated 16 SEP 2026 @ 06:39
** Preliminary Data - Subject to Revision **