wca3
                          U. S. Army Corps of Engineers
                              Jacksonville District
                        Water Conservation Area #3 Report
 
Data Ending 2400 hours   02 NOV 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:         -NR-      -NR-     -NR-     2.00  3.00  3.00  2.00
  S11B:         -NR-      -NR-     -NR-     9.00  9.00  9.00  9.00
  S11C:         -NR-      -NR-     -NR-     0.00  1.00  0.50  0.00
  S8 Pumps:     -NR-      -NR-     -NR-     -NR-  -NR-  -NR-  -NR-        (cfs)
  S8 Gates:                        -NR-     -NR-
  S150:         -NR-      -NR-        0     -NR-  -NR-  -NR-  -NR-  -NR-
  S9 Pumps:     -NR-      -NR-     -NR-                                      3 Pumps
  S140 Pumps:   -NR-      -NR-     -NR-      274   184     0              (cfs)
  S140 Gates:                         0     -NR-
  S190:         -NR-      -NR-     -NR-
  G404:                            -NR-
  Inflows:  -NR-     cfs
  Inflows: S11s + S8 + S9 + S140 + S190 + S150 + G404
______________________________________________________________________________
Outflows
  S344:         -NR-      -NR-           0
  S343A:        -NR-      -NR-     -NR-
  S343B:        -NR-      -NR-     -NR-
  S12A:         -NR-      -NR-     -NR-     0.00  0.00  0.00  0.00  0.00  0.00
  S12B:         -NR-      -NR-     -NR-     0.00  0.00  0.00  0.00  0.00  0.00
  S12C:         -NR-      -NR-     -NR-    11.00 11.00 11.00 11.00 11.00 11.00
  S12D:         -NR-      -NR-     -NR-    11.00 11.00 11.00 11.00 11.00 11.00
  Total S12 Discharge:             -NR-
  Below S12A    -NR-
  S333:         -NR-      -NR-     -NR-     -NR-
  S333N:        -NR-     -NR-    -NR-
  S334:         -NR-      -NR-     -NR-     -NR-
  S152:                            -NR-
  S151:         -NR-      -NR-        0     0.00  0.00  0.00  0.00  0.00  0.00
  S31 North:    -NR-
  S31:          -NR-      -NR-        0      0.70  0.70  -NR-
  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:      -NR-
  Site 63:      -NR-       3 Station Average  =   -NR-
  Site 64:      -NR-       (Site 63, 64 and 65)
  Site69 W:     -NR-
  Site 65:      -NR-
  G3273*:       -NR-
  Angels*:      -NR-
  L29 Canal (S333/S334 Daily Avg)*:     -NR-
     (Maximum Canal Operating Limit is 8.5 ft NGVD)
  LPG2 (GSE 6.7 ft):   -NR-
  LPG1 (GSE 6.6 ft):   -NR-
  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                  -NR-       10.50       -NR-
  Site 62 - Deer Gage                          -NR-       11.99       -NR-
  Average of Sites 62 and 63                   -NR-
    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:         1368    cfs
  Available storage:          -NR-      acre-feet
 
WCA-3A Elevations           02 NOV 2026            -NR-  Difference from 02NOV26
   02NOV26  -1 Day  =       01 NOV 2026 @ 2400    10.44             -NR-
   02NOV26  -2 Days =       31 OCT 2026 @ 2400    10.37             -NR-
   02NOV26  -3 Days =       30 OCT 2026 @ 2400    10.36             -NR-
   02NOV26  -4 Days =       29 OCT 2026 @ 2400    10.33             -NR-
   02NOV26  -5 Days =       28 OCT 2026 @ 2400    10.32             -NR-
   02NOV26  -6 Days =       27 OCT 2026 @ 2400    10.28             -NR-
   02NOV26  -7 Days =       26 OCT 2026 @ 2400    10.26             -NR-
   02NOV26 -30 Days =       03 OCT 2026 @ 2400     9.55             -NR-
_______________________________________________________________________________
_______________________________________________________________________________
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:                            -NR-
  S151:         -NR-      -NR-        0     0.00  0.00  0.00  0.00  0.00  0.00
Outflows
  S31:          -NR-      -NR-        0      0.70  0.70  -NR-
  S337:                               0
______________________________________________________________________________
Stage
  Site 69:      -NR-
  Site 71:      -NR-
    (Trigger is 8.5 ft NGVD)
  Site 76:      -NR-
  S31 North:    -NR-
  S31 South:    -NR-
  SRS1:         -NR-
______________________________________________________________________________
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 03 NOV 2026 @ 00:15
** Preliminary Data - Subject to Revision **