wca3
                          U. S. Army Corps of Engineers
                              Jacksonville District
                        Water Conservation Area #3 Report
 
Data Ending 2400 hours   23 MAR 2025
 
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:        11.06      7.60        0     0.00  0.00  0.00  0.00
  S11B:        11.08      7.59        0     0.00  0.00  0.00  0.00
  S11C:        11.06      7.61        0     0.00  0.00  0.00  0.00
  S8 Pumps:    10.90      -NR-        0     -NR-  -NR-  -NR-  -NR-        (cfs)
  S8 Gates:                        -NR-     0.00
  S150:         -NR-      -NR-       80     1.50  1.50  1.50  -NR-  -NR-
  S9 Pumps:     3.27      7.51        0                                      3 Pumps
  S140 Pumps:  10.50     10.23     -NR-        0     0     0              (cfs)
  S140 Gates:                        24     0.50
  S190:        14.32     10.60        0
  G404:                             440
  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:         7.50      7.49        0     0.00  0.00  0.00  0.00  0.00  0.00
  S12B:         7.47      7.47        0     0.00  0.00  0.00  0.00  0.00  0.00
  S12C:         7.48      7.47        6    11.00 11.00 11.00 11.00 11.00 11.00
  S12D:         7.50      7.47       25    11.00 11.00 11.00 11.00 11.00 11.00
  Total S12 Discharge:             -NR-
  Below S12A    -NR-
  S333:         7.48      7.44      247     5.20
  S333N:        7.48     7.44      36
  S334:         7.44      5.41        0     0.00
  S152:                            -NR-
  S151:         7.53      7.15      101     0.00  0.00  0.00  0.00  0.00  0.00
  S31 North:    -NR-
  S31:          7.12      2.60        0      0.70  0.70  0.00
  S337:                             105
  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:     10.09
  Site 63:      9.38       3 Station Average  =   -NR-
  Site 64:      -NR-       (Site 63, 64 and 65)
  Site69 W:     -NR-
  Site 65:      8.49
  G3273*:       6.56
  Angels*:      6.03
  L29 Canal (S333/S334 Daily Avg)*:     7.45
     (Maximum Canal Operating Limit is 8.5 ft NGVD)
  LPG2 (GSE 6.7 ft):   3.93
  LPG1 (GSE 6.6 ft):   3.88
  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-        9.96       -NR-
  Site 62 - Deer Gage                         10.09       11.50      -1.41
  Average of Sites 62 and 63                   9.74
    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:          654    cfs
  Available storage:          -NR-      acre-feet
 
WCA-3A Elevations           23 MAR 2025            -NR-  Difference from 23MAR25
   23MAR25  -1 Day  =       22 MAR 2025 @ 2400     -NR-             -NR-
   23MAR25  -2 Days =       21 MAR 2025 @ 2400     -NR-             -NR-
   23MAR25  -3 Days =       20 MAR 2025 @ 2400     9.00             -NR-
   23MAR25  -4 Days =       19 MAR 2025 @ 2400     9.03             -NR-
   23MAR25  -5 Days =       18 MAR 2025 @ 2400     9.04             -NR-
   23MAR25  -6 Days =       17 MAR 2025 @ 2400     9.06             -NR-
   23MAR25  -7 Days =       16 MAR 2025 @ 2400     9.09             -NR-
   23MAR25 -30 Days =       21 FEB 2025 @ 2400     9.34             -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:         7.53      7.15      101     0.00  0.00  0.00  0.00  0.00  0.00
Outflows
  S31:          7.12      2.60        0      0.70  0.70  0.00
  S337:                             105
______________________________________________________________________________
Stage
  Site 69:      -NR-
  Site 71:      7.37
    (Trigger is 8.5 ft NGVD)
  Site 76:      7.20
  S31 North:    -NR-
  S31 South:    -NR-
  SRS1:         7.25
______________________________________________________________________________
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 24 MAR 2025 @ 01:15
** Preliminary Data - Subject to Revision **