wca3 U. S. Army Corps of Engineers Jacksonville District Water Conservation Area #3 Report Data Ending 2400 hours 08 OCT 2024 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: 12.70 12.35 1959 8.00 8.00 8.00 8.00 S11B: 12.69 12.47 1596 8.00 8.00 8.00 8.00 S11C: 12.70 12.58 1292 8.00 8.00 8.00 8.00 S8 Pumps: 9.91 -NR- 1913 -NR- -NR- -NR- -NR- (cfs) S8 Gates: -NR- 0.00 S150: -NR- -NR- 0 0.00 0.00 0.00 -NR- -NR- S9 Pumps: 2.21 11.70 879 3 Pumps S140 Pumps: 10.46 12.31 569 255 321 0 (cfs) S140 Gates: 0 0.00 S190: -NR- -NR- 618 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: 10.39 10.37 593 11.00 11.00 11.00 11.00 11.00 11.00 S12B: 10.41 10.40 362 11.00 11.00 11.00 11.00 11.00 11.00 S12C: 10.45 10.44 712 11.00 11.00 11.00 11.00 11.00 11.00 S12D: 10.58 10.52 1129 11.00 11.00 11.00 11.00 11.00 11.00 Total S12 Discharge: 2796 Below S12A -NR- S333: 10.66 8.41 0 0.00 S333N: 10.64 8.38 0 S334: 8.40 5.67 0 0.00 S152: 0 S151: 11.56 9.01 0 0.00 0.00 0.00 0.00 0.00 0.00 S31 North: -NR- S31: 8.99 3.27 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: 12.32 Site 63: 11.92 3 Station Average = 11.39 Site 64: 11.57 (Site 63, 64 and 65) Site69 W: 11.38 Site 65: 10.68 G3273*: 8.09 Angels*: 8.01 L29 Canal (S333/S334 Daily Avg)*: 8.41 (Maximum Canal Operating Limit is 8.5 ft NGVD) LPG2 (GSE 6.7 ft): 4.79 LPG1 (GSE 6.6 ft): 4.65 NP205 (GSE 5.86 ft): 7.70 *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 11.39 10.34 1.05 Site 62 - Deer Gage 12.32 12.00 0.32 Average of Sites 62 and 63 12.12 FWCC Action Line: 11.6 FWCC Muck Fire Closure 9.30 Taylor Slough Water Deliveries Floor 9.80 Floor (Site69 W) 11.38 7.5 3.88 TTFF Weekly Flow Target: MAX cfs Available storage: -438,000 acre-feet WCA-3A Elevations 08 OCT 2024 11.39 Difference from 08OCT24 08OCT24 -1 Day = 07 OCT 2024 @ 2400 11.31 -0.08 08OCT24 -2 Days = 06 OCT 2024 @ 2400 11.24 -0.15 08OCT24 -3 Days = 05 OCT 2024 @ 2400 11.20 -0.19 08OCT24 -4 Days = 04 OCT 2024 @ 2400 11.19 -0.20 08OCT24 -5 Days = 03 OCT 2024 @ 2400 11.21 -0.18 08OCT24 -6 Days = 02 OCT 2024 @ 2400 11.21 -0.18 08OCT24 -7 Days = 01 OCT 2024 @ 2400 11.20 -0.19 08OCT24 -30 Days = 08 SEP 2024 @ 2400 10.73 -0.66 _______________________________________________________________________________ _______________________________________________________________________________ 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: 11.56 9.01 0 0.00 0.00 0.00 0.00 0.00 0.00 Outflows S31: 8.99 3.27 0 0.70 0.70 0.00 S337: 0 ______________________________________________________________________________ Stage Site 69: -NR- Site 71: 9.05 (Trigger is 8.5 ft NGVD) Site 76: 8.93 S31 North: -NR- S31 South: -NR- SRS1: 9.04 ______________________________________________________________________________ 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 09 OCT 2024 @ 23:15 ** Preliminary Data - Subject to Revision **