U. S. Army Corps of Engineers Jacksonville District Water Conservation Area #1 Report Data Ending 2400 hours 04 OCT 2009 Note: Headwater, tailwater, and stage values below are instantaneous values unless otherwise specified. Headwater Tailwater ----------- Gate Positions ------------ Elevation Elevation Disch #1 #2 #3 #4 #5 #6 #7 #8 (ft-msl) (ft-msl) (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (I) see note Water Conservation Area #1 Site 1-7: -NR- 3 Station Average = -NR- Site 1-8T: 16.83 (Site 1-7, 1-8T and 1-9) Site 1-8C: 16.92 2 Station Average = 16.82 Site 1-9: 16.81 (Site 1-9 and 1-8T for Temp. Deviation) L8: -NR- BLW S5AW: -NR- S5AW: -NR- -NR- -NR- S5AE: 13.16 -NR- 1.40 1.40 S5AS: 14.30 0.00 0.00 S5A Pumps: 10.31 14.27 0 0 0 0 0 0 0 (cfs) S10E: -NR- -NR- -NR- S10D: 16.88 13.31 0 0.00 0.00 0.00 0.00 S10C: 16.84 13.40 0 0.00 0.00 0.00 0.00 S10A: 16.83 13.35 0 0.00 0.00 0.00 0.00 Total S10 Discharge: 0 S39: 16.86 8.05 0 0.00 G256: -NR- -NR- G300: 14.28 16.73 0.00 0.00 G301: 14.30 16.80 0.00 0.00 0.00 G302: 14.30 11.27 0.00 0.00 Speed of Pumps (RPM) G310: -NR- -NR- -NR--NR--NR--NR--NR--NR- G250: -NR- -NR- -NR--NR--NR--NR--NR- G251: -NR- -NR- -NR--NR--NR--NR--NR- Daily Precipitation Totals 1-Day 3-Day 7-Day (inches) (inches) (inches) S5A Pump Station: -NR- 0.00 0.00 Site 1-7: -NR- 0.00 0.00 Site 1-8T: 16.85 33.71 -2.27 Site 1-8C: 0.00 0.00 17.01 Site 1-9: 0.00 16.82 1.84 S6 Pump Station: -NR- 0.00 0.00 S10D: 0.00 0.00 0.00 WCA-1 Average 0.00 2.80 3.14 (Site 1-8T not included) WCA-1 Area Regulation Elevation Regulation Departure (ft-NGVD) (ft-NGVD) (feet) Site 1-8C 16.92 17.50 -0.58 Average of Sites 1-7, 1-9, 1-8T -NR- 17.50 -NR- Zone A2 with Site 1-8C 16.92 16.70 0.22 Zone A2 with Site 1-7, 1-9, 1-8T -NR- 16.70 -NR- Regulation Zone Elevations A2= 17.50 B= 16.70 C= 14.00 ------------------------------------------------------------------------------ * DATES ! USE GAGE ! CONDITIONS * * 1JAN - 30JUN ! 1-8C (Canal) ! All * * 1JUL - 31DEC ! 1-8C (Canal) ! Except as noted below * * ! Average of 1-7, ! During rising stages when canal * * ! 1-8T, and 1-9 ! stage exceeds average. * ------------------------------------------------------------------------------ 3Station Diff Site8C Diff WCA-1 Elevations 04 OCT 2009 -NR- 16.92 04OCT09 -1 Day = 03 OCT 2009 @ 2400 -NR- -NR- 16.95 0.03 04OCT09 -2 Days = 02 OCT 2009 @ 2400 -NR- -NR- 16.95 0.03 04OCT09 -3 Days = 01 OCT 2009 @ 2400 -NR- -NR- 16.95 0.03 04OCT09 -4 Days = 30 SEP 2009 @ 2400 -NR- -NR- 16.97 0.05 04OCT09 -5 Days = 29 SEP 2009 @ 2400 -NR- -NR- 16.97 0.05 04OCT09 -6 Days = 28 SEP 2009 @ 2400 16.87 -NR- 16.99 0.07 04OCT09 -7 Days = 27 SEP 2009 @ 2400 16.87 -NR- 17.00 0.08 04OCT09 -30 Days = 04 SEP 2009 @ 2400 16.56 -NR- 16.69 -0.23 ___________________________________________________________________________ Water Conservation Area #2 S6 Pumps: -NR- 13.93 40 0 40 0 (cfs) Temporary Deviation Average of Sites 1-9 and 1-8T 16.82 7 Day Recession Rate (ft/wk) 0.07 (Note: Rainfall check not complete) ELEV Diff 2Station Avg. 04 OCT 2009 16.82 04OCT09 -1 Day = 03 OCT 2009 @ 2400 16.83 0.01 04OCT09 -2 Days = 02 OCT 2009 @ 2400 16.83 0.01 04OCT09 -3 Days = 01 OCT 2009 @ 2400 16.85 0.03 04OCT09 -4 Days = 30 SEP 2009 @ 2400 16.86 0.04 04OCT09 -5 Days = 29 SEP 2009 @ 2400 16.87 0.05 04OCT09 -6 Days = 28 SEP 2009 @ 2400 16.88 0.06 04OCT09 -7 Days = 27 SEP 2009 @ 2400 16.89 0.07 04OCT09 -30 Days = 04 SEP 2009 @ 2400 16.58 -0.24 ___________________________________________________________________________ (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 05 OCT 2009 @ 16:15 ** Preliminary Data - Subject to Revision **