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                            RESERVOIR INFLOW COMPUTATIONS (1)
                             CAPE FEAR RIVER BASIN, N.C.
           B.EVERETT JORDAN LAKE                             FEBRUARY 2001  

          ELEVATION,FT,MSL            CHANGE IN CONTENTS      FLOW, CFS
          ________________            __________________      _________
                            TOTAL
     (2)  GUIDE  RESERVOIR CONTENTS  ACRE -  DAY-SEC-FEET     (3) WATER
     DATE CURVE   LEVEL      AF     FEET  STORED DRAWDOWN OUTFLOW SUPPLY INFLOW
     __________________________________________________________________________
         216.00  214.90    200284.
       1 216.00  214.94    200802.   518.   261.            333.     2.    596
       2 216.00  214.96    201062.   260.   131.            390.    13.    534
       3 216.00  214.94    200802.  -260.          -131.    390.    14.    273
       4 216.00  214.97    201191.   389.   196.            390.    12.    598
       5 216.00  214.94    200802.  -389.          -196.    390.    12.    206
       6 216.00  214.94    200802.     0.     0.            390.    12.    402
       7 216.00  214.93    200673.  -129.           -65.    390.    15.    340
       8 216.00  214.92    200543.  -130.           -66.    390.    14.    338
       9 216.00  214.84    199506. -1037.          -523.    390.    14.   -119
      10 216.00  214.93    200673.  1167.   588.            390.    13.    991
      11 216.00  214.88    200025.  -648.          -327.    390.    12.     75
      12 216.00  214.94    200802.   777.   392.            390.    12.    794
      13 216.00  214.92    200543.  -259.          -131.    390.    14.    273
      14 216.00  214.96    201062.   519.   262.            390.    12.    664
      15 216.00  215.04    202122.  1060.   534.            390.    15.    939
      16 216.00  215.14    203477.  1355.   683.            390.    13.   1086
      17 216.00  216.17    217580. 14103.  7110.            269.    13.   7392
      18 216.00  217.12    231312. 13732.  6923.            198.    18.   7139
      19 216.00  217.51    237073.  5761.  2905.            199.     0.   3104
      20 216.00  217.77    240913.  3840.  1936.            199.    16.   2151
      21 216.00  217.67    239436. -1477.          -745.   2286.    15.   1556
      22 216.00  217.27    233528. -5908.         -2979.   4129.    13.   1163
      23 216.00  216.93    228531. -4997.         -2519.   3284.    12.    777
      24 216.00  216.72    225505. -3026.         -1526.   2576.    14.   1064
      25 216.00  216.49    222191. -3314.         -1671.   2572.    13.    914
      26 216.00  216.35    220173. -2018.         -1017.   2162.    15.   1160
      27 216.00  216.32    219741.  -432.          -218.   1176.    15.    973
      28 216.00  216.29    219309.  -432.          -218.   1176.    14.    972
     __________________________________________________________________________

   TOTAL FOR MONTH................ 19025. 21921. -12332.  26409.   357.  36355.
   NET CHANGE IN DAY-SECOND-FEET..  9592.  9589.                          9589.
   AVERAGE FLOW IN C.F.S..........          342.            943.    13.   1298.

   CHANGE IN CONTENTS FOR MO.(4).. 19025.

       (1) COMPUTATIONS BASED ON THE DECEMBER 1985 CAPACITY TABLE.

       (2) BY 24-HOUR CLOCK, TIME IS 2400 OF DAY INDICATED UNLESS
      OTHERWISE NOTED. AVERAGE FLOW OR CHANGE IN RESERVOIR CONTENTS
      ARE FOR PERIOD ENDING AT TIME INDICATED.

       (3) BASED ON PROJECT RECORDS. DOES NOT INCLUDE EVAPORATION
      LOSSES. ALSO, OUTFLOW DOES NOT INCLUDE RALEIGH WATER SUPPLY
      WITHDRAWALS (SEE NEXT COLUMN).

       (4) BASED ON TOTAL CONTENTS AT BEGINNING AND END OF MONTH.