Report

                                                                                                   Date This Report Generated:
                                                                                                            18 JAN 2026 @ 1705        
 
 
 
                                                   CORPS OF ENGINEERS, U.S. ARMY
                                        Sacramento District           Sacramento, California
 
                                  DAILY OPERATION OF TERMINUS RESERVOIR, KAWEAH RIVER, CALIFORNIA
 
                                                         JANUARY  2026      
 
             Midnight       Storage    Mean     ------------ Mean Outflow --------------     Gross     Pan     Prec    Top Con Flood Control
   Date   Elev    Storage    Change   Inflow    Total*   River     [1]      [2]      [3]      Evap    Evap     (in)    Storage Parameter
          (ft)    (ac-ft)   (ac-ft)    (sfd)    (sfd)    (sfd)    (sfd)    (sfd)    (sfd)   (ac-ft)   (in)             (ac-ft) (in)
    01   616.98     32797      1319    1597     930.4    909.5      2.6  ????        18.3       3     0.05     0.73       6051   6.97    
    02   617.87     33591       794    1252     849.7    828.9      2.6  ????        18.2       4     0.07     0.00       6346   6.77    
    03   620.32     35840      2249    1945     809.5    788.7      2.6  ????        18.2       3     0.05     1.03       4139   8.24    
    04   622.16     37590      1750    1690     806.8    786.1      2.6  ????        18.1       3     0.04     0.36       3325   8.78    
    05   623.07     38474       884    1252     804.0    783.3      2.6  ????        18.1       5     0.07     0.01       3562   8.63    
 
    06   623.11     38513        39     825     802.5    781.8      2.6  ????        18.1       6     0.09     0.00       3937   8.38    
    07   623.07     38474       -39     783     801.4    791.0      2.7  ????         7.6       3     0.05     0.00       4314   8.12    
    08   622.59     38006      -468     569     803.7    800.3      2.7  ????         0.6       3     0.05     0.00       4492   8.01    
    09   622.00     37435      -571     518     803.8    800.6      2.7  ????         0.5       5     0.07     0.01       4740   7.84    
    10   621.37     36832      -603     502     803.9    801.0      2.6  ????         0.2       4     0.07     0.00       5028   7.65    
 
    11   620.68     36178      -654     476     803.8    801.0      2.6  ????         0.2       5     0.07     0.00       5367   7.42    
    12   620.03     35569      -609     500     803.8    801.0      2.7  ????         0.2       6     0.09     0.00       5696   7.20    
    13   619.20     34800      -769     419     803.9    801.0      2.7  ????         0.2       5     0.08     0.00       6017   6.99    
    14   618.45     34115      -685     461     803.8    801.0      2.7  ????         0.1       5     0.08     0.00       6326   6.78    
    15   617.62     33367      -748     430     803.7    801.0      2.7  ????         0.1       6     0.10     0.00       6743   6.58    
 
    16   616.86     32691      -676     465     803.6    801.0      2.6  ????         0.1       5     0.08     0.00       7147   6.38    
    17   616.17     32085      -606     501     803.6    801.0      2.6  ????         0.1       5     0.08     0.00       7537   6.20    
 
 
 
  Totals (sfd)                        14186   13841.8  13678.1     44.8      0.0    118.9     
  Totals (ac-ft)                607   28138   27455.2                                          76     
  Totals (inches)                                                                                     1.22     2.14
 
 [1] Lemon Cove Ditch;  [2] Hawkeye Ditch;  [3] Footthill Ditch
 * Totals may not reflect the sum of inputs due to rounding of the presented values

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