TABLE 1                                                                          
     
                                             
  WATER SUPPLY STRATEGY AND BUDGET JANUARY-MARCH 2005        
   Carmel River Reservoirs: Diversion and Release Schedule Assuming Normal Inflow Conditions        
              (All Values in Acre-Feet, except as indicated)        
               
    Oct-04 Nov-04 Dec-04 Jan-05 Feb-05 Mar-05 Apr-05 May-05 Jun-05 Jul-05 Aug-05 Sep-05 Oct-00 Nov-00 Dec-00   Totals WY 2005         Acre-Feet  
  Los Padres Reservoir                                     Oct-98 Nov-98 Dec-98 Jan-99 Feb-99 Mar-99 Apr-99 May-99 Jun-99 Jul-99 Aug-99 Sep-99 Oct-99 Nov-99 Dec-99          
     Inflow 827 874 1,840 4,640 7,680 8,800   201 501 1,666   24,661     201 211 235 2,400 5,700 9,600 12,017 10,610 6,000 3,000 1,500 750 325 200 750 1,500   34202      
     Outflow                                
            Evaporation 22 5 6 6 9 15   11 6 5   63          
            Spillage 0 0 674 4,019 7,096 8,170   0 0 0   19,959          
            Release (Fish Ladder) 474 845 615 615 575 615   393 405 461   3,738          
            Release (Outlet) 0 0 0 0 0 0   0 0 0   0          
            Release (Notch) 0 0 0 0 0 0   0 0 0   0          
     Total Storage                            
           Beginning of Month 668 999 1,023 1,569 1,569 1,569   0 0 90              
           End of Month 999 1,023 1,569 1,569 1,569 1,569   0 90 1,290              
                               
  Between  Reservoirs                           Assumed Losses for Riparian ET and Private Pumping    
      Inflow 97 188 460 1,160 1,920 2,200   117 74 284   6,025         526 58.5    
      Outflow                         Oct-95 Nov-95 Dec-94 Jan-95 Feb-95 Mar-95 Apr-95 May-95 Jun-95 Jul-95 Aug-95 Sep-95 Oct-97 Nov-97 Dec-97      
           Evapotranspiration 28 20 16 21 26 37   37 21 16   147     ET 37 21 16 21 26 37 53 74 63 68 58 53 37 21 16    
           Private Usage 5 -18 2 2 2 2   5 2 2   -4     Pumping 5 -18 2 2 2 2 5 7 8 8 8 6 5 2 2    
                         
  San Clemente Reservoir                      
     Inflow 538 1,030 1,730 5,771 9,563 10,946   468 455 727   29,579     Galante 4 2 2 1 1 2 4 5 6 6 6 5   45  
     Outflow                   Dormody   -20   0 0   20  
            Evaporation 5 2 6 6 9 15   6 7 6   42        
            Spillage 0 0 888 5,704 9,498 10,869   37 180 198   26,960        
            Diversion (Filter Plant) 0 0 0 0 0 0   31 30 31   0        
            Release (Valve) 0 0 0 0 0 0   63 59 123   0        
            Release (Six Ports) 349 970 708 0 0 0       2,027        
            Release ( Fish Ladder) 123 0 0 0 0 0   123 119 307   123        
            Leakage 61 59 61 61 56 61   61 59 61   361        
      Total Storage                      
           Beginning of Month 71 71 71 137 137 137   0 147 147            
           End of Month 71 71 137 137 137 137   147 147 147            
                       
     Total Release 534 1,029 1,658 5,766 9,554 10,931             285 418 690   29,471      
     Mean Daily Release in cfs  8.7 17.3 27.0 94 172 178   4.6 7.0 11.2          
     Mean Daily Diversion in cfs 0.0 0.0 0.0 0.0 0.0 0.0   0.5 0.5 0.5          
     Mean Daily Diversion in cfs (Russell Wells) 0.5 0.5 0.5 0.9 0.9 0.9   1.4 1.4 1.4          
                                           
  Notes:          
  1.  The minimum pool requirements at Los Padres and San Clemente Reservoirs are 91 acre-feet @ elevation 980 ft and 71 acre-feet @ elevation 515 ft, respectively.        
  2.  Projected inflow for the December 2004 through March 2005 period is based on the expectation that unimpaired flows at San Clemente Dam will equal the 50% exceedance values for reconstructed unimpaired monthly historical flows (WY1902-2004).        
  3.  Calculated inflow to San Clemente Reservoir is distributed 80% above Los Padres Dam and 20% between Los Padres and San Clemente Dams.        
  4.  Estimated evaporation is based on average monthly reservoir surface area and gross monthly evaporation rates developed by  US Army Corps of Engineers (1981).          
  5.  Releases and diversions are consistent with terms of the 2001 Conservation Agreement between the NOAA Fisheries and California-American Water Company, and with the conditions in SWRCB Order WRO  2002-0002.                                         
u/staff/word/boardpacket/2004/2004boardpacket/20041213/PubHrgs/16/item16_exh16b_table1.xls