| Revised 6/25/2003 | 
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  Seaside Basin Coastal Subareas
  Ground Water Production | 
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  Cal-Am | 
  Seaside Municipal | 
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  Golf Courses | 
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  Others | 
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  Total | 
  
  
  
  
   
    | Percentage of Long-Term Yield | 
    
   
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    | 
   # of wells | 
  acre-feet | 
  Well #1 | 
  Well #2 | 
  Well #3 | 
  Well #4 | 
  Total | 
    | 
    | 
  Coe Ave. Well | 
  Reservoir Well | 
  Total | 
   # of wells | 
  acre-feet | 
   # of wells | 
  acre-feet | 
    | 
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  RY1993 | 
  RY1994 | 
  RY1995 | 
  RY1996 | 
  RY1997 | 
  RY1998 | 
  RY1999 | 
  RY2000 | 
  RY2001 | 
  WY2002 | 
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  RY 1993 | 
  8 | 
  1,819 | 
  153 | 
  0.00 | 
  153 | 
  0 | 
  305 | 
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  326 | 
  0 | 
  326 | 
  8 | 
  31 | 
  19 | 
  2,481 | 
  57% | 
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  ASR to MM | 
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  5.01 | 
  16.54 | 
  3.35 | 
  1.15 | 
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  RY 1994 | 
  8 | 
  2,650 | 
  124 | 
  0.00 | 
  155 | 
  0 | 
  279 | 
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  276 | 
  0 | 
  276 | 
  8 | 
  29 | 
  19 | 
  3,234 | 
  74% | 
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  Ghandour | 
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  0.00 | 
  0.12 | 
  0.19 | 
  4.46 | 
  3.18 | 
  0.00 | 
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  RY 1995 | 
  9 | 
  2,800 | 
  149 | 
  0.00 | 
  185 | 
  0 | 
  334 | 
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  123 | 
  0 | 
  123 | 
  8 | 
  22 | 
  20 | 
  3,279 | 
  75% | 
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  City of Sand | 
  0.47 | 
  0.00 | 
  0.54 | 
  1.40 | 
  1.08 | 
  0.10 | 
  0.05 | 
  0.04 | 
  0.38 | 
  0.57 | 
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  RY 1996 | 
  8 | 
  4,429 | 
  7 | 
  0.00 | 
  300 | 
  0 | 
  307 | 
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  282 | 
  0 | 
  282 | 
  9 | 
  47 | 
  20 | 
  5,065 | 
  116% | 
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  Parshall-MM | 
  27.15 | 
  20.74 | 
  18.01 | 
  29.06 | 
  31.13 | 
  27.43 | 
  12.60 | 
  0.00 | 
  23.10 | 
  27.85 | 
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  RY 1997 | 
  8 | 
  4,651 | 
  
  
  
  
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  0.00 | 
  310 | 
  0 | 
  333 | 
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  0 | 
  401 | 
  7 | 
  63 | 
  18 | 
  5,448 | 
  125% | 
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  Land Use (mult.) | 
  3.19 | 
  3.37 | 
  3.31 | 
  4.91 | 
  4.09 | 
  4.05 | 
  2.56 | 
  2.56 | 
  1.56 | 
  2.27 | 
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  RY 1998 | 
  8 | 
  3,563 | 
  10 | 
  0.00 | 
  241 | 
  0 | 
  251 | 
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  305 | 
  
  
  
  
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  305 | 
  7 | 
  32 | 
  18 | 
  4,151 | 
  95% | 
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  D. Watson | 
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  5.00 | 
  0.71 | 
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  304.78 | 
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  RY 1999 | 
  8 | 
  3,578 | 
  
  
  
  
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  0.00 | 
  252 | 
  0 | 
  252 | 
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  293 | 
  95 | 
  387 | 
  7 | 
  20 | 
  19 | 
  4,237 | 
  97% | 
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  S. Castaldo | 
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  0.00 | 
  0.08 | 
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  251.8921 | 
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  RY 2000 | 
  9 | 
  4,013 | 
  15 | 
  0.00 | 
  296 | 
  0 | 
  311 | 
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  240 | 
  436 | 
  676 | 
  9 | 
  24 | 
  22 | 
  5,024 | 
  115% | 
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  Robinette | 
  0.00 | 
  4.96 | 
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  0.01 | 
  0.02 | 
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  304.7821 | 
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  RY 2001 | 
  8 | 
  3,307 | 
  96 | 
  0.00 | 
  224 | 
  0 | 
  320 | 
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  245 | 
  377 | 
  622 | 
  8 | 
  37 | 
  20 | 
  4,286 | 
  98% | 
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  DBO dev25 | 
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  0.00 | 
  11.30 | 
  27.02 | 
  0.00 | 
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  WY 2002 | 
  8 | 
  3,522 | 
  0 | 
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  278 | 
  37 | 
  315 | 
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  218 | 
  
  
  
  
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  555 | 
  6 | 
  33 | 
  18 | 
  4,425 | 
  101% | 
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  30.81 | 
  29.07 | 
  21.86 | 
  46.67 | 
  63.32 | 
  31.70 | 
  20.41 | 
  23.6 | 
  36.58 | 
  32.65 | 
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  Notes: | 
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  LU | 
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  1.  Data Source:  MPWMD Annual Water Production Reporting records. | 
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  Calabrese | 
  0 | 
  1.05 | 
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  2.  The Reporting Period refers to either the
  Reporting Year (RY) or Water Year (WY). 
  The Reporting Years run from July 1 to June 30. Beginning in 2002, the
  Reporting Period  | 
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  Souza | 
  1.04 | 
  0.45 | 
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       conforms to the Water Year (i.e.,
  October 1 through September 30). | 
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  Phillips | 
  0.09 | 
  0.14 | 
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  3.  The long-term yield of the Seaside Coastal
  subareas is estimated to be 4,375 acre-feet per year. | 
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  Schmeltz | 
  0.49 | 
  0.16 | 
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  4.  Readings for City Well #1 were originally
  reported in cubic feet, but based on 11/27/2002 discussion with Don Betts,
  those readings should have been reported in gallons.  Numbers here  | 
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  Hutchings | 
  1.57 | 
  1.57 | 
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       were revised based on this correction. | 
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  3.19 | 
  3.37 | 
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  5.  Production from the Coe Avenue well was
  reported as 251.89 AF for a 10.5 month period (8/14/1997 to 6/30/1998).  MPWMD staff applied monthly non Cal-Am
  demand factors to estimate | 
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       production from July 1, 1997 through
  August 13, 1997 as 21% of total, or 52.89 AF.  The value shown for RY 1998 is a combined total of the estimate
  and the reported production. | 
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  6.  Production from the Coe Avenue well was
  292.88 AF according to the report filed by the City of Seaside;  this value is based on the difference
  between the meter readings on 6/30/1999  | 
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       (57,693,400 gallons) and 6/30/1998
  (62,259,300 gallons), during which time the meter "rolled over" and
  recorded a total production of 95,343,100 gallons.  Production from the Reservoir well  | 
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       was 94.58 AF on the basis of readings
  made by MPWMD staff on 3/3/1999 and 6/28/1999. | 
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  7.  Reports on file from the City of Seaside
  indicate that production from the Coe Avenue well was 240.10 AF, based on the
  difference between meter readings on 6/30/2000 (35,928,700 gallons)  | 
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       and 6/30/1999 (57,693,400 gallons),
  during which time the meter "rolled over" and recorded a total
  production of 78,235,300 gallons. 
  Production from the Reservoir well was 436 AF during  | 
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       RY 2000.  Confirmed with Don Betts on 11/27/2000.   | 
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  8.  Coe Ave. well production for RY 2001 is
  based on difference between 7/31/2001 reading ( 28,662,800 gallons) and
  6/30/2000 reading (35,928,700 gallons), during which time the meter  | 
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       "rolled over" and recorded a
  total production of 92,734,100 gallons. 
  This value was reduced by 14% to factor out the extra month (7/2001),
  resulting in 244.75 AF.  Reservoir
  well production is | 
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        based on difference between 6/30/2001
  reading (907.518 AF) and 6/30/2000 reading (531.000 AF). | 
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  9.  Coe Ave. well production for WY 2002 is
  based on difference between 10/3/2002 reading (25,554,000 gallons) and
  10/1/2001 reading (54,473,700 gallons) during which time the meter
  "rolled  | 
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       over" and recorded 71,080,300
  gallons.  Reservoir well production is
  based on difference between 10/3/2002 reading (373.203 AF) and 10/1/2001
  reading (036.000 AF). | 
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