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Equipment  needed  incudes  a  new  water  level  probe,
                                     communication  cable, and a  barometric pressure  probe.  These
                                     are being ordered.


                       B.     2017 Consolidated Annual Report and Engineering Report
                                     Recommendation:  That the Watermaster Committee members
                                     adopt the Final 2017 Consolidated Annual Report and Engineering
                                     Report.

                                     Engineer  Hannibal  Blandon  reminded  the  Committee  that  the
                                     draft report was presented at the January meeting.  The requests
                                     have been included.  He shared additional comments that were
                                     received.
                                     He pointed out the 100-year histogram was replaced with the 25-
                                     year  rainfall  histograms  and  discussed  the  section  on  water
                                     quality.  Mr. Jaggers suggested including both histograms.


                              It was moved by Member Jaggers and seconded by Member Jakher to
                              adopt  the  Final  2017  Consolidated  Annual  Report  and  Engineering
                              Report.


                               AYES:                  Jaggers, Jakher, Jorritsma, Vela
                               NOES:                  None.
                               ABSTAIN:               None.
                               ABSENT:                Zoba
                               STATUS:                Motion Approved



                          C.  Presentation  of  Recharge  and  Recovery  Scenarios  for  Analysis  to
                              Estimate Losses in the Beaumont Basin – Project Progress Update

                                     Recommendation: No recommendation.
                                     Engineer Tom Harder presented a contour map and pointed out
                                     that when artificial recharge is done, it creates a mound that can
                                     accelerate the flow out of the basin if it is not captured.  Losses
                                     occur mainly in the southwest portion and west side of the basin.
                                     Depending  on  how  the  basin  is pumped  it  can  influence  these
                                     losses.
                                     Six scenarios were analyzed and baseline loss was determined to
                                     be about 20 percent of recharge. Adding the SGPWA recharge
                                     projections to the model, the loss estimate increases by 1,900
                                     AF,  about  15  percent  of  the  water  put  in.  Increased  basin
                                     pumping  reduced  the  loss,  so  wells  should  be  located  to  take
                                     advantage of the down gradient.





               BEAUMONT BASIN WATERMASTER – COMMITTEE MINUTES 2018-03-28                          PAGE 4 of 6
                                         Beaumont Basin Watermaster - June 6, 2018 - Page 7 of 27
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