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Section 3
                                                                 Status of the Basin and Administration of the Judgment



                  Results of the analysis show an increase in groundwater storage within the adjudicated basin
                  of approximately 1,362 acre-ft between Fall 2016 and Fall 2017.  The net storage increase is
                  attributable to artificial recharge of imported water at the Noble Creek Artificial Recharge
                  facility.  Most of the western and southern areas showed decreases in groundwater in
                  storage

                  3.7      Operating Safe Yield

                  For purposes of this annual report, the annual operating Safe Yield (OSY) describes the net
                  infiltration to the adjudicated groundwater basin (not including artificial recharge) for any
                  given year.  It is noted that the OSY is different than the Operating Yield, which is a function
                  of the unused overlyer production (Appropriative Water) and Temporary Surplus, as
                  described in the Beaumont Basin Judgment (San Timoteo Management Authority v. Banning
                  et al., 2004).


                  Operating Safe Yield is estimated based on the following equation:

                                                     OSY = ΣP + ΔS - ΣAR
                                                              ΔT

                         where:         ΣP     =      The sum of groundwater production (ac-ft)
                                        ΔS     =      The change in groundwater storage (ac-ft)

                                        ΣAR  =        The sum of groundwater recharge (ac-ft)

                                        ΔT     =      The time over which the OSY is estimated (years)

                  Total Beaumont Basin groundwater production in calendar year 2017 was 15,867 ac-ft (see
                  Table 3-3).  Total artificial recharge in calendar year 2017 was 14,940 ac-ft (see Table 3-4).
                  It is noted that only the Noble Creek Recharge Facility recharge was used in the analysis of
                  OSY (recharge at the Little San Gorgonio Creek facility is not included because it is outside
                  the adjudicated area).  The change in groundwater storage estimate is based on the analysis
                  of groundwater levels described earlier in this TM.  The period of time over which the OSY is
                  evaluated is one year.  The resulting OSY is estimated as:




                                                    15,867 + 1,362 – 14,940
                                         OSY =                                  = 2,289 ac-ft
                                                               1


                  It is emphasized that the OSY, as presented herein, is based on one year of data.  When
                  evaluated on a long-term basis, this methodology can be used to estimate the long-term Safe
                  Yield of the basin, as defined in the Beaumont Basin Judgment.  As required by the
                  Judgment, the Safe Yield of the basin was reevaluated in 2013.  The Safe Yield will be
                  reevaluated again in 2023.





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