Page 110 - Beaumont Basin Watermaster
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2013 Reevaluation of the
               Beaumont Basin Watermaster                                                                                                                                 3-Apr-15                 Beaumont Basin Safe Yield




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                                                                                                                                                                                                           Map Features
                                                                                              2200                                                                                                      Elevation of Bottom of Main Aquifer
                                                                               2100                                                                                                                ! (  (ft amsl)

                                                                                                                                                                                                        Contours of Equal Elevation-
                                                                                                                                                                                                        Bottom of Upper Aquifer (ft amsl)

                                                                                                                                                                                                        Surficial or Alluvial Deposists
                                                                   2000
                                                1800
                           1700
                                            1700                    1900                                                2000                                                                            Pleistocene San Timoteo Deposits
                                                                     1800
                                                                                                                                                                                                        Tertiary San Timoteo and other
                                                                  1700                                              1900
                                        1700                                                                                                                                                            Tertiary Sedimentary Deposits
                                             1800                  1700                                            1800
                                                                                             1350
                                                              1800                                                                                                                                      Crystalline Basement Complex
                                                                                            ! (                    1700                             2200                                                Study Area
                                                    1900                                    1400                   1600
                                                                                                                     1520
                                                                                                         ! (  1510        ! (                     2100                                                  Beaumont Basin Adjudicated Area
                                                                                                 1500       1600             1500                                                                       Freeway/Highway
                                                                                                             1700
                                                              2000                                            1800

                                                                                                                                      ! (
                                                                                                                                        1470
                                                                                                               1900
                                      U V
                                       60
                                                                                                               2000              ! ( 1780
                                                                                                                 2100
                                                                                                                   2200

                                                                                                                       2300                                                  § ¨ ¦
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                                                                                     0    0.5    1           2
                                                                                                              Miles
                                                                                         NAD 83 State Plane Zone 6                                                                        Contours of Equal Elevation-

                                                                                                                                                                                                  Bottom of Upper Aquifer
                                                                                                                                                                                                                                 Figure 19
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