Page 51 - Beaumont Basin Watermaster
P. 51

2,140


                                                                   2,100
                                                                                                                                                   Little San Gorgonio Creek
                                                                                                                                                       Recharge Facility
                                                                                             ! (  2,160                      Noble Creek
                                    1724                                                                                  Recharge Facility
                                                                           2,000
                                                                                            ! (
                                                                                                                                                 2,260
                                                                                                                                                               2,230               2,400
                                                                                                                                                     ! (       2,220
                                                                                         2,100                                                2,250             2,210
                                                                                                                                             2,240
                                                                                                                                        2,220
                                                                                                 ! (    2,150                                                  2,200                     2,300

                                                                                                                                 2,200  ! (                         2,190  ! (                  2,200
                                                                                                                                       Creek
                                                                                    San
                                                                                                                 2,160
                                                                                                                                 Noble       Creek                         2,180
                                                                                                                                              2,210
                                                                                       Timoteo Wash
                                                      Map Features                                                     2,170        Marshall                                                        2,100
                                                                                                                                                         ! (
                                              Groundwater Elevation Contours                                                                                            
                                              (ft amsl; interval = 10 ft)                                                                                                  2,170  ! (
                                            Groundwater Flow Direction                                                                                                       2,160       2,110

                                              Stream                                                                                                               2,390                      Smith
                                              Fault                                                                                                                        2,380
                                              Active Model Zone                                                                                                                                   Creek

                                              Inactive Model Zone
                                         ! (  Well used in Hydrograph Analysis
                                              Artificial Recharge Facility

                                              Beaumont Basin
                                              Adjudicated Boundary                                                                                                                                       Ü
                                                                                                                           Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS,
                                                                                                                          AeroGRID, IGN, and the GIS User Community

                                                                                                                                                          29-May-15
                                   Alda, Inc.  in association with                                         0    0.5     1            2                   Groundwater Elevation Contours
                                                                                                                                      Miles
                                                                                                             NAD 83 CA State Plane Zone 6               in the Beaumont Basin - Fall 2017
                                                                                                                                                                                                     Figure 3-7
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