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Infiltration Test Results














                                                                                                                                  A                                         B

                                                                                                                                                                                                                            E
















                                                                                                                                  C


                                                                                                                                                                                                                            F



                                                                                                                                              DRY SOIL (SILT)                      A. Initial excavation of test infiltration basin
                                                                                                                                          10-12 FEET BELOW                         B. 4" fire hose through intra-basin culvert
                                                                                                                                                                                   C. Clay on basin surface from historical SWP recharge
                                                                                                                                  C       CHANNEL BOTTOM                    D           operations; SWP water during test release from turnout
                                                                                                                                                                                   D. Fine-grained silt/clay 0-2.5 feet; silt/sand/gravel 2.5-5 feet)
                                                                                                                                                                                   E. Test in progress (Day 11)
                                                                                                                                                                                   F. Dry basin after falling-head test (Day 14)


                                                                                                                                                  Conclusions:
                                                    Test Start  Aug-13-2018                                                                       - Results of infiltration testing confirm that the site is suitable for recharge.
                                                    Test End   Aug-27-2018                                                                        - Full-scale basin initial infiltration rates (based on 50% of measured field-scale testing infiltration
                                  Basin Dimensions (L x W) (ft)     32 x 29                                                                       rates) are estimated at 3.7 feet/day. Long-term infiltration rates (based on 50% of full-scale basin initial
                                    Average Water Height (ft)           3.0          Chicken Hill Fault                              YVWD         infiltration rates) are estimated at 1.8 feet/day.
                                                                                                                                                  - While long-term estimates consider expected clogging of the basin bottom from SWP water,
                                                                                                                                     Hydrant
                                                           2
                            Infiltrating Area Basin Bottom (ft )       960                                                                        actual long-term rates will be dependent on the specific site recharge goal and implementation
                                                           2
                     Infiltrating Area Basin Bottom + Walls (ft )    1,270                                                                        of a basin maintenance plan.
                                                                                                                                                  - Declining infiltration rates during the test are associated with shallow recharge mounding
                                  Total Water Added (gallons)      882,120                     Wilson Creek Basins                                identified by the USGS (Mooreland, 1970)
                                Total Water Added (acre-feet)           2.7                    Test Site
                                                   High (ft/d)        8.71               " )                                                      Recommendations:
               Infiltration Rate                                                                                                                  - If site recharge goals are expected to exceed the operational capacity of the basins,
                                                   Low (ft/d)         6.05                                                                        the removal of the approximately upper 3 feet of sediment in each of the basins is
              (Constant-Head)
                                               Average (ft/d)           7.4                                                                       recommended prior to future active recharge. Pilot-scale testing is not recommended at this site.
               Infiltration Rate                    High (ft/d)       7.39
                (Falling-Head)                     Low (ft/d)         5.51     X Y Exploratory Boring EX-1     ยด      0            400 Feet                                                                                 Figure 7
                Full-Scale Basin Est. Initial Infiltration Rate (ft/d)  3.7       Piezometer PZ1                                                                                                                         Wilson Creek
           Full-Scale Basin Est. Long-Term Infiltration Rate (ft/d)     1.8                                                                                                                                                 Basins

                                                                                          Yucaipa Sustainable Groundwater Management Agency - January 23, 2019 - Page 51 of 137
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