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Infiltration Test Results









                                                                                                                                                                                                    Silt/Clay






                                                                                                                                  A                                         B







                                                                                                                                                                                                                                       E



                                                                                                                                                                                    A. 4" fire hose / YVWD fire hydrant in background
                                                                                                                                                                                    B.  Post-excavation / fencing setup (Day 1)
                                                                                                                                                                                    C. Test in progress (Day 3)
                                                                                                                                                                                    D. Test in progress (Day 4)
                                                                                                                                  C C                                       D       E. Post-testing - hard silt/clay layer shown in upper 3 feet
















                                                                                                                                                  Conclusions:
                                                                                                                                                  - Results of infiltration testing confirm/indicate that the site is favorable for recharge.
                                                    Test Start  Sep-03-2018                                                                       - Full-scale basin initial infiltration rates (based on 50% of measured field-scale testing infiltration
                                                                                                                                                  rates) are estimated at 10.5 feet/day. Long-term infiltration rates (based on 50% of full-scale basin
                                                    Test End   Sep-17-2018
                                                                                                                                                  initial infiltration rates) are estimated at 5.2 feet/day.
                                  Basin Dimensions (L x W) (ft)     32 x 32                                                                       - While long-term estimates consider expected clogging of the basin bottom from SWP water,
                                                                                                    YVWD
                                    Average Water Height (ft)           2.5                       Hydrant                                         actual long-term rates will be dependent on the specific site recharge goal and implementation
                                                           2
                            Infiltrating Area Basin Bottom (ft )       960                                                                        of a basin maintenance plan.
                                                                                                                                                  - High infiltration rates are representative of almost exclusively coarse-grained deposits (sand/gravel/
                                                                               Oak Glen Creek Basins
                                                           2
                     Infiltrating Area Basin Bottom + Walls (ft )    1,270       Test Site (Excavated)                                            cobbles) identified during excavating and in EX-2.
                                  Total Water Added (gallons)     1,974,600                                      X Y Boring EX-2                  - Infiltration test results for excavated and bermed test basins within Oak Glen Creek Basin highlight
                                Total Water Added (acre-feet)           6.1                               " )                                     the importance removing the upper approximate 3 feet of fine silt/clay that has accumulated in the basin.
                                                   High (ft/d)       24.06                                                                        Recommendations:
               Infiltration Rate                                                                                                                  - If site recharge goals are expected to exceed the operational capacity of the Oak Glen Creek Basins,
                                                   Low (ft/d)        17.86
              (Constant-Head)                                                                                                                     the removal of the upper 3 feet of sediment in each of the Oak Glen Creek basins prior to future
                                               Average (ft/d)         21.0                                                                        active recharge is recommended. Pilot-scale testing is not critical at this site.
               Infiltration Rate                    High (ft/d)       19.7
                (Falling-Head)                     Low (ft/d)         19.7      ยด      0           400 Feet                                                                                                                Figure 10
                Full-Scale Basin Est. Initial Infiltration Rate (ft/d)  10.5                                                                                                                                           Oak Glen Creek
           Full-Scale Basin Est. Long-Term Infiltration Rate (ft/d)     5.2                                                                                                                                          Basins (Excavated)

                                                                                          Yucaipa Sustainable Groundwater Management Agency - January 23, 2019 - Page 54 of 137
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