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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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