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Infiltration Test Results                                            Dunlap

                                                                     Channel
                                                                       Site







                                                                  CLAY
 Note: Flow rates into the basin averaged 0.3 to 0.7 gpm
 (below minimum threshold of digital paddle meter);   B
 thus infiltration rates were calculated based on   A
 meter readings approximately every one to three days.






                                                                                                           F






                                                             A. WHWC hydrant setup on Avenue D
                                                   D         B. Excavation of test infiltration basin
                                                             C. Native clay sediment deposited on base of
                                                                  flow control skid at end of testing (Day 13)
                                                             D. Testing in progress (Day 1)
                                                             E. End of falling-head test (Day 13)
                                                             F. Geologic cross section 2-2' (Figure 5b;
                                                                  Geoscience, Dec 2014) showing
                                                                  significant clay lenses in vadose zone
                                                                  beneath Dunlap Channel test basin site





       C                                          E



 Test Start  Jul-16-2018
                        Conclusions:
 Test End  Jul-30-2018
                        - Results of infiltration testing indicate that the site is not suitable for recharge.
 Basin Dimensions (L x W) (ft)  33 x 30  - Full-scale basin initial infiltration rates (based on 50% of measured field-scale testing infiltration
 Average Water Height (ft)  2.5  rates) are estimated at 0.1 feet/day. Long-term infiltration rates (based on 50% of full-scale basin
                        initial infiltration rates) are estimated at <0.1 feet/day.
 2
 Infiltrating Area Basin Bottom (ft )  960
 2
 Infiltrating Area Basin Bottom + Walls (ft )  1,270  Dunlap Channel  Recommendations:
 Total Water Added (gallons)  22,895  Test Site  - Regional geologic cross sections and interpretations indicate vadose zone sediments are comprised
                        of significant fine-grained clay layers in this area of the Western Heights Subarea, corresponding
 Total Water Added (acre-feet)  0.1  with the very low infiltration rates observed during testing.
  High (ft/d)  0.14  " )  - No additional actions are recommended at this site.
 Infiltration Rate
 Low (ft/d)  0.1
 (Constant-Head)
 Average (ft/d)  0.1
 Infiltration Rate                    High (ft/d)  0.19
 (Falling-Head)   Low (ft/d)  0.18  ยด                                                            Figure 3
 Full-Scale Basin Est. Initial Infiltration Rate (ft/d)  0.1  0  800 Feet                         Dunlap
 Full-Scale Basin Est. Long-Term Infiltration Rate (ft/d)  0.0                                   Channel

 Yucaipa Sustainable Groundwater Management Agency - January 23, 2019 - Page 47 of 137
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