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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

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