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Infiltration Test Results

















                                                                                                                                  A                                         B







                                                                                                                                                                                                                                       E



                                                                                                                                                                                    A. SMWC fire hydrant setup
                                                                                                                                                                                    B. 4" fire hose and traffic barricades
                                                                                                                                                                                    C. Post-excavation / flow control skid setup
                                                                                                                                                                                    D. Test in progress (Day 1)
                                                                                                                                  C C                                       D       E. Test in progress (Day 7)





                                                                                                                                              DRY SOIL (SILT)
                                                                                                                                          10-12 FEET BELOW
                                                                                                                                          CHANNEL BOTTOM








                                                    Test Start  Aug-20-2018                                                                       Conclusions:
                                                    Test End   Sep-03-2018                                                                        - Results of infiltration testing confirm/indicate that the site is favorable for recharge.
                                                                                                                                                  - Full-scale basin initial infiltration rates (based on 50% of measured field-scale testing infiltration
                                  Basin Dimensions (L x W) (ft)     33 x 32                                                                       rates) are estimated at 8.0 feet/day. Long-term infiltration rates (based on 50% of full-scale basin initial
                                    Average Water Height (ft)           3.0                                                                       infiltration rates) are estimated at 4.0 feet/day.
                                                           2
                            Infiltrating Area Basin Bottom (ft )       960                                                                        - While long-term estimates consider expected clogging of the basin bottom from SWP water,
                                                                                                                                                  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.
                                                                                                               City of Yucaipa
                                  Total Water Added (gallons)     1,646,180                                                                       - High infiltration rates are representative of almost exclusively coarse-grained deposits (sand/gravel)
                                                                                            YVWD               at California Street               identified in EX-5.
                                Total Water Added (acre-feet)           5.1                 Hydrant            Test Site
                                                   High (ft/d)       18.47                                " )                                     Recommendations:
               Infiltration Rate
                                                   Low (ft/d)        13.58                                   X YBoring EX-5                       - Pilot recharge testing is recommended to confirm full-scale basin infiltration rates and identify
              (Constant-Head)                                                                                                                     potential site vadose zone storage capacity constraints due to recharge mounding.
                                               Average (ft/d)         16.0
               Infiltration Rate                    High (ft/d)      16.82                                    USGS Nested Well
                (Falling-Head)                     Low (ft/d)         14.5      ยด      0           400 Feet    (Equestrian Park)                                                                                            Figure 8
                Full-Scale Basin Est. Initial Infiltration Rate (ft/d)  8.0                                                                                                                                             City of Yucaipa
           Full-Scale Basin Est. Long-Term Infiltration Rate (ft/d)     4.0                                                                                                                                           at California Street

                                                                                          Yucaipa Sustainable Groundwater Management Agency - January 23, 2019 - Page 52 of 137
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