Page 50 - Yucaipa Sustainable Groundwater Management Agency - Yucaipa SGMA
P. 50

Infiltration Test Results
























              A                                              B                                    C



                                                                                      A. YVWD hydrant setup at
                                                                                           Oakwood Circle
                                                                                      B. 4" fire hose above test site
                                                                                      C. Setting up flow control skid
                                                                                           in excavation prior to filling;
                                                                                           two float valves on 2"
                                                                                           discharge lines and high
                                                                                           and low water level alarm
                                                                                           sensors
                                                                                      D. Initial fill of test basin (Day 1)
                                                                                      E. Consistent silt with fine to
                                                                                           medium sand (0-5 feet)






                       D                                                      E



 Test Start  Jul-09-2018
                        Conclusions:
 Test End  Jul-23-2018  YVWD Hydrant  - Results of infiltration testing indicate that the site is suitable for recharge.
 Basin Dimensions (L x W) (ft)  32 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 5.4 feet/day. Long-term infiltration rates (based on 50% of full-scale basin
                        initial infiltration rates) are estimated at 2.7 feet/day. While long-term estimates consider
 2
 Infiltrating Area Basin Bottom (ft )  960  Tennessee Street Basin  expected clogging of the basin bottom from SWP water, actual long-term rates will be
 2
 Infiltrating Area Basin Bottom + Walls (ft )  1,270  Test Site  dependent on the specific site recharge goal and implementation of a basin maintenance plan.
 Total Water Added (gallons)  871,782
 Total Water Added (acre-feet)  2.7  " )  Recommendations:
                        - Depending on size of a full-scale recharge project, pilot scale infiltration test is recommended to
  High (ft/d)  12.3     identify potential site vadose zone storage capacity constraints due to recharge mounding.
 Infiltration Rate                - Pilot testing combined with installation of monitoring wells north and south of the Western
 Low (ft/d)  9.2
 (Constant-Head)        Heights Fault is recommended to confirm groundwater storage benefits from recharge at this location.
 Average (ft/d)  10.8
 Infiltration Rate                    High (ft/d)  11.1
 (Falling-Head)   Low (ft/d)  9.5  ยด                                                             Figure 2
 Full-Scale Basin Est. Initial Infiltration Rate (ft/d)  5.4  0  800 Feet                   Tennessee Street
 Full-Scale Basin Est. Long-Term Infiltration Rate (ft/d)  2.7                                     Basin

 Yucaipa Sustainable Groundwater Management Agency - January 23, 2019 - Page 46 of 137
   45   46   47   48   49   50   51   52   53   54   55