Page 44 - 7166 - Rain Garden Handbook
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Build
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                                                                Constructing the Overflow
                                                                Containment Area


                                                                The overflow containment area can be provided by following one of these two approaches:


                                                                •  Either create a berm that rises a minimum of 6 inches, at a maximum 2:1 slope, from
                                                                   the outside of the top surface of the ponding area (photo on bottom left).
                                                                •  OR start digging down from the ground surface. Remember to start 12 inches
                                                                   out from the perimeter of the top surface of the ponding area on a 2:1 slope to
        Michael Carey                                              accommodate the 6-inch overflow containment area (photo on bottom right).








        •  Start digging on the uphill side, measuring
           down from the string to the desired depth.
        •  Use the soil excavated from the uphill side
           to fill the downhill area, creating a flat, level
           bottom and a berm on the downhill side.
        •  Lightly tamp down the soil on the level
           bottom by walking over the fill after every few
           inches is added, avoiding over compaction.

        •  Create a more heavily compacted berm at
           the downhill side to confine water in the rain
           garden. For the correct height, build the berm
           up to the string. To keep the top level, the
           berm will be highest at the downhill end and
           then become shorter until tapering off at the
           uphill end(s). The berm should have sloping
           sides at 2:1 maximum and be well compacted.          David Hymel                               David Hymel
           See pages 37 and 39 for more information.
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