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Systems located in low permeability soils with an infiltration rate of less than 15 mm/hr (i.e., hydraulic conductivity of less than 1x10<sup>-6</sup> cm/s), require incorporation of a perforated pipe underdrain. Pavements require an impermeable geomembrane where the underlying soils are contaminated or the pavement is within two year time-of-travel wellhead protection area (see local drinking water source protection plan).
Systems located in low permeability soils with an infiltration rate of less than 15 mm/hr (i.e., hydraulic conductivity of less than 1x10<sup>-6</sup> cm/s), require incorporation of a perforated pipe underdrain. Pavements require an impermeable geomembrane where the underlying soils are contaminated or the pavement is within two year time-of-travel wellhead protection area (see local drinking water source protection plan).
−For more information about constraints to infiltration practices, and approaches and tools for identifying and designing within them see [[Infiltration]].
+For information about constraints to infiltration practices, and approaches and tools for identifying and designing within them see [[Infiltration]].
+For guidance on infiltration testing and selecting a design infiltration rate see [[Design infiltration rate]].
===Space===
===Space===