“You Can’t Infiltrate in Limestone”… Or Can You?
Last week we commented on issues surrounding infiltration - a critical approach to stormwater volume control in most of Pennsylvania’s developing municipalities. Let’s go a step further this week. Some stormwater managers have argued against any level of infiltration in and around limestone, pointing to creation of sinkholes and threats of groundwater contamination.
Some quick background: limestone/carbonate/karst geology exists in many areas in the state, some experiencing considerable development pressures. These limestone formations in sum are typically distinguished by:
- subsurface channelization/interconnections that facilitate migration of pollutants, if/when introduced (i.e., quality issues)
- solution channel formation that result in subsidence problems and sinkholes (”quantity” issues)
Our position continues to be that infiltration is an important strategy for stormwater in limestone formations, though it must be accomplished with special care for both the quality and quantity reasons mentioned above.
Note, first of all, that limestone formations tend to be wonderful aquifers - water holding units and often are tapped as wonderful water supply sources. Limestone tends to be associated with quality, permeable soils which allow for substantial infiltration and replenishment of groundwater volumes.
Secondly, under so-called normal or natural conditions, some subsidence issues do emerge and some sinkholes have been known to form. Without attempting to describe all of the processes that are involved in sinkhole formation, we have typically argued for simply trying to maintain the pre-development hydrologic regime after development - avoid substantial concentration of stormwater flows in the stormwater plan.
Infiltrate, but infiltrate over broad evenly distributed areas so that infiltration is not concentrated and does not promote solution channel formation.
And always make sure that there is reasonable soil thickness (at least 4 feet, better if there is more) between the infiltrating surface and the subsurface rock, to buffer infiltrated precipitation both in terms of quality and its subsurface movement.
There’s a lot more to it than that - this is extremely summarized.
Let us know what you think!


