I have a situation that involves grout failure resulting in infiltration at pipe connections to drop inlets in areas with sandy soils and hydrostatic pressure from very high groundwater tables. The connections (supposedly) were made using non-shrink grout on precast drop inlets. The problem does...
Hello all...
I am looking for good information on estimating the seasonal high water table elevation. (without setting a monitor well and observing for a year). This would be used for purposes of determining the minimum bottom elevation for infiltration areas (2' above the SHWT). I know...
