What we found
During the initial concrete foundation construction phase the concrete contractor installed the sub-grade support piers 3 feet below the level they should have been installed. The ground level was brought up with road mix and compacted up to grade under the above grade roof support pillars and the 4 inch concrete flatwork leading to the front entry way. During our pre inspection we used a probe to detect voids between the slab on grade and the concrete pillar 3 feet below grade. We also measured both pillars which had settled 1 inch lower than the original grade. The pillars settling on the front side of the porch caused the front porch pad to heave in the middle causing a trip hazard across the middle of the entire entry way.
