Jim Baird Posted November 29, 2016 Report Share Posted November 29, 2016 Entire perimeter of house/garage showed concrete spillage from original pour, apparently having exuded under edge forms. It not only negates positive slope at its beginning, it looks unsightly. Where the building sewer exits there is a deep cavity under the edge that looks due to simple fill settlement. I think the only way to assess the length and depth of the cavity is to expose it by digging, but is it feasible to try breaking off the overspill all around? Click to Enlarge 55.37 KB Link to comment Share on other sites More sharing options...
inspector57 Posted November 29, 2016 Report Share Posted November 29, 2016 Cutting off, maybe. Breaking off would be a bad idea since it will invariably damage the remaining slab and beam. Link to comment Share on other sites More sharing options...
Jim Baird Posted November 29, 2016 Author Report Share Posted November 29, 2016 I was careful to suggest cutting away the sloppy. Because this subdivision was built at the edge of the big building collapse I was told many houses stood empty for most of a year. The cavity at the drain exit might even be an abandoned armadillo hole. They have been moving into our area for a number of years. Link to comment Share on other sites More sharing options...
Marc Posted November 29, 2016 Report Share Posted November 29, 2016 A better solution might be to backfill up to the level of the 'shelf'. There'll still be enough foundation exposed. Marc Link to comment Share on other sites More sharing options...
mjr6550 Posted November 30, 2016 Report Share Posted November 30, 2016 Whether cutting or breaking is a better option would depend upon the profile of the concrete. If it is not too thick breaking would probably be fine. If it tapers back over a significant height, then cutting or drilling a lot of holes and breaking may be needed. Link to comment Share on other sites More sharing options...
Jim Baird Posted November 30, 2016 Author Report Share Posted November 30, 2016 Backfill is not an option if the 6 in clearance from grade to siding is met. On other sides of the building backfill was added that reduced that clearance to about 4 in., but the concrete "shelf" remains. All the builder had to do was make his form a little taller/deeper. It is the worst looking slab pour I have ever seen as far as those edges go. A better solution might be to backfill up to the level of the 'shelf'. There'll still be enough foundation exposed. Marc Link to comment Share on other sites More sharing options...
Scottpat Posted December 2, 2016 Report Share Posted December 2, 2016 If it was my home I would back fill the area and add sod. 6", 4" or even 2" of clearance is still some clearance and plenty of room to see termite action and that siding is not going to rot. Chipping or cutting that concrete is going to be a huge job. Link to comment Share on other sites More sharing options...
Steven Hockstein Posted December 2, 2016 Report Share Posted December 2, 2016 What about something like this to hide the ugly concrete? https://www.google.com/search?q=slopes+ ... Lnv-b_M%3A Link to comment Share on other sites More sharing options...
Jim Baird Posted December 2, 2016 Author Report Share Posted December 2, 2016 Love the sense of humor, Steve. The length of concrete spill pictured actually turns UP and out from the edge of the building. I think the buyer wants it remedied. Could be a deal killer or qualify for a compensatory discount. If it were my house and I had built it, I would be ashamed. Link to comment Share on other sites More sharing options...
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