jsduke
Bronze Member
Hello all.
I had a smallish (20X24) pole shed/garage built for my tractor, atv .... this past summer. The building was erected before I took delivery of the tractor (an insurance prerequisite) and the building was completed without too much concern for site levelness and drainage as those areas could be hit with the tractor, after the fact.
Well it's after the fact now. The levelness of the building site has been mostly addressed by the placement of 30 - 40 tons of crusher run (aggs. + dirty fines) product with a cleaner product for top coating still to be added. The problem is the building is still lower than the higher ground nearby and water from the rains we've been getting sneaks (subsurface?) into the building and keeps rewetting the fill inside driving the humidity up over 90% and it's very slow to dry out. /forums/images/graemlins/mad.gif
To complicate things I've got underground utilities running approx. 30 inches in front of the overhead door.
The good news is that except for the front (especially the right front) and about a third of the right side, the building is higher than the surrounding area.
I've got a couple of ideas:
1). Hand dig (no bh on tractor and maybe too close to utilities) an L shaped trench across front and down right side of building, lay 6 in. of aggregate, place 6 inch perforated pipe on agg., more aggregate then fill to ground level.
AND/OR
2). Place water blocking textile between current fill and clean top coating product.
Since I've not done any of this type of work before, I'd really appreciate feedback or any other ideas.
Thanks.
duke.
I had a smallish (20X24) pole shed/garage built for my tractor, atv .... this past summer. The building was erected before I took delivery of the tractor (an insurance prerequisite) and the building was completed without too much concern for site levelness and drainage as those areas could be hit with the tractor, after the fact.
Well it's after the fact now. The levelness of the building site has been mostly addressed by the placement of 30 - 40 tons of crusher run (aggs. + dirty fines) product with a cleaner product for top coating still to be added. The problem is the building is still lower than the higher ground nearby and water from the rains we've been getting sneaks (subsurface?) into the building and keeps rewetting the fill inside driving the humidity up over 90% and it's very slow to dry out. /forums/images/graemlins/mad.gif
To complicate things I've got underground utilities running approx. 30 inches in front of the overhead door.
The good news is that except for the front (especially the right front) and about a third of the right side, the building is higher than the surrounding area.
I've got a couple of ideas:
1). Hand dig (no bh on tractor and maybe too close to utilities) an L shaped trench across front and down right side of building, lay 6 in. of aggregate, place 6 inch perforated pipe on agg., more aggregate then fill to ground level.
AND/OR
2). Place water blocking textile between current fill and clean top coating product.
Since I've not done any of this type of work before, I'd really appreciate feedback or any other ideas.
Thanks.
duke.