LOTE
Structural
- Sep 9, 2018
- 149
I am designing a small retaining wall 5-ft off the property line with weep holes. The town permitting department rejected the design because there are "downspouts" (to use the town's language) that will pour water onto the neighbor's property.
The wall is flattening out the site, but the previous condition had the site sloping toward the neighbor's property. The weep holes are there primarily to reduce hydrstatic pressure behind the wall, not to collect and discharge site drainage. Rarely will water ever come out of the weep holes. I am wondering if the permitting department just doesn't understand this, or if I am missing something about needing to keep every possible drop of water onsite?
I could understand if the wall was placed right on the property line, but 5-ft off seems like plenty to absorb weep hole discharge?
The wall is flattening out the site, but the previous condition had the site sloping toward the neighbor's property. The weep holes are there primarily to reduce hydrstatic pressure behind the wall, not to collect and discharge site drainage. Rarely will water ever come out of the weep holes. I am wondering if the permitting department just doesn't understand this, or if I am missing something about needing to keep every possible drop of water onsite?
I could understand if the wall was placed right on the property line, but 5-ft off seems like plenty to absorb weep hole discharge?