I'm going to be putting in a flagstone patio in my back yard, and the ground is far from level. One corner (close to the house) is about 14-16" higher than the opposite corner (away from the house). The ground slopes down along the edge of the house, from one side to the other, and also away from the house towards the fence line.
Considering a moderately sloped patio to meet north of these slopes, I'm looking at needing to lower the high corner near the house by about 12" and it's adjacent corner near the house by 6". Since this is next to the house, I'm not about to just lower the entire grade. I'm planning on keeping a 3' span between the patio and house at the elevation it is currently at and covering it with 3" of pea gravel to eliminate erosion from the drip like of my roof. That means I'll need a retaining wall about 8" to 12" high between this span and the patio. I'm planning on doing this with 4"x6" dry stack limestone on top of a compacted DG base (going to overbuild the base of the patio for the wall) with gravel backfill for drainage. I'm planning to put weed block material between the block and gravel and between the gravel and soil to allow for permeation of water into the gravel for drainage without letting soil disperse into the gravel and clog it up.
My question is, should I try to include some kind of drainage piping, or should I allow for water to flow through the natural gaps in the wall onto the patio? I'm considering using topsoil to lock in the flagstones and planting garden thyme for contrast with the white stone I'm going to use, so erosion would be less of an issue. Water could also follow the natural slope of the undisturbed soil next to the house and to the other side of the yard.
Also, with such a short wall and only 2-3 courses (maybe 4 if I think the high corner needs to go up more to hold gravel), should I bother with soldiers? I'm planning on using solid blocks in the longest lengths I can get, so they'll be pretty heavy, (somewhere in the neighborhood of 75-85 pounds per linear foot, so maybe 150-180 lbs per block). I don't see them sliding around much.
Considering a moderately sloped patio to meet north of these slopes, I'm looking at needing to lower the high corner near the house by about 12" and it's adjacent corner near the house by 6". Since this is next to the house, I'm not about to just lower the entire grade. I'm planning on keeping a 3' span between the patio and house at the elevation it is currently at and covering it with 3" of pea gravel to eliminate erosion from the drip like of my roof. That means I'll need a retaining wall about 8" to 12" high between this span and the patio. I'm planning on doing this with 4"x6" dry stack limestone on top of a compacted DG base (going to overbuild the base of the patio for the wall) with gravel backfill for drainage. I'm planning to put weed block material between the block and gravel and between the gravel and soil to allow for permeation of water into the gravel for drainage without letting soil disperse into the gravel and clog it up.
My question is, should I try to include some kind of drainage piping, or should I allow for water to flow through the natural gaps in the wall onto the patio? I'm considering using topsoil to lock in the flagstones and planting garden thyme for contrast with the white stone I'm going to use, so erosion would be less of an issue. Water could also follow the natural slope of the undisturbed soil next to the house and to the other side of the yard.
Also, with such a short wall and only 2-3 courses (maybe 4 if I think the high corner needs to go up more to hold gravel), should I bother with soldiers? I'm planning on using solid blocks in the longest lengths I can get, so they'll be pretty heavy, (somewhere in the neighborhood of 75-85 pounds per linear foot, so maybe 150-180 lbs per block). I don't see them sliding around much.