Old Guy in Tenn
Silver Member
- Joined
- Feb 24, 2016
- Messages
- 127
- Location
- Claiborne County, TN
- Tractor
- LX4500 Yanmar 1948 Farmall Cub
We have almost a mile and a half of gravel drive to maintain on our east Tennessee hills. The first 3/4 mile drops about 500'. The soil contains a lot of gravel and has held up pretty well after the initial rough grading. I expect that stretch to be straightforward to maintain with our new tractor and the tips I have learned here, given a bunch of practice.
The remaining 1/2 mile+ has almost no gravel in the soil. It climbs over 400' in that half mile as it winds up around the side of a step hill. Much of it is manageable, with a good rock base added and ditched on both sides. There are a couple hundred yards that have me stumped. This stretch of road is notched out of a thick rock ledge. It was originally blasted out of the ledge to notch out the roadway, and part of it was more recently widened a couple of feet by hammering the soft stone ledge down into rubble. The big problem is that ledge. The uphill side of the road weeps water constantly through the rock along this entire stretch. There is no ditch on the high side, and the base is mostly that rock ledge so not easily ditched. We added stone to this entire stretch, with fist-size stone on the bottom, 3/4 in the middle and crusher run on top. The side closest to the hill stays damp, so has subsided significantly with use even with the stone. There are several knobs of ledge that now protrude above the road, making for a very rough drive.
We tried raising the inside of the road so that it would spill water over the low side. The weeping keeps it so wet that the raised portion quickly became the low portion. I think we need a ditch along the high side, to capture the weep and send it safely downhill, but don't know how to create it. It must be carved out of the ledge, or formed with a curb, as I expect I cannot scrape through the ledge.
As a last resort I could hire someone with an excavator and a hydraulic hammer to pound out a ditch, but it will be expensive. I am hoping to find a DIY method to apply.
Any suggestions?
The remaining 1/2 mile+ has almost no gravel in the soil. It climbs over 400' in that half mile as it winds up around the side of a step hill. Much of it is manageable, with a good rock base added and ditched on both sides. There are a couple hundred yards that have me stumped. This stretch of road is notched out of a thick rock ledge. It was originally blasted out of the ledge to notch out the roadway, and part of it was more recently widened a couple of feet by hammering the soft stone ledge down into rubble. The big problem is that ledge. The uphill side of the road weeps water constantly through the rock along this entire stretch. There is no ditch on the high side, and the base is mostly that rock ledge so not easily ditched. We added stone to this entire stretch, with fist-size stone on the bottom, 3/4 in the middle and crusher run on top. The side closest to the hill stays damp, so has subsided significantly with use even with the stone. There are several knobs of ledge that now protrude above the road, making for a very rough drive.
We tried raising the inside of the road so that it would spill water over the low side. The weeping keeps it so wet that the raised portion quickly became the low portion. I think we need a ditch along the high side, to capture the weep and send it safely downhill, but don't know how to create it. It must be carved out of the ledge, or formed with a curb, as I expect I cannot scrape through the ledge.
As a last resort I could hire someone with an excavator and a hydraulic hammer to pound out a ditch, but it will be expensive. I am hoping to find a DIY method to apply.
Any suggestions?