Highbeam
Super Member
I have clay soils, grass, and a valley and I live in Washington. It is very important to prevent standing water in this situation. The valley has a deep and manmade discharge point and the overall drop across the valley floor is about 6 feet in 450. I grabbed a laser level and decided to shoot for 1% slope with a minimum of 0.5%. I maintained this grade every 50 feet and assumed that I could eye ball between 50 foot marks. It turns out that our eyeballs are not very good at setting grade so the laser level was extremely useful.
Photo 1 is the valley floor from above while I start scratching in a ditch.
Photo 2 and 3 are mid way through the job. I cranked the box blade all the way to one side and pulled the rippers out of action. I cut one side of the ditch to depth and then came back for the next. Note the tippage. You need to be comfortable with major leaning to dig a deep ditch with the box.
Photo 4 is the finished job from downstream with a nice slash pile in the background pulled and stacked by me. The box was set level and used to pull the spoils out. No loader work today.
Photo 5 is from the brush pile looking across the ditch. I was able to use the trench spoils to fill in low spots created by settlement after removing stumps.
Note the color change in the trench. The black topsoil is sitting on top of grey clay. The clay layer should be pretty impermeable and the water will sit on top. My hope is that water will scoot along the top of the clay to my ditch and then out. The clay ditch was very hard and smeared into a nice looking trough.
I am also hoping to use a subsoiler as a mole plow to cut water paths perpendicular to the ditch to help water move to the ditch.
Thanks for looking.
Photo 1 is the valley floor from above while I start scratching in a ditch.
Photo 2 and 3 are mid way through the job. I cranked the box blade all the way to one side and pulled the rippers out of action. I cut one side of the ditch to depth and then came back for the next. Note the tippage. You need to be comfortable with major leaning to dig a deep ditch with the box.
Photo 4 is the finished job from downstream with a nice slash pile in the background pulled and stacked by me. The box was set level and used to pull the spoils out. No loader work today.
Photo 5 is from the brush pile looking across the ditch. I was able to use the trench spoils to fill in low spots created by settlement after removing stumps.
Note the color change in the trench. The black topsoil is sitting on top of grey clay. The clay layer should be pretty impermeable and the water will sit on top. My hope is that water will scoot along the top of the clay to my ditch and then out. The clay ditch was very hard and smeared into a nice looking trough.
I am also hoping to use a subsoiler as a mole plow to cut water paths perpendicular to the ditch to help water move to the ditch.
Thanks for looking.