Hi JSB.
Here in Nova Scotia, I have been experimenting building swales in heavy clay soil recently on a hillside that is 5 acres. I'm using a small Kubota B29
tractor to do all the digging. The ditch part is 5-6 ft across, 2 ft deep, with a 2ft
berm behind so the ditch finshed is about 3.5 ft deep after settling out. It will run down the hillside at a 2 degree slope, with speed bumps along the way to help hold the water abit longer and loop back three times as it fills ponds which will be added at a later date, since winter is near. The hillside is not steep so I have been able to work facing down hill slicing into the soft soil with the blade. Flip the mowed sod down hill and then scoop dirt out of the middle of the ditch as far down a the blade will reach, equals a bueaty
swale. This technique has allowed me to dig 150+ ft an hour.
I am unsure how the speed bumps will work. The plan is use hemlock and juniper slag boards like dam walls to be placed in the soil upright 6-12" backed with soil and the rocks to prevent wash out in big rains. The rocks will be pulled out of the berm wall by the frosts/freeze/thaw this winter. This worked amazing last year, providing most all gravel rocks for a large drain I built. Will be a large washboard in a sense. I can't wait for my first rain. whoo
I will let you know how things go.
On conture swales in series down the hillside sound like your
answer,
Geoff Lawton style. The water collected will seep in deeper than running on top. Tell us a bit more about your
project. Why the gypsum use? ph? Thats new to me.