There are two or three really wet parts, but even they have a base as I can drive over them in my truck. It's lifted six inches and the ground does scrape but I can get through.
The plan is as follows, so far. Dig out the mud with my DK45 and loader. There is enough mud for it to be work but not enough that I don't think the tractor can handle it. Now comes the part I'm still kicking around. I plan to buy/rent a small dozer to dig out the trenches, grade the road and spread the gravel. My thinking is that the dozer can do most of what an excavator can do on the road and for deeper trenching I have the backhoe on my tractor. When the road is done I can then use it for land clearing, more on that in a moment.
Next I need to lay in at least four culverts, probably five. The water breaks are already there so it's just a matter of trenching a little deeper and dropping them in. Right now it looks like 18" plastic with a smooth sleeve to keep It from clogging up too fast. Then comes the gravel. Unless I find some on the property, the plan is to buy about 30 truck loads of inch and a half and another thirty or so truck loads of three quarter inch. The local company will truck it in as I need it. When its spread I'll rent a roller and pack it in.
Some details. There is one spot where I'd like to reduce the grade. I'm thinking about dumping some rocks in there, cover it with at least a foot of fill and then putting down the gravel. I don't have to tackle this but it will be an issue in the future. I should mention that I plan to put Geotechnical Fabric between the ground and the gravel.
Thanks all.
Some pix would help of those really wet spots. If you can drive over them with your truck this time of year, you may be better off building up with stone, kinda depends on the soil type too. As wmonroe said, digging down can help, if you find something solid below. Sometimes you just make a deeper wetter hole.
I would use much courser stone than 1-1/2" where you see any moisture issues, more like 4"-6" with fines for a base. A light topping of 1-1/2" with fines over that is drivable, you can always add the 3/4" later after the heavy trucks are done.
For the places you are changing/filling the grade, I would start with fill dirt, put down fabric, then the rocks, then gravel.
When setting your culverts after trenching, a layer of 1-1/2" minus makes a good bed to set the culvert on that you can rake out level so the culvert is well supported. Then set the culvert, get the slope good, and bury it with more 1-1/2" minus to protect the culvert from larger rocks. Then cover that with your course base.
If you hand rock the inlet end of the culvert ditch a bit and dig a little pool below each culvert end to catch sediment, you will reduce erosion and make it easy to clean - just take a your backhoe bucket and scoop out the little pools when they fill in. After a year or so, with a few rocks in the ditch, it all settles down and you probably won't have to clean out the culvert. Plus, you always have a place to toss rocks :laughing:
Note:
1" minus is 1" stone down to sand.
With 'fines' is everything smaller than the max stone size is included. This helps it lock up tight and makes it plowable in winter.
I don't have an opinion of the bulldozer aspect. My belief is a dozer is great to grade out a large rough area, an excavator is the better weapon for rocks and trees or trenching. You can do a good bit of grading/smoothing with your DK45, back-drag your FEL bucket on loose stuff or use a box blade with scarifier teeth.
They lifted the posting on our road a week ago, but our elevation is only about 500'.
Dave.