jgoodma1
Bronze Member
I have an 800' long gravel driveway that hadn't been cleaned up in 6-7 years. I just bought a used little John Deere 670 that I intend to use solely for maintaining the driveway. I also have Kubota L48 TLB. The JD 670 is 18.5 hp and it came with a 4' grading blade on which I can change the angle by rotating the blade on a vertical axis and also angle the blade on a horizontal axis. It's 4WD and only has 400 hours on it and was maintained very well. I had never used a blade before but have been able to regrade the gravel and clean up the driveway pretty well. I'm also going to get a 5' rock rake and 4' planer/grader for touch up and to yard work.
So, please look at the 3 attached photos. One photo shows a trench already in place next to the short bank that is on one side of the driveway. That was there already. The other 2 photos show what the rest of the bank looks like where it meets the driveway. I have about 600' of driveway with that condition. While I have owned the property, I have had drainage issues at various places along the route, because there has been no drainage ditch to channel runoff on the side of the driveway with the bank. I want to dig a drainage ditch along the entire length of the earthen bank. Questions:
1. Can anyone make suggestions how I can dig that ditch with the the equipment that I have? The 4' blade is not long enough to extend beyond the width of the JD 670, so I can't rotate it vertically and dig a v-shaped trench, because it does not extend beyond the tires and would force the tractor be partially on the bank and partially on the driveway, and the bank is 2'-3'' high along much the driveway.
2. I was also thinking about rigging up a long ripping claw or bar that would bolt onto the side of the backhoe bucket of the Kubota, and would extend 12-18" below the bottom of the backhoe bucket, and then I could drag that along and sort of tear a trench into the ground. I'm just not sure if I can maneuver the bucket to proper position, because again, I can't straddle the ditch location, because the bank is too high.
3. I'm also going to have 3"-4" of crusher run brought in and tale-gated along the entire driveway, down the center of the driveway, to finish the cleanup. Should I maybe rely on the buildup of that gravel in the center of the driveway to create a 4" deep ditch between the new gravel and the earthen bank?
4. After creating the ditch....whichever way that is accomplished, I was thinking I should fill the ditch with class 0 or class 1 rip rap to prevent erosion and to prevent the ditch from clogging with leaves and sediment. Is that a good idea or should I so something else to keep the ditch from filling with debris?
Thanks for any suggestions.
So, please look at the 3 attached photos. One photo shows a trench already in place next to the short bank that is on one side of the driveway. That was there already. The other 2 photos show what the rest of the bank looks like where it meets the driveway. I have about 600' of driveway with that condition. While I have owned the property, I have had drainage issues at various places along the route, because there has been no drainage ditch to channel runoff on the side of the driveway with the bank. I want to dig a drainage ditch along the entire length of the earthen bank. Questions:
1. Can anyone make suggestions how I can dig that ditch with the the equipment that I have? The 4' blade is not long enough to extend beyond the width of the JD 670, so I can't rotate it vertically and dig a v-shaped trench, because it does not extend beyond the tires and would force the tractor be partially on the bank and partially on the driveway, and the bank is 2'-3'' high along much the driveway.
2. I was also thinking about rigging up a long ripping claw or bar that would bolt onto the side of the backhoe bucket of the Kubota, and would extend 12-18" below the bottom of the backhoe bucket, and then I could drag that along and sort of tear a trench into the ground. I'm just not sure if I can maneuver the bucket to proper position, because again, I can't straddle the ditch location, because the bank is too high.
3. I'm also going to have 3"-4" of crusher run brought in and tale-gated along the entire driveway, down the center of the driveway, to finish the cleanup. Should I maybe rely on the buildup of that gravel in the center of the driveway to create a 4" deep ditch between the new gravel and the earthen bank?
4. After creating the ditch....whichever way that is accomplished, I was thinking I should fill the ditch with class 0 or class 1 rip rap to prevent erosion and to prevent the ditch from clogging with leaves and sediment. Is that a good idea or should I so something else to keep the ditch from filling with debris?
Thanks for any suggestions.