So this site im working doesnt allow trencher, augers, and more than likely vib. plows.
I just found out 5 minutes ago they dont allow trenchers and if they dont allow trenchers they arent going to allow plows.
I started digging my main line yesterday with a bobcat e32 excavator 12in bucket. I was orginally planning on using a excavator for the main due to a few places i need to have a deep (3ft ish ) open pit. Also that much of the area i am digging in is pure gravel and was a deep heavily rocked construction road and lay down area. (once i get a foot or so down the rock lessens and is more clay than rock, so far. But i have been pulling up nice size 6-10inch chunks of concrete and asphalt ) Also after locates i have a dozen or so conduits that came in shallower than i thought they would be, so i have to dig carefully with the machine and shovel to expose them.
I planned to do the laterals with a vib. plow but if it had problems go to a trencher.
Two issues.
1. I cant get a nice flat trench (ground is to hard). So im thinking im going to have to bed the trench with sand. Lay the pipe and backfill with excavated material. I didnt have bedding with sand in my bid, never had to do it before.
What are your guys opinions / recommendations for this?
2. Since i just found out i cant use a trencher or plow i dont know what im going to do for the laterals. Digging all of this with a ex. is massive PITA.
Ideas, Comments, Concerns.
Theres more to this but what i wrote covers most of it.
I just found out 5 minutes ago they dont allow trenchers and if they dont allow trenchers they arent going to allow plows.
I started digging my main line yesterday with a bobcat e32 excavator 12in bucket. I was orginally planning on using a excavator for the main due to a few places i need to have a deep (3ft ish ) open pit. Also that much of the area i am digging in is pure gravel and was a deep heavily rocked construction road and lay down area. (once i get a foot or so down the rock lessens and is more clay than rock, so far. But i have been pulling up nice size 6-10inch chunks of concrete and asphalt ) Also after locates i have a dozen or so conduits that came in shallower than i thought they would be, so i have to dig carefully with the machine and shovel to expose them.
I planned to do the laterals with a vib. plow but if it had problems go to a trencher.
Two issues.
1. I cant get a nice flat trench (ground is to hard). So im thinking im going to have to bed the trench with sand. Lay the pipe and backfill with excavated material. I didnt have bedding with sand in my bid, never had to do it before.
What are your guys opinions / recommendations for this?
2. Since i just found out i cant use a trencher or plow i dont know what im going to do for the laterals. Digging all of this with a ex. is massive PITA.
Ideas, Comments, Concerns.
Theres more to this but what i wrote covers most of it.