user123
Active Member
Looking to trench in 12" dual wall platic pipe with a 320C at depth of 10 foot. I have a spoon attachment for the bucket that the pipe will properly rest in. My question is what is the best way to maintain grade/slope for the length of 3200 ft? Is there a cheaper option than a fancy gps set up? Possibly just a laser system attached to the stick of the excavator? (That way I dont need a guy in the trench with laser pole checking grade)The reason I ask is I think it would sure be cheaper than having a contractor come in, dig a trench deep and wide enough for a plow to come in with a trench box to lay it. (The soil is heavy clay) Any opinions or ideas what be great.Thanks!