There is a much better way to do tie-ins. As is being done here, the open trench that the excavator makes offers virtually no side support for the pipe due to the width of the trench and no groove to provide two point support for the pipe. If you've ever dug one up after a couple of years. you can se that the pipe is deflected 30-50% causing as significant loss of capacity.

what weight and horsepower was require to put that line in?

Thanks for the video. Great job

Hi I am interested to do my hundred acre can you please send me your contact number

Skip the music, it’s annoying.