rharashi
Civil/Environmental
- Jul 19, 2007
- 8
I have a client asking me to stamp a drawing for a directional bore underneath a railroad and a 50' wide x 10' deep canal which is not concrete lined. The boring company will be pulling a 10" dia. steel casing through and then a 4" pvc conduit inside of it. The bore would be 10' below the bottom of the canal; thus, 20' below the railroad.
Any suggestions? I'm concerned about water intrusion and possibly the pressure from the railroad. What are the standard procedures for this type of job?
Thanks.
Any suggestions? I'm concerned about water intrusion and possibly the pressure from the railroad. What are the standard procedures for this type of job?
Thanks.