|
|
|
Forums36
Topics42,115
Posts571,705
Members19,116
| |
Most Online45,564
Yesterday at 03:05 AM
|
|
|
|
Joined: Aug 2004
Posts: 5
Junior Member
|
|
Junior Member
Joined: Aug 2004
Posts: 5 |
If I understand this correctly, the core trench needs to be below grade deep enough to lock the dam in place from horizontal movement.
This makes sence, along with the angle of the slope. I'm gonna put a 2:1 slope on both sides.
Could I cut the core trench at an angle with the far side being the deep side?
|
|
|
Moderated by Bill Cody, Bruce Condello, catmandoo, Chris Steelman, Dave Davidson1, esshup, ewest, FireIsHot, Omaha, Sunil, teehjaeh57 |
|
|
|
