| Note: | Silage pits are exempt from this section. |
| Reference: | For requirements relating to confined spaces, see WAC 296-307-642 through 296-307-656. |
SOIL OR ROCK TYPE MAXIMUM ALLOWABLE |
SLOPES (H:V) (1) FOR EXCAVATIONS LESS THAN 20 FEET DEEP (2) |
STABLE ROCK |
VERTICAL (90°) |
| TYPE A | 3/4:1 (53°) |
| TYPE B | 1:1 (45°) |
| TYPE C | 1 1/2:1 (34°) |
| 1 | Numbers in parentheses next to maximum allowable slopes are angles in degrees from the horizontal. Angles have been rounded off. |
| 2 | Sloping or benching for excavations greater than 20 feet deep must be designed by a registered professional engineer. |