Product Brochure

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• Concrete Pad must extend min. 18” outside

the unit footprint

• Risers to grade

• Concrete Slab

•

No.4 rebar (1/2”)

• 2-Way cleanout tee (414155BC)

• Native soil

• Standard 4” mechnical joint

coupling (by others)

• 6” Min. base crushed aggregate material

approx. 3/4” size rock, pea gravel or sand

95 proctor.

• Clean out to grade on outlet pipe of

each unit (by others)

• Concrete Slab

• Crushed aggregate material approximately

3/4” size rock, pea gravel or sand.

• 72” Maximum Burial Depth

M Rated cover shown ush to grade

(Light vehicle / pedestrian trac only)

• Concrete Slab Detail

For Trac Loading

• Side View Detail

For unit details see specication

sheet for selected unit

• Excavation and

Backll Detail

• Interior or Exterior Below Grade Installations - Extended Capacity

Concrete to be 28 day compressive strength to 4000 PSI.

Reinforcement with No.4 rebar (1/2”) grade 60 steel per

ASTM A615: connected with tie wire. Rebar to be 2½”

from edge of concrete. Rebar spacing 12” grid. 4” spacing

around access openings.