Excavate area to below footing and install shoring. Cut footing at pier installation areas. Mount brackets. Install 6 helical piers to a depth of 10′. Secure piers to bracket.
Geotechnical engineer to witness installation and confirm pile type, torque values, and produce letter of conformity in order for the town to close the permit. Upon verification of pier bearing capacities, backfill soil and tamp with compactor.
Repair all cracks and masonry voids in foundation wall below grade. Prime wall and apply AB-720-38 rubberized membrane to repair area. Add a layer of mastic mesh, a layer of 12m plastic and fasten drainage board to grade with termination straps and concrete anchors.
Replace weeping tile system within repair areas and cover with 6″ of 3/4″ clear gravel. Backfill and power tamp dirt.
Remove and dump all debris. All labour and materials included.
