Transplanted blueberry

The sideyard area below the step-down is needed for both a future walkway and for construction equipment maneuvering (namely, the Bobcat), so I've decided to put one of the Blueberries out in front, where the acidic soil will also help it. It's been in the old spot about 13 months.

Acidic soil planter

I've decided to plant shrubs in this area where previously I had thought of installing a sump pump. Underfloor wetness from past winters seemed to have penetrated from this area, but I'm hoping it's not underground hydrostatic pressure and just the roof downspout, which I've already diverted to the sideyard. It's the opportunity to add more "softness" to the front facade that I can't pass up. Plants can also help with soil retention.

I'm thinking of Rhododendron, so this new soil is an acidic blend. Deep beneath it is an organic compost mix to help break up the heavy clay native for better drainage. Hopefully I'm doing it right this time.

Block wall gone

Due to the required depth of the pier drilling, a vehicle-operated auger will have to be used (instead of a two-man auger), and the smallest capable type comes attached to, and takes power from, a Bobcat or similar small construction vehicle. They're generally 5 to 6.5 feet wide. I now have 6'-5" clear.

A nicer entry gate is needed anyway for better transition to the rear living unit. I already have some ideas.

Located sewer lateral

I was hoping the sewer lateral (buried pipe connecting house to municipal main) ran square with the house, clearing all pier locations on the north side. Unfortunately, it's actually skewed as it goes out, running real close to the corner pier.

As such, that corner pier location will have to be offset.

Blue lines indicate buried pipes. The crooked one on the left is my storm drain pipe from last year.

Apparently the corner pier will have to be located between the two existing buried pipes.

Foundation layout

The foundation system is a (friction) pier and grade beam system. There are eleven piers, eight of which will support the grade beam.