Observations/Finding

As requested, the site was visited by our AS Engineering and Consulting (ASEC) representative for the purpose of providing quality control inspection and testing services.  Visual observation techniques were employed to verify compliance with project drawing/specifications, applicable codes, and materials submittals. The following observations were observed on site this day.

Heritage Pointe Villa Rica: Footings Inspection (Lot #19)

A Dynamic Cone Penetrometer (DCP) test was performed on two sides of Lot #19, revealing the presence of small stones and rocks

• The Dynamic Cone Penetrometer (DCP) observations were recorded to a depth of 1 foot, at which point the auger encountered refusal. An offset was performed, and the following are the recorded observations:

NorthWest Side: It can be noted that the area to the Northwest of the job site corresponds to the Front of the site.

At Point A (Front), the following observations were recorded:

• At 1 foot depth: 09 Blows (Mix of red and brownish clayey sand).
• At 2 feet depth: The auger encountered refusal.

 Point (B) OFFSET:

• • At 1 foot: 09 blows (Mix of red and brown clayey sand observed)
  • At 2 feet: 10 blows (Mix of brown and white silty sand with small rocks is observed)
  • At 3 feet: 08 blows (Mix of brown and white silty sand with small rocks is observed)
  • At 4 feet: 13 blows (Mix of brown and white silty sand with small rocks is observed)

The Dynamic Cone Penetrometer (DCP) observations were recorded to a depth of 2 feet, at which point the auger encountered refusal. The offset was taken, and the following are the recorded observations:

Southeast Side: It can be noted that the area to the Southeast of the job site corresponds to the Back of the site.

At Point A (Back), the following observations were recorded:

• At 1 foot depth: 09 Blows (Mix of red and brownish clayey sand).
• At 2 feet depth: The auger encountered refusal.

 Point (B) OFFSET:

• At 1 foot depth: 08 Blows (Mix of red and brownish clayey sand).
• At 2 feet depth: The auger encountered refusal.

 Point (C) OFFSET:

• At 1 feet depth: The auger encountered refusal.

General probing found the subgrade to be in stable condition.

We appreciate the opportunity to be of service to you on this project. If you have any questions regarding this report, please feel free to contact us. We will be more than happy to discuss it with you.