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.

Our ASEC representative was on site as requested by the contractor (NG Grading) for the
observation/testing of the placement of fill/backfill. The contractor continued placing soil lifts of approx. 6in to 8in in size across the commercial lots around the front detention pond. The lifts were compacted with a sheep’s foot roller. ASEC watched as loaded trucks rolled across the lift to check for stability. There were no signs of pumping or cracking present. Density testing was conducted, and test results were provided to the contractor.

The contractor finished the slope/roadway of lots #4 and #5 around the front detention pond. This area was density tested, and test results were provided to the contractor. ASEC watched as loaded trucks rolled across the lift to check for stability. There were no signs of pumping or cracking present.

The contractor continued filling across the deep fill area located between lots #8 – #13 and #52 – #60. Density testing was conducted, and test results were provided to the contractor. ASEC watched as loaded trucks rolled across the lift to check for stability. There were no signs of pumping or cracking present.

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.

commercial lots around front pond

8 - 13 and 52 - 60

slope around lots 1 - 5

slope around lot 4 and 5