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 drawings/specifications, applicable codes and material
submittals.  The following observations were observed on the site this day.

Upon arrival, our representative observed that the grading contractor was working on storm and sewer line placement.

The sewer line is located at 10.1-10.2 and is approximately 160′ long and 8′ deep. They are backfilling with crushed stone (GAB0 (see attachment) from bottom to top. The backfill was performed in one-foot compacted lifts.

The storm line is line 12 b/n BB9 to BB10 manholes. It is approximately 137′ long and 5′ deep (see attachment). Backfilling was done with one foot of crushed stone (GAB) at the bottom and brought up in 1-foot lifts with regular backfill soil.

Storm line

Sewer line

Lake side project site