Observations/Finding

The site was visited by the undersigned AS Engineering and Consulting (ASEC) representative for the purpose of providing quality control inspection and testing services. Visual observation techniques were employed to assure compliance with project drawings/specifications, applicable codes, and materials submittals. The following observations were made on site today

Excavation and placement of piping from CA30 to CA40 continued from the previous day, as well as the start of CA40 to CA50. After reaching depth, sub-grade evaluations were performed, and through visual observation and manual probing, the writer found the underlying sub-grade to be an acceptable, hard red-brown silty sand w/ rock material. 6” of 57 stone was added for the bedding prior to placement of piping. Density tests were performed on the fill compaction. Based on the density test results, visual observation of the material placed and random probing of the placed lifts, the fill placed was found to be acceptable and within plan specifications.

The writer observed that excavation and placement of piping began on AA10 to AA20 (Pond 1) as well as the continued excavation of pond 2

CA30 - CA40

AA10 to AA20

Pond 2