Observations/Finding

AS ENGINEERING AND CONSULTING, LLC (ASEC) representative Avinash Bandam visited the site at the request of Jackson Demolition representative Josh Kelly. The undersigned representative was present to monitor, verify and document the ongoing project activities. (Reference drawing E720661 S1 – R8, E720659 S1-R8.)

1. Two thousand four hundred and eighty-four (2484) cubic yards of fill materials were placed for lift (35) in section 2 basement area G7 (E720659 S1-R8). The materials were placed and compacted in accordance with ITP-001, and the fill area is highlighted in brown as depicted in the attached drawing.
2. HDPE Pipe Installation: Around the HDPE pipe, which functions as a dewatering well located at the southeast corner, aggregate was carefully placed. This serves to facilitate dewatering operations. Subsequently, the aggregate was wrapped with geo-fabric to prevent the migration of fines. This step aligns with the measures specified in ITP-003, aimed at maintaining the integrity of the dewatering system.
3. The basement area was probed using the hand probe and four moisture density test were performed in the basement followed with a check-plug to verify the results with the proctor curves for the old and new lifts together. The test locations were marked on the enclosed drawing.

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The highlighted area depicts the placement of fill materials in section 2

Hauling and compacting in section 2

Placement of fill-material in section 2

Placement of fill-material in section 2

Placement of fill-material in section 2

Placement of fill-material in section 2

Placement of fill-material in section 2

Placement of fill-material in section 2

Covered the HDPE with Geo-fabric

Placed the stone before the coverage of Geo-fabric