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.)

During the visit, the following observations were made:

1. Two thousand five hundred and nighty-two (2592) cubic yards of structural-fill materials were placed for lift (4) in section 1 basement area B7 (E720661 S1-R8) and for lift (4) in section 2 basement are 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. The basement area was probed using the hand probe and three moisture density tests were performed in the basement followed with a check-plug to verify Proctor curve application. The test locations were marked on the enclosed drawing.
3. Placement of Geo-fabric and perforated pipe for the Trench drain.
4. The aggregate and pipe was into a burrito with the Geo-fabric which was initially placed in the trench.
5. Finally, a course of 57-Stone was placed on top of the covered fabric.

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Placement of Structural fill materials in section 2

Placement of Structural fill materials in section 1

Placed 57-Stone along the trench drain water treatment area

Placed 57-Stone at trench drain water treatment area

Placed aggregate in the trench after the placement of perforated pipe

HDPE pipe was placed in the trench after the Geo-fabric placement.

HDPE pipe was placed in the trench after the Geo-fabric placement.

Perforated pipe was placed in the trench after the Geo-fabric placement.

placement of structural fill materials in section near the ramp

placement of structural fill materials in section near the ramp

Placed aggregate in the trench after the placement of perforated pipe