Observations/Finding

Our AS Engineering & Consulting, Inc representative arrived on site to perform soil bearing pressure evaluations for the following lots:

• Lot #64F – Westend
  • H1:
    • Ft1: Identified as red sandy silt mica with a blow count of 8.
    • Offsets:
      • Offset Ft2: Auger Refusal (AR) encountered, transitioning into rock at depths of 1 foot 7 inches, 1 foot 2 inches, 1 foot 6 inches, and 1 foot 4 inches.
• Lot #64B – Eastend
  • H2:
    • Ft1: Comprised red/white sandy silt mica with a blow count of 10.
    • Offsets:
      • Offset Ft2: Auger Refusal (AR) encountered, reaching rock layers at depths of 1 foot 2 inches, 11 inches, and 10 inches.

Observations:

• Wire mesh and rebar were observed appropriately placed on chairs and met project specifications for size, spacing and quantity.

Conclusion: The assessment of Enclave at Parkway, particularly Lots #64F and Lot #64B, revealed varying soil compositions and depths across different footing points. In Lot #64F, the initial footing exhibited red sandy silt w/mica, while multiple offsets encountered rock layers at varying depths. Similarly, in Lot #64B, the main footing consisted of red/white sandy silt w/mica, with several offset points transitioning into rock layers at different depths.