Observations/Finding

AS Engineering and Consulting, LLC. has completed an engineering evaluation for lots 52, 53, 54, 55, 24, and 26.

The evaluation was performed by visual inspection, hand probing, and proof rolling during backfill placement and dynamic cone penetrometer (DCP) testing. During the review, well-compacted fill soils were encountered underlain by residual soils. During the evaluation, well-compacted fill soils were encountered underlain by residual soils within the planned building pad area. These soils were acceptable for an allowable soil-bearing pressure of 2,000 psf. The building pad appears to be satisfactory for slab construction AS Engineering and Consulting, LLC. appreciates the opportunity to be of service to you on this project. If you have any questions regarding this letter, please contact us.

DCP tests are on the work drive.