223 PECKS DR 2016-01-01 MF Import

' C� �'0 In addtion the existing fill subgrade below the proposed slab on grade should be crowned to drain to the building perimeter prior to placing the recommended free draining structural fill subgrade. Penetrations should be provided in the foundations (above the footing subdrain) to all moisture from the slab • subgrade to drain to the perimeter drain system. Adequate positive drainage should be provided away from the structure to prevent water from ponding and to reduce percolation of water into the backfill. Granular backfill should be capped with paving or 12 inches of onsite silty soils. Planters and landscaped areas adjacent to the building perimeter should be designed to minimize water infiltration into the subsoils behind the basement walls. P� an Review This report has been prepared to aid in the evaluation of this site and to assist the architect, structural and civil engineers in the design and construction of the project. It is recommended that this office be provided the opportunity to review the final design and specifications to determine if the recommendations of this report have been properly implemented and to make any supplemental design recommendations which may be required. nhsP vations and Testina Durina Construction Foundation recommendations given in this report are based on the assumption that all foundations will be placed on undisturbed recommended bearing material. All footing and/or monolith excavations should be observed prior to placement of steel and concrete to see that footings are founded on satisfactory bearing materials and that excavations are free of loose and disturbed materials. All structural fill and backfill should be placed and compacted under observation and testing by a qualified testing laboratory.