2000 TOWER ST INDEX HALL 2023-12-29

i&N66 •R ENGINEERING the difficulty of hand -excavation. In general, CDF having a strength greater than about 100 psi requires power equipment to excavate and should not be used where future hand -excavation might be needed. 5.0 ADDITIONAL SERVICES MPE should be retained to review the final design plans and specifications so comments can be made regarding interpretation and implementation of our geotechnical recommendations in the design and specifications. MPE also should be retained to provide monitoring services during site preparations and grading, and other earth -related construction phases of the project. 6.0 CLOSURE This report has been prepared for the exclusive use of DAI PS and their consultants for specific application to this project, in accordance with generally accepted geotechnical engineering practices. No warranties, either expressed or implied, are intended or made. Site safety, excavation support, and dewatering requirements are the responsibility of others. In the event that changes in the nature, design, or location of the project as outlined in this report are planned, the conclusions and recommendations contained in this reportshall not be considered valid unless MPE reviews the changes and either verifies or modifies the conclusions of this report in writing. The recommendations presented herein have been developed on the basis of the subsurface conditions encountered during the field investigation and our understanding of the proposed construction. Should changes in the project criteria occur or additional loading information becomes available, a review must be made by MPE to determine if modifications to our recommendations will be required. The analysis and recommendations presented in this report are based upon the data obtained from the hand borings performed at the indicated locations and from other information discussed in this report. This report does not reflect variations that may occur between hand borings, across the site, or due to the modifying effects of construction or weather. The nature and extent of such variations may not become evident until during or after construction. If variations appear, we should be immediately notified so that further evaluation and supplemental recommendations can be provided. We are available to provide geotechnical engineering throughout the design process, and construction and quality assurance monitoring during construction. It is the client's responsibility to see that all parties to this project, including the designer, contractor, subcontractors, etc., are made aware of this report in its entirety. The use of information contained in this report for bidding purposes should be done at the contractors option and risk. Any party other than MP ENGINEERING, PLLC MPGEOTECH.COM