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Achilles Manufacturing—Axthelm Construction JN 10076 October 4, 2016 Page 5 particles passing the No.200 sieve should be measured from that portion of soil passing the three-quarter-inch sieve. ADDITIONAL SERVICES In addition to reviewing the final plans, Geotech Consultants, Inc. should be retained to provide geotechnical consultation,testing,and observation services during construction. This is to confirm that subsurface conditions are consistent with those indicated by our exploration, to evaluate whether earthwork and foundation construction activities comply with the general intent of the recommendations presented in this report, and to provide suggestions for design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. However,our work would not include the supervision or direction of the actual work of the contractor and its employees or agents.Also,job and site safety, and dimensional measurements, will be the responsibility of the contractor. During the construction phase, we will provide geotechnical observation and testing services when requested by you or your representatives. Please be aware that we can only document site work we actually observe. It is still the responsibility of your contractor or on-site construction team to verify that our recommendations are being followed,whether we are present at the site or not. LIMITATIONS The analyses,conclusions, and recommendations contained in this report are based on site conditions,as they existed at the time of our site visit. If the subsurface conditions encountered during construction are significantly different from those anticipated, we should be advised at once so that we can review these conditions and reconsider our recommendations where necessary. Unanticipated soil conditions are commonly encountered on construction sites. Such unexpected conditions frequently require making additional expenditures to attain a properly constructed project. This report has been prepared for the exclusive use of Achilles Manufacturing,Axthelm Construction and their representatives for specific application to this project and site. Our recommendations and conclusions are based on the site materials observed and on previous experience with sites that have similar observed conditions. The conclusions and recommendations are professional opinions derived in accordance with current standards of practice within the limited scope of our services. No warranty is expressed or implied. We trust that this report meets your immediate needs for the proposed development. Please contact us if we can be of further service. Respectfully submitted, GEOTECH CONSULTANTS, INC. 6 $TON S1. 4c� og W4sy��c v ' 474, 4,36094t•N s`SIONG ,.., 10/4/•2026 James H. Strange, Jr., P.E. Associate JHS:jhs GEOTECH CONSULTANTS,INC.