ITEM 23 ATTACHMENT 6 - Project Plans

December 21, 2022 Job No. 4031.101 Page 12 BERLOGAR STEVENS & ASSOCIATES To a degree, the performance of the proposed project is dependent on the procedures and quality of the construction. Therefore, we should provide observations of the contractor's procedures, the exposed soil conditions, and field and laboratory testing during site preparation and grading, placement and compaction of fill, underground utility installation, and foundation and pavement construction. These observations will allow us to check the contractor's work for conformance with the intent of our recommendations and to observe any unanticipated soil conditions that could require modification of our recommendations. 9. LIMITATIONS The conclusions and recommendations presented in this report are based upon the project information provided to us, information obtained from published geologic reports, subsurface conditions encountered at the boring and test pit locations and professional judgment. Site conditions described in this report are those existing at the times of our field explorations and are not necessarily representative of such conditions at other locations or times. The boring and test pit logs show subsurface conditions at the locations and on the dates indicated. It is not warranted that they are representative of such conditions elsewhere or at other times. The locations of the field explorations were estimated by pacing from existing surface features at the site; they should be considered approximate only. The information provided herein was developed for use by The DeSilva Group for the project as described herein. In the event that changes in the nature, design or location of the proposed project are planned, if subsurface conditions differ from those described in this report, or revisions are made to the Building Code that are related to Geotechnical Engineering, the conclusions and recommendations in this report shall be considered invalid, unless the changes are reviewed and the conclusions and recommendations are confirmed or modified in writing by BSA. In light of this, there is a practical limit to the usefulness of this report without critical review. Although the time limit for this review is strictly arbitrary, it is suggested that two years from the date of this report be considered a reasonable time for the usefulness of this report. This geotechnical investigation has been conducted, and the opinions, conclusions and recommendations presented in this report were developed, in accordance with accepted geotechnical engineering practices that exist in the project area at the time this report was prepared. No warranty, expressed or implied, is offered, inferred or made, by or through our performance of professional services.