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Veco Design Studio <br />June 3, 2024 <br />Project 10112-04 <br />Page 12 <br />6.LIMITATIONS <br />a)Soils and bedrock over an area show variations in geological structure, type, <br />strength and other properties from what can be observed sampled and tested from <br />specimens extracted from necessarily limited exploratory borings. Therefore, <br />there are natural limitations inherent in making geologic and soil engineering <br />studies and analyses. Our findings, interpretations, analyses and recommendations <br />are based on observation, and our professional experience; and the projections we <br />make are professional judgments conforming to the usual standards of the <br />profession. No other warranty is herein expressed or implied. <br />b)In the event, that during if construction, conditions are exposed which are <br />significantly different from those described in this report, they should be brought <br />to the attention of the Geotechnical Engineer. <br />c)The recommendations included in this report are intended to minimize the potential <br />of distress caused by the underlying soils. However, it should be noted that certain <br />amount of cracking, uplifting and tilting of may be unavoidable and should be <br />anticipated during the lifetime of the proposed structures. <br />The opportunity to be of service is sincerely appreciated. If you have any questions or if we can <br />be of further assistance, please call. <br />Very truly yours, <br />GLOBAL GEO-ENGINEERING, INC. <br />Mohan B. Upasani Kevin B. Young <br />Principal Geotechnical Engineer Principal Engineering Geologist <br />RGE 2301 CEG 2253 <br />(Exp. March 31, 2025) (Exp. October 31, 2025) <br />MBU:kby <br />Enclosures: <br />Site Plan - Figure 1 <br />Location Map - Figure 2 <br />Terms and Conditions