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r—CoProp LLC - Rodeo Dunes Mine <br /> GROUND 112 Application <br /> Exhibit G-1 <br /> ENGINEERING <br /> May 14, 2024 <br /> Subject: Geotechnical Data Report, Cervi <br /> Sand Mine - Piezometers, Weld County, <br /> Colorado. <br /> Job Number 24-3520 —Revision 1 <br /> John Dietzler <br /> Dietzler Companies <br /> 1625 Broadway, Suite 2650 <br /> Denver, Colorado 80202 <br /> Dear Mr. Dietzler: <br /> This correspondence provides a summary of a geotechnical data collection program <br /> performed by GROUND Engineering Consultants, Inc. (GROUND)for Dietzler Companies <br /> (Client) to provide geotechnical data at the proposed Cervi Sand Mine located <br /> approximately 8 miles south of the intersection of US-34 and County Road 69 in Weld <br /> County, Colorado. Our study was conducted in general accordance the GROUND's <br /> Proposal Number 2401-0153 dated January 26, 2024. <br /> A field exploration program was conducted to obtain information on the subsurface <br /> conditions. The results of the field exploration are presented herein. <br /> This report has been prepared to summarize the data obtained. This report should be <br /> understood and utilized in its entirety; specific sections of the text, drawings, graphs, <br /> tables, and other information contained within this report are intended to be understood in <br /> the context of the entire report. This includes the Closure section of the report which <br /> outlines important limitations on the information contained herein. <br /> This report was prepared for Dietzler Companies based on our understanding of the <br /> proposed project at the time of preparation of this report. The data provided herein should <br /> not be construed to be sufficient for other purposes, including the use by contractors, or <br /> any other parties for any reason not specifically related to the design of the project. <br /> Furthermore, the information provided in this report was based on the exploration and <br /> testing methods described below. Deviations between what was reported herein and the <br /> actual surface and/or subsurface conditions may exist, and in some cases those <br /> deviations may be significant. <br /> This report was revised to incorporate the Client-provided surveyed elevations of the test <br /> holes. <br /> 41 Inverness Drive East ( Englewood, CO 80112 I (303) 289-1989 I www.groundeng.com <br /> ENGLEWOOD I COMMERCE CITY I LOVELAND I GRANBY I GYPSUM I COLORADO SPRINGS <br />