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_ Page 2 - #4220 91-1043 , � <br />`r 1. Explore the subsurface soil and groundwater conditions by means of <br /> three penetration borings put down at locations selected by TGT. � <br />`" 2. Prepare an engineering report which includes the following items: <br /> a. Logs of the soil test borings. , � <br />-" b. A sketch showing the approximate boring locations. <br /> c. Recommended foundation types and depths. <br /> d. Recommended soil bearing pressures. <br />— e. Estimates of potential foundation settlements. <br /> f. Recommendations for support of on-grade floor slabs. <br /> Our scope of services was intended for geotechnical purposes only, and did not include <br /> an environmental assessment of the site. However, we can state that no contaminants <br />— were discovered in the retrieved soil samples, as could be easily identified by color or <br /> odor using human senses. , <br />_ 2.0 EXPLORATION PROGRAM RESULTS <br /> 2.1 Exploration Scope <br /> The three test borings for the project were put down on May 2, 1991. They were put <br />` down at the approximate locations indicated on the sketch included in the Appendix of <br />_ this report. Surface elevations at the boring locations were referenced to the top of the <br /> first floor slab of the existing Supervalu Store. Elevation of the existing floor was taken <br /> as 100', an assumed elevation. <br />