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_ Page 5 - #4220 91-1043 <br />" at the times and levels indicated on the attached boring logs. Observation of the <br /> samples retrieved indicated that water level may rise to higher elevations. The <br /> predominant soils encountered at the boring locations are relatively slow draining. For <br />-- this reason, accurate water levels cannot be measured within an open borehole except <br />� when measured over an extended period of time. Such water level measurements are <br /> . beyond the scope of a normal subsurface exploration. Seasonal and yearly fluctuations <br />•-- of the groundwater levels could be expected. <br /> 3.0 ENGINEERING REVIEW <br /> 3.1 Project Data <br />_ The engineering recommendations made in this report are based on our understanding <br /> of the project as described in the followtng paragraphs. The recommendations are valid <br /> for a specific set of prnject conditions. If the characteristics of the project change from <br />._ those indicated in this section, it is necessary that we be notified so we may determine <br /> whether the new conditions affect our recommendations. <br />� We understand the planned construction will be a single-story addition to the west side <br />� of the existing Supervalu Store. 1fie building will be �shaped with the larger portion <br />_ of the structure measuring about 47' x 100'. The smaller leg of the building, located at <br /> the south end of the addition, will measure about 22' x 28'. The majority of the <br />� structure will be of slab-on-grade construction with the finished floor matching the <br />� elevation of the existing structure. We understand that a portion of the addition, located <br /> in the southcentral portion of the addition may include a full basement construction. <br />