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GIC 42525 - Patic 2 <br />RESULTS. OF BORING% <br />General <br />Refer to the attached logs for a description of the subsurface conditions <br />encountered in the boring,. The lo,s show: the depths to the boundaries <br />between the soil layers; the description, classification, and geologic <br />identification of the soils; the surface elevation at the boring; water <br />level measurements; standard penetration resistance (N column); and other <br />information. Refer to the attached sheet (Drilling, Sampling and Testing) <br />for a description of terminology used on the logs. <br />Subsurface conditions can vary from that encountered in the borings at <br />other locations, depths, and times. Dependin; on the degree of variability, <br />this could: 1) necessitate alterinu our conriusions and recommendations for <br />design and construction procedures, and 2) affect the cost of design and <br />construction. The degree of variability cuuld be evaluated by additional ex- <br />ploration. <br />Soils <br />The general soil profile encountered in the borings is surficial :oils over <br />basal soils. The surficial ;oils are topsoil and uncontrolled fill. The <br />basal soils are weatherr:d soil and glacial till. Refer to the attached <br />sheet for a description of geologic terminology. <br />The depths to, and elevations of, the contact between the surficial soils <br />and the basal soils in the borings are shown in the following table. The <br />ground surface elevations at the borings are also shcwn. <br />Boring Number: 1 2 <br />Surface Elevation: 83.8 82.7 <br />Contact - <br />Depth; Feet: 2 6 <br />Elevation: 81-3/4 76-3/4 <br />GEC <br />