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<br />Geotechniwl Engineering Exploration <br />Hallarwin Construction Company <br />Project No. 21975089 <br />r~ <br />gravel material. Excavation and dewatering of the pit should be pertortned in such a <br />manner as to protect the adjacent properties, roads, railroads and waterways. <br />GENERAL COMMENTS <br />Variations in overburden and sand and gravel stratum thicknesses, the quantity of the sand <br />and gravel, as wet{ as the soil and groundwater conditions, may exist between test borings. <br />These variations may not become evident until graveUmining operations take place. <br />Additional test borings, test pits, and laboratory analysis may be required prior to the <br />l- proposed gravel mining operations to mare accurately evaluate the quantity and quality of <br />the granular materials encountered at the site. <br />s <br />