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(2) Include with the report a chart illustrating the soil classification criteria and the <br /> terminology and symbols used on the boring logs. <br /> (3) Identify the ASTM standards or other recognized standard sampling and test methods <br /> utilized. <br /> <br /> II (4) Provide a plot plan giving dimensioned locations of test borings. <br /> (5) Provide vertical sections for each boring plotted and graphically presented showing <br /> number of borings, sampling method used, date of start and finish, surface elevations, <br /> description of soil and thickness of each layer, depth to loss or gain of drilling fluid, <br /> hydraulic pressure required or number of blows per foot (N value for each sample) anal, <br /> where applicable, depth to wet cave-in depth to artesian head, groundwater. elevation and <br /> . time when water reading was made and presence of gases. Note the location of strata <br /> containing organic materials, wet materials or other inconsistencies that might affect . <br /> engineering conclusions. <br /> (6) Describe the existing surface conditions and summarize the subsurface conditions. . <br /> (7) Provide appropriate subsurface profiles of rock or the bearing stratum. <br /> (S) Estimate potential variations in elevation and movements of subsurface water due to <br /> seasonal influences. <br /> (9) Report all laboratory determinations of soil properties. <br /> 5.3 Foundation En~ineerin~ Evaluation and Recommendations <br /> (1) Foundation support of the structure and slabs, including bearing pressures, bearing <br /> elevations, foundation recommendation and anticipated settlement. <br /> (2) Anticipation of, and management of, groundwater for design of structures and <br /> pavements. Including the possibility of hydrostatic pressure on interior slabs. <br /> (3) Lateral earth pressures for design of walls and foundations below grade, including <br /> backfill, compaction and subdrainage, and their requirements. <br /> (4) Soil material and compaction requirements for site fill, construction backfill, and for <br /> the support of structures and pavements. <br /> (5) Subgrade modules for design of pavements or slabs. <br /> (6) Temporary excavation and temporary protection, such as excavation sheeting, <br /> underpinning and temporary dewatering systems. <br /> (7) Stability of slopes. <br /> <br />