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GENERAL NOTES <br />DESCRIPTIVE TERMINOLOGY <br />DENSITY <br />CONSISTENCY <br />APP1OX UNCONFINED <br />TERM N VALUE <br />TERM N VALUE COMPRESSION STRENGTH <br />Very loose 0-4 <br />Soft 0-4 0 — 1:00 pet <br />►.eose S-10 <br />Stiff 5-3 1200 — 2000 psf <br />Medium Dense 11-30 <br />Tough 9-1.1 2000 — 4000 psf <br />Dense 31-50 <br />Very Tough 16.30 4000 — 8000 psf <br />Ve•y Dense Over SO <br />Hard Over 30 Over — $000 psf <br />RELATIVE PROPORTIONS <br />MATERIAL CLASSIFICATION <br />TERM RANGE <br />TERM SItI <br />Tracer 0 — S o/o <br />Boulder Over B inches <br />A tittle 6 - 15 0/o <br />Cobble B — 4 inches <br />Some 16 - 300/0 <br />Mod Course Gavel 4-3/1 inches <br />With 31 - SOo/o <br />Fine Gravel 3/1 in -NO 10 sieve <br />Sand No 10 sieve - No 200 sieve <br />Sill and Ciay Finer than 200 sieve <br />MOISTURE DESCRIPTION DEGREE OF SATURATION % <br />Ory 0 <br />Mumi d 1- 23 <br />Domp 23-30 <br />Moist 50-73 <br />Wet 79-99 <br />Soturoted 100 <br />WATER LEVEL <br />SYNKX - Z <br />Wrath levels shown on the boring low are the levels measured in the borings at the tin* <br />and under ow conditions indicated In sand. the indicated levels can be cone4o <br />reliable ground water levels. In clay soil it is not possible to detsrmins the ground <br />water level within the normal scope of a test borrno invost•,:.'.^r. excep, ovhere IeneM <br />or Isyers of nmre pervious waterbearing soil are prow-nt and then a lore psriod of term <br />may be noosseery to rersch equilibrium. Therefore. the position of the water level symbol <br />for cohesive or mixed texture &oils may not indicate the trio level of the ground water <br />table. The available warn Wool intonation to given at the botliom of Via log sN&et. <br />L.&B7EMANEANENGNVEER[NG CORP. <br />