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I <br />i <br />I <br />I <br />I <br />11 <br />16 <br />I <br />F <br />L <br />I <br />I <br />uv� ,1v. <br />DATE FINISHED: 6-30-82 CHECKED BY; J.W.Ne13Dn <br />8830.7 N 100,334 E 115,115 <br />GROUND SURFACE EL.: <br />ELEV <br />DEPTH <br />SAMPLE <br />= <br />DESCRIPTION <br />U <br />PENETRATION <br />RESISTANCE <br />WATER CONTENT <br />(PERCENT) <br />(FEET) <br />(FEET) <br />TYPE <br />O <br />N <br />IBLOWS PER FOOT) <br />i <br />D <br />10 30 50 <br />20 40 <br />Soft to medium hard, gray to <br />NA <br />N <br />A <br />A <br />greenish gray, interbedded fine <br />sandstone and siltstone, sand - <br />55 <br />95 k6 <br />stone only to 70', highly <br />fractured at 63', 70' and 73', <br />(too) <br />calcareous, occasional carbon- <br />aceous laminae <br />60 <br />877 <br />Ioo <br />65 <br />(Ioo) <br />70 <br />8760 <br />Ioo <br />(951 <br />75 <br />80 <br />8750 <br />Ioo <br />Bottom of Boring, 80.7' <br />Piezometer No. P-16 installed <br />in boring, at a depth of 80.2'. <br />PROJECT NO, RM82-1544 Boring P-16 <br />Sheet 2 of 2 <br />® IL 1� <br />