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gradient Environmental <br /> Gillies Trucking o <br /> Date: 8/19/96 Consultants <br /> Drilling Method: 8" H S • <br /> Sample Method Spht spoon Well/Boring # <br /> Page 1 of 2 GT-6 <br /> r <br /> WeA <br /> Oz° Lfthology / Remorks <br /> 4 —� <br /> ML == Black clay; may be road base <br /> SILT- Brown; dry to damp <br /> fo �= <br /> f2 <br /> u°1-2 <br /> voao <br /> 14 <br /> Dy XCL o o a a <br /> 26 ee_e <br /> 38 50 <br /> CLAY Brown, sandy, blobs and veinlets of calcite; <br /> no odor <br /> � oe <br /> � Dp 7 20 <br /> U 33 23 <br /> 27 -- <br /> e SAND: Red-brown, very fine gramed to silt, <br /> w o_ moderately sorted; no odor <br /> �{ <br /> 24 , a <br /> Dp 18 e a <br /> 19SM ; <br /> 21 _ <br /> �- SAND- as above; no odor <br /> O a <br /> 13 3a ^-°- <br /> Dp 16 ri <br /> 19 ° <br /> 3z o°° <br /> ° o O SAND- Fine to very fine grained, as above <br /> 0 0 <br />