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GROUNDWATER <br /> ;L' TECHNOLOGY, INC. Soil Boring 2 — <br /> Daling Log <br /> Bescrlptlon/Soil Closelficatlon <br /> (Color, Texture, Ssuaturee) <br /> $ Jill <br /> Brorn, silty, fine sand (medium dense, dry) <br /> o.� 0 17 I <br /> - ••26 D`Qo E 23 11 (,�rhite caliche stringers) <br /> II <br /> b�o I I <br /> 28 fl�•�` I Brown, fine to medium sand <br /> o:°�: <br /> D n.: F <br /> 30- 9 <br /> 0 9 <br /> a <br /> 44 0 15 Tan, siity clay (very stiff', dry) <br /> 32 poq <br /> 4 p. <br /> CL <br /> �4 �a <br /> 0� <br /> .. <br /> G <br /> 0 ;s <br /> 3& <br /> (grades sandy) <br /> 0 <br /> 38 Bro,,m, clayey, medium sand (medium dense, moist) <br /> 40 b°�o Ht3 rrr <br /> o"fl� 0 18 r r <br /> 0 0SC, <br /> 42 d.Q, 30 , , <br /> D r <br /> 0 a° r Brown, silty, Line sand (medium dense, moist) <br /> 44- a��p I I I <br /> 1fl412 I I I <br /> 0 <br /> Dd�, 0 17 I <br /> 46 �o p 22 SM <br /> l � I <br /> tioo I I <br /> 16019 <br /> 48 I 1 <br /> ° I i Broim, sandy clay (very stiff, dry) <br /> 50 °,anti 940 CL <br /> Qo�4. 021 <br /> 50 Er_d of boring, backfilled with cement grout <br /> 52- <br /> 54 <br /> 56- <br /> 58- <br /> I I L avow <br /> 658 - <br /> -- --- -- -_-Page. i_. -- <br />