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Geological Te, ,,hnics Inc. <br /> Lo <br /> Project Name_ Fonzio Borehole No. GP-1,7, Page 1 of 1 <br /> Project No. 774.2 Date 5/24/99 Contractor V&W Drilling <br /> Area & County 501 E. A i Tac A Joaquin o <br /> Field Geo/Eng L. Smith DrUing Method GeoProbe <br /> +... Borehole Dia. 2" Tot. Depth 12' Tot. Casing Depth Casing Din. Screened Interval <br /> Filter Pack Annular Seat Slot Size Grout Water Depth t5.9' <br /> i.r N Q, d <br /> Remarks <br /> Q, - E 4-13 �, U E! Description <br /> U 3 U v' <br /> 0 QJ N OVM (Pprn) <br /> CL CLAY—(dk brown), very firm, calcium 0 <br /> carbonate. Becoming light brown at 7 <br /> --- feet. <br /> �. 5 --= <br /> LO <br /> 10 =_ <br /> SP SAND—medium to coarse, pebbles. 0 <br /> 15 <br /> u. <br /> '.' 20 <br /> LN 25 <br /> 30 <br /> LO <br /> Notes: 0 SAND CLAY ■ Groundwater Sample Interval <br /> SILT Sample Submitted to Laboratory <br /> LW <br />