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1 - }14383 <br /> SII <br /> EXPLANATION <br /> SURFICIAL FILL <br /> _ A q <br /> 350 350 REFUSE <br /> MW- 3 <br /> MW-5 CLAY and SILT; contains 0- 2.5 % <br /> 300 SB-I fine grained sand <br /> 300 <br /> �— MW-4 ° CLAYEY SAND and CLAYEY GRAVEL; <br /> ° <br /> gravel-sand -clay mixtures , clay-sand <br /> matrix-sup ported gravel <br /> MW-1 <br /> SAND and GRAVEL ; gravel -sand mixtures, <br /> z5o <br /> 7 T 250 l ittle or no fines, sand matrix-supported gravel <br /> 1 <br /> TD 46.5 <br /> Geologic contact; dashed where approximate, <br /> CORC R N <br /> 0 A CLAYq ue <br /> reed where uncertain <br /> TD 6 5 <br /> 8 TD26.5 <br /> zoo. ° <br /> zoo <br /> / 1 Water _ level (measured 6/I/ <br /> 88 ) <br /> MW-I—Well designation <br /> Boring <br /> 150 — <br /> zo 150 ° _ ° - ° o ° <br /> ° ° so Sand pack interval <br /> --Screened interval <br /> TD275'—Total depth of boring <br /> 100 . n ° ° ° <br /> 100 <br /> 50 <br /> ° - <br /> o — ° NOTE For location of cross section see Drawing <br /> D ° <br /> 0 ° o P <br /> TD326� <br /> TD 75 , <br /> -50 <br /> Scale : 0 100 200 300 400 500 Feet <br /> (Horizontal ) <br /> ail <br /> DRAWING NO. <br /> Emcon SAN JOAQUIN COUNTY <br /> CORRAL HOLLOW SANITARY LANDFILL 1 <br /> SAN JOAQUIN COUNTY, CALIFORNIA <br /> REV DATE DESCRIPTION DWN BY DES BY CHK BY APP BY - PROJECT NO. <br /> onrE OF.ISSUE DWN BY CHK BY GEOLOGIC CROSS SECTION A-A 939-03.14 <br /> . June. 1988 DES BY APP BY !, <br />