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' GeoHydrologic Consultants, Inc. <br /> BonngANell Number EW5 D Page 2 of 3 <br />' Project TOC#171 1 GHC 1252 Owner Thrifty Oil Co <br /> • Well Construction LCLa Sod Description E <br /> M o rn o <br /> Q rn m t J <br /> 1 <br /> 40 <br /> 25 Sandy Silt (ML) Light yellowish brown(10YR 614) slightly OVER EwSD-40 <br /> 30 moist 10-15%fine sand moderately plastic silt hard <br /> 32 <br /> 10 Borehole <br /> 45 Sandy Silt (ML) Light yellowish brown(10YR 614) slightly OVER EW513-45 <br /> 30 moist 10-15%very fine sand moderately plastic silt very <br />' 40 hard <br /> 40 <br />' Bentonite Grout 50 _ <br /> 1s Sandy Silt (ML) Light yellowish brown(10YR 614) slightly OVER EWSQ50 <br />' 26 moist 10-15%very fine sand moderately plastic silt hard <br /> 30 <br /> • 55 <br /> 4 Dia 30 Sandy Silt (ML) Light yellowish brown(10YR 6/4) moist OVER Ew61D-55 <br />' Sch 40 30 10-15%very fine sand moderately plastic silt trace clay <br /> PVC Blank 35 hard <br /> Casing <br /> t 60 _ <br /> 31 - Clay (CL) Greyish brown(tOYR 512) moist to wet fine OVER EW51D-e0 <br /> 36 — - low to medium plasticity very hard <br /> 40 -- <br /> 65 <br /> _— 18 Silty Sand (SM) Brown(10YR 513) wet to saturated 10 OVER EW51D-65 <br /> _- 24 15%low plasticity silt very fine to fine sand trace fine <br />' = 30 gravel dense <br /> 4 Dia <br /> _ Sch 4C PVC <br /> 0 090 Slotted <br /> — Screen <br /> 70 <br /> 20 Sand (SW) Dard greyish brown(10YR 412) saturated OVER EW5D-70 <br /> _— #2112 Sand Pack 20 fine to coarse sand trace fine gravel dense(moderate <br />' 30 petroleum odor) <br />' 75 w <br /> -- 25 Sand (SW) Dard greyish brown(10YR 412) saturated OVER EWSD 75 <br /> 30 fine to coarse sand trace fine gravel trace clay dense <br /> 40 (moderate to strong petroleum odor) <br />