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w "C.,aPIp ,0fesser & McKee Inc. <br /> Soil Boring Log o2S0�Z0l� j <br /> 27$ l <br /> Client Site Job No.1131Q111 <br /> -..�. Surveyed EIevation:Ground—LTA <br /> i <br /> Date Drilled 9I24/fit3 We11 No,AQ-168_ Boring CoDrilling. <br /> To of Casin <br /> P g. 65.S� Screen Length 2t) <br /> Total Depth .45, Boring Method Used MildRotaXy <br /> Piezometer Casing Size&Type 4"2y ch an <br /> i <br /> Field Geologist A. Kelly Organic Vapor Instruments Used NA_ Water Table Depth , <br /> Iowa per <br /> Depth Same• Sample dv./ Org.Vap Strata Equipment <br /> Feet No. bs. Interval ecov. _Ppm Sample Description Chan a Installed ' <br /> R Sand,Fite-grained,organic,dark jentonite <br /> ling <br /> 0-5 brown. Sandal <br /> tective <br /> UP. Sand as above. ing <br /> ent/ <br /> 5-10 <br /> 1ut <br /> U Sand as above to 13'. 10" i <br /> Clay,medium brown. Boring <br /> 10- 15 "PVC <br /> 1 Clay Sch 40 <br /> C1 Clay as above,becomes sandy Casing 1 <br /> IJ 15-20 with depth,sand tine granted <br /> en nite <br /> 20— pellats,9- <br /> QL Clay as above. <br /> 20-25 <br /> 25 ;}a <br /> 24. <br /> Q< Clay as above. S P Sand layer Westar <br /> 25-30 295-30.0'. 3 Sand <br /> �zu <br /> 30— Sand <br /> SLIC Interbedded clay and sand, <br /> Clay <br /> �y` s <br /> 30-35 sand fine to coarse,clay to f <br /> 35-- brown. Sand k <br /> "Sch <br /> S1.1. Interbedded clay and sand as 40 PVC <br /> .020 <br /> 35-40 above to,391. <br /> 4 Clay, <br /> brown. Screen <br /> �LL Clay as above to 44'. Sand. Clay <br /> 40-45 Coarse,poorly sorted,submded <br /> to subang. TD 45. Sand <br /> 44 <br /> 4 4s'. <br /> „ I <br /> i <br /> r <br /> ' <br />