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LOG OF TEST BORE - 6 Log 1 of 4) <br /> Client: Dust 8J Dirt ExcavatingProject: Slur Wall Design <br /> Site: Sec 4 Township 5 North Range 65 West Project No.: 2006-201 <br /> 0 <br /> a <br /> u p r <br /> Description _ u_ o h E a H <br /> °' a a n in <br /> Ci < <br /> C S Q <br /> L CL ? .L U N C � _.r N <br /> Q1 <br /> C IEC O' f7 C rn <br /> p to to n O _I o D Cn to <br /> .;.ef�+vti»- �wti+tWbs!uc+ dsis.ac � :. . .,:�srrkr:>.rzar..Yr-ro0,az�..•aes:-��:�Mr� aaa:'�a;K'�;k9rvrtvK._. _,as;-. �ae:x::sxe^:sc��..�oweaw�t�✓„. ��X'et3 rt�dr:��. <br /> SILTY SAND WITH GRAVEL 0 i <br /> 1 1 1 1 1 1 r 1 <br /> 1 1 r 1 1 1 1 1 1 <br /> 2 <br /> 1 1 1 1 1 1 1 1 1 <br /> 3 I 1 1 1 r 1 1 1 1 <br /> 1 1 1 J r 1 i 1 1 <br /> d <br /> t 1 1 1 1 1 I 1 1 <br /> r 1 1 1 1 1 1 i 1 <br /> 1 I I 1 1 1 1 1 1 <br /> 6 1 1 J 1 1 1 1 1 1 <br /> SILTY SAND 1 I } <br /> 7 <br /> 1 i i i 1 i i i i <br /> SILTY SAND&GRAVEL WITH 8 i <br /> a++ <br /> COBBLE <br /> 9 <br /> iiaiJ+ai 1 I 1 1 1 1 1 i 1 <br /> SANDY SILTY CLAY 1 1 1 1 1 <br /> 1 1 1 1 Y 1 1 <br /> 1 t 1 1 1 1 1 <br /> I 1 1 1 1 1 1 1 <br /> 1 ( 1 1 1 1 1 <br /> 13 <br /> 1 1 1 1 1 1 1 1 1 <br /> 1 1 1 1 1 1 1 1 t <br /> 1 1 1 1 <br /> 14 t 1 1 1 1 1 1 1 <br /> 1 1 I 1 I 1 1 <br /> GROUNDWATER <br /> SILTY SAND&GRAVEL WITH i6 <br /> is aiaaa i i i i i 1 1 i <br /> COBBLE 16 <br /> 17 <br /> +iiaai <br /> m$ <br /> 1 1 1 1 1 1 1 <br /> Osrii 1 1 1 1 1 / 1 1 1 <br /> pia� 1 1 1 1 1 1 1 1 1 <br /> a pJ+ii 1 1 I 1 1 1 1 I 1 <br /> 20 as ii+ 1 i 1 I 1 1 Y 1 <br /> i i'lii 1 1 1 1 1 1 1 1 1 <br /> aiaiaii 1 1 1 1 1 1 1 1 I <br /> a?iQi 1 1 1 1 1 t / 1 1 <br /> 21 ilia ai 1 I 1 1 1 1 1 1 1 <br /> ilia ii; r 1 1 1 1 1 1 1 1 <br /> .ji 1 1 1 1 1 1 1 1 1 <br /> 22 allaaa 1 1 1 1 1 i <br /> SILTY SAND&GRAVEL <br /> 1 1 1 1 I 1 1 J <br /> 23 1 1 1 I 1 1 1 1 <br /> 24 <br /> i r 1 i 1 1 1 1 <br /> 1 1 1 1 1 1 1 <br /> 25 <br /> SILTY SAND&GRAVEL WITH <br /> COBBLE <br /> 1 1 1 1 1 1 r t <br /> The stratifica*.ion tines represent the approximate boundary Lees between soil and rock types. Insitu,the transr+on may be gradual <br /> Waver Observations Boma S:armed: 10124/2006 <br /> Initial WL: 15 T.R.T. Boring Compiete: 10/24/2006 <br /> WL 15' Log ed By: TM <br /> Water Checked 10/24106 Two Rivers Testing, Inc. Approved By: TMC <br />