Laserfiche WebLink
i <br /> � TEST PIT LOGS <br /> I <br /> 1 Pit No. Depth-Feet Description Mois�ure Conient <br /> I TP-1 0-1 .0 Brown lcose mixed silty gravelly sand <br /> � and organic material FILL <br /> 1 .0-3.0 Brown loose silty sand with roots <br /> 3.0-4.0 Grey-brown loose-medium dense <br /> I silty fine sand <br /> 4.0-5.� Grey-brown to grey, medium dense to dense <br /> silty very fine sand and fine sandy silt <br /> � (fractured) <br /> � 5.5-9.0 Same as above, non-fractured <br /> 1 TP-2 �-�.0 Brown loose silty sand with organics FILL <br /> 1 .0-3.0 Grey-brown loose silty sar,d with roots <br /> ! 3.0-4.0 Grey-brown loose-medium dense <br /> 4 silty fine sand <br /> 4.0-5.5 Grey-brown to grey, medium dense to dense <br /> � silty very fine sand and fine sandy silt <br /> (fractured) <br /> 5.5-9.0 Same as above, non-fractured <br /> 1 <br /> TP-3 0-1.0 Brown loose silty gravelly sand FILL <br /> 1 1 .0-4.0 Elack & brown, very lcose, organic debris <br /> (stumps, wood, logs, roots, etc) FILL <br /> 4.0-6.0 Grey loose clayey silty fine sand and <br /> � silt, with organics and roots (FILL?) Very Wet <br /> 6.0-10.5 Brown (with grey) medium dense silty fine <br /> sand (fractured) <br /> 10.5-11.0 Grey dense silty very fine sand and <br /> � sandy silt, non-fractured <br /> ITP-4 0-1 .5 Brown, grey & black loose mixed silt, sand <br /> gravel with organics FII� <br /> � 1 .5-5.0 Brown, with grey, ]oose-medium dense silty <br /> fine sand <br /> 5.0-8.0 Grey dense silty very fine sand and <br /> sandy silt <br /> J <br /> � Proposed Koch Residence September 18, 1989 <br /> Everett, Washington Project No. 12489 <br /> 1 Page 1 of 2 <br /> 1 <br />