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EGW169 <br />SAMPLE DATA <br />SOIL PROFILE <br />GROUNDWATER <br />a <br />M° <br />c <br />Drilling Method, R01080nlc <br />Monitoring well Detail <br />E <br />z <br />T <br />~ <br />$ <br />E <br />m <br />a <br />Ground Elevation (ft)* 406.7.5 <br />m <br />6 in <br />w <br />0 <br />n m <br />n <br />O <br />t <br />rn <br />Drilled By: Boart <br />Protective Casing <br />Locking Cover <br />s p <br />m <br />2 <br />? <br />1 3: <br />FTJ <br />Cap <br />rrn <br />SM <br />Brown, silty, fine to medium SAND <br />with trace gravel (medium dense, <br />405 <br />moist to wet) <br />M <br />400 <br />SP Brown to grey, line to medium SAND— — <br />with trace silt (medium dense, moist) <br />10 <br />2-inch diameter, <br />Schedule 40, PVC <br />well casing <br />395 <br />e4 <br />Sm <br />light bro m, slij, One SAND ( <br />15 <br />ritbist) (Esperance Sand) <br />390 <br />5P <br />Grey, f ne SAND with trace gravel and T " <br />sift (dense, moist) (Esperance Sand) <br />20 <br />Bentonite chips <br />385 <br />e4 <br />Sia <br />Brown io grey. nifty, fGre to rnedlum — <br />Zo <br />25 <br />SAND(dense, moist) (Esperence <br />q <br />Grey, fine to medium SAND with silt <br />g <br />SM <br />(dense, moist) (Esperance Sand) <br />W <br />g <br />0 30 <br />J <br />375 <br />e4 <br />�i <br />v <br />SP <br />Brown tto grey,, fne to medium SAND _ �, <br />35 <br />with trace silt (dense, moist) <br />(Esperance Sand) <br />y <br />370 <br />i <br />iE <br />a <br />3 <br />40 <br />., Notes. 1. Stratigraphic contacts are based on field interpretations and are approximate. <br />5 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. <br />3. Refer to "Soil Classification System and Key" figure for explanation of graphics and symbols. <br />G <br />Powder Mill Gulch Log of Monitoring Well EGW169 <br />LANDAU Everett, Washington 3- <br />ASSOCIATES (1 of 4) <br />