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PID <br /> (PP—) GRAPHIC LOG DESCRIPTION <br /> 40 46 �x Grey green,very fine sandy clay,(MH) <br /> 2'sch 40 saturated,high plasticity <br /> slotted 20 <br /> PVC section <br /> LS#3 n <br /> sand <br /> 42 42 <br /> - 4> <br /> LU <br /> °r Grey teen,clayey,fine sand(SP)----------------------------------------------- <br /> as t-`'.' � -'paU uu F Y B Y Y <br /> VEnd Cap =x - CaCO3 concretions,dry friable <br /> LL Boring terminated at 45 feet <br /> Cr2„ Converted to MW-5 <br /> z 46 8" 46 <br /> O <br /> M <br /> O <br /> J <br /> Ui <br /> 2 48 48 <br /> IL <br /> LU <br /> 50 50 <br /> 52 52 <br /> 54 54 blows <br /> Final Page <br /> Boring Log and Well Completion Details MONITOR <br /> EXPLANATION conMW-5 (Boring B-2) WELL <br /> X Water level during drilling Solid when pertain <br /> Water level in completed well Dotted where approxunate <br /> dr�illsan kieCO"e - - - Dashed where uncertain Nomellini Construction Company, Inc <br /> Location of sample sealed e111111 Hachuned where gradational 1045 W Charter Way <br /> . <br /> forchemrcal analysis estK Estimated permeability Stockton,California <br /> ® Steve sample 11K <br /> 1K-pnrmry 2K.secondary <br /> NR No reamery ARTESIAN QUI moNh4ENTAL CONSULTANn n n <br /> ® Crab sample 100 SHOREUNF WCHWAY 0295D MILL VALLEY CALIPORMA94941 (415)381.6456 040-01-01 <br />