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AN:�w <br /> t a <br />'R'gsx <br /> GROUNDWATERTECHNOLOGY, <br /> Monitoring Well 6 Drilling Log <br /> Prq)eCt,_ ., _'L_Owner. .3 Sketeh Man <br /> Location Gtn LC�pa. f'-. 133 Ft`�a_a` <br /> Data Drilled 3LE1on F'rokcf Number <br /> Total Depth of Hole__:c��t�Dlcmeter—tD-s in <br /> Surface FJevatfon—"Toter Level lnitlal_. � `t. SIE SITE PIZAT <br /> Screen: Dlo. A �h 24—hour �_ <br /> ----- ��Length Slot Slze__f _ <br /> Casing: <br /> Drilling __:11��Length— ft. <br /> Type, oP <br /> yCom eny rPac?f -c Drliing MethodDrller.�, Fn7 a t^ <br /> Log by <br /> Geologist / Engineer Nates: X-no sample <br /> License No. „� gy� recovered <br /> Descrlptlon/Soft Classlflcatfon <br /> (Color, Texture, Structures) <br /> 0 <br /> 6 inches concrete <br /> 71 <br /> z 3� <br /> 5 so s Brown clayey sand (moist, no product odor) <br /> i <br /> 4 9'� Brown, silty clay (very stiff, dry, no product odor) <br /> o. <br /> A <br /> & <br /> 20 0 <br /> .o <br /> 33 <br /> CL <br /> ' v (grades light brown) <br /> 10 0'' B <br /> �o: o yo <br /> -{ <br /> 0' 17 <br /> 34 <br /> o; <br /> A j Brown, sarndy, silty clay (very stiff, arv, no product <br /> 1�r of i odor) <br /> o <br /> s <br /> 10 ° 13 CL <br /> 21 <br /> Bro; i, clayey, fine sand (medium dense <br /> product odor) mois no <br /> 20 0 ° <br /> c 0 149 / <br /> 17 <br /> -so, <br /> 22 � <br /> �. <br /> (graies silty) <br /> 24 ML Gray-bro„n, clayey silt (very stiff. Waist no <br /> a/U R[v. Q <br />