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GROUNDWATER <br /> TECHNOLOGY, INC. <br /> Monitoring Well 6 Drilling Lip <br /> Project TP-`��C-f;[r-harte Owner._g�;'coRefining Mare g Sketch Map <br /> Location St canon -_c- Project Number 909/150-41_9D <br /> Date Drilled otal Depth of Hole- 50 f1,.Dlometer D_ jn SEE SITE PLAN <br /> Surfcce 0evation—Water Level lnitlal.-32ft 24--hour <br /> Screen: Dia d !=--Length- 25_ft_ _ Slot Sizew <br /> Cash Dlo n _ <br /> 9• n .-Len gth�25 fit; Type___ PVC, <br /> Drilling Company Sierra Pa f��Drilling Method HoIlMf stele <br /> DrllIer F. Frtz Log by_ M. nstondnr - Notes: X-no sam_ole <br /> Geologist / Engineer License No.RG�sM422 _ recovered <br /> 3 Descrlptlon/Solt Classification <br /> a <br /> g #� (Color, Texture, Structures) <br /> 0 <br /> o c �� 4 6 inches concrete <br /> zC /� Brown, clayey sand (moist, no product odor) <br /> 2 0 � , <br /> �0. <br /> Brawn, silty clay (very stiff, dry, no product odor) <br /> d <br /> 0' p A <br /> O <br /> 8 <br /> 6 °° 0 20 <br /> 33 <br /> a <br /> 8 � ° CL = — <br /> • — o -- - (grades�li ', _ - <br /> g._L�--brown) - <br /> 70 v B <br /> 0 17 <br /> ° 34 <br /> j2 n <br /> 0 <br /> r- Brown, sandy, silty clay (very stiff, dry, no product <br /> 14- odor) <br /> C <br /> o y <br /> 6 0 21 CL <br /> 1 s f° <br /> Brown, clayey, fine sand <br /> (medium dense, moist, no <br /> f product odor) <br /> 20 rf,-, D 9 <br /> 0 <br /> 0 <br /> 1� SCS <br /> 22 �� / <br /> (gra2es silty) <br /> 24 1� ! Gray-hrown, clayey silt (very stiff, moist, no <br /> product odor) <br /> a/ea ieev c <br /> I'agc.taf � <br />