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GROUNDWATER Drilling Log <br /> TECHNOLOGY, INC. Monitoring Well <br /> Gplden Grain Co_,_ <br /> Sketch Map <br /> _. Project nteca Sean �._..._.._._.Qwner-_—.- �fl2%799-5045.06 _ <br /> Location Manteca, Ca. Project Number 8 in SE) SITE ?L�1 <br /> 11/81$A Tatai Depth of Hole_�0 't_Dlameter <br /> Data Drilled 25 gt, � 23.1 Et. <br /> 34.54 Water Lave! lnit]a1�..._ 24—hour <br /> Surface 1Jevatian_ 4 F Slot Size-i in. X-no sample recovered <br /> Screen: Dia. z --Length <br /> 7 nn ttt �ld-ft. --Type_—__ C <br /> Cooing- Dia•—_-- ----L 9• Method HoLlo�a stem Auger <br /> Sierra Pacific Drglfng Notas: no product <br /> Drilling Company Log by u f odor detected in <br /> Driller _License No._3•n- any sample <br /> Geologist / Engineer�� <br /> pescrfptlon/Soil Claaefficatlon <br /> (Color. Texture, Structures) <br /> 0 concrete sidewalk <br /> Dark brown, fine to medium grained sand (medium <br /> o. :a i dense, damp) <br /> .2 <br /> II ' M <br /> � '. � � ` ' grown, sandy silt (hard, slightly damp) <br /> 4 A <br /> '� <br /> k. 1 � <br /> 24 <br /> 6 a j 2a ML <br /> 30 <br /> Light brown and orange, fine to medium grained sand <br /> i <br /> (medium dense, damp) <br /> .`•, ' <br /> ! <br /> 10-1 <br /> ,+l C 'I 1395 I <br /> 121; ' Sroi,n, silty sand (medium dense, damp) <br /> 14-� <br /> 112 <br /> a II ! I t <br /> ! 1 13 <br /> 16 •�� I ��L= Isra j� <br /> I�•. ':i� i � i I <br /> `• I I <br /> 18$ , I I Brown silt (very stiff, damp} <br /> 20 •: Il ! 731 <br /> 14 <br /> 22" •N i 75 I IIdL i <br /> j <br /> 244 : Fnr_oiz teres] ta, to Isage�af__._ <br /> I . <br /> _ ales KV c <br />