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IUB GROUNDWATER Drilling Log <br /> TECHNOLOGY, INC. Monitoring We11 —1-2FVanysamo <br /> Golden Grain qo- <br /> Project Manteca Sean owner SEE PLAN <br /> __. �a ra �Projact Number -FB i' � <br /> Locatlon � th of Ho1a 50 5 f t Diamet6i in-- <br /> 11 9 Bg -Total Deis 26.3 ft 24-hour_22.7 ft <br /> Data Grilled ater Level Initicl.r_------ <br /> Surface Elevation— 40 ft. �-.Sla# S1ze Pte`~ ID readin <br /> VC <br /> Scram: Dic. <br /> _. Length 7 � Type <br /> 2 In• Len #h r ,, chem Mager <br /> Casing: ala. in-� g roduct <br /> Com an " ' p��'r;r �Drtlling Method <br /> Driliing P y Log by ted in <br /> Driller R.G. '1.4422 <br /> Geologlst / Engineer <br /> License No.-- <br /> Descriptlon/Soil Classlilcatlon <br /> (Color, Texture, Structuras) <br /> •. <br /> concrete sidewalk rained sand (medium <br /> Dark brown, fine to medium g <br /> 1Adense, damp) <br /> 2 i� � •. Brown, very fine to medium grained sand (medium <br /> 9 dense, damp) <br /> 6 '• u 1� � ;avf 1 <br /> l •� ! is light brown, fine to coarse grained) <br /> i L - •• l . (grade g <br /> • I C 5W. <br /> w�:1 <br /> J <br /> 12 ,: 1 'i •• l Brown, sani..f silt (stiff, damp) <br /> 141x•' =.� it � ML l <br /> -y •• :;� I Gray, silty sand (medium dense, damp. iron oxide <br /> j6� •' o D ! ! stains) <br /> damp) <br /> ' Brawn, sandy silt (stiff, p <br /> 20-1 III:.. '• ' ' i <br /> .� <br /> � •:�i a <br /> 22- �! ��Z silty Clay (stiff, damp) <br /> -bra <br /> ' ':1 s Gray <br /> 4 I • l I CL pago�.-of? <br /> 2 t • <br />