Laserfiche WebLink
I <br /> George's Service Boring Dia. :8" <br /> 1600 Durham Ferry Road BORING: MW-201 Tot.Depth :51' <br /> Tracy,CA <br /> (Page 2 of 2 Casing Depth :50' <br /> Project No.:425.2 g Casing Dia. :2" <br /> Date :9123103 Screen Interval :4547.5' <br /> [ Cr¢OIagICa! Drilling Method :NSA Slot Size :0.02" <br /> Driller :V&W Drilling Filter Pack :42.75-51' <br /> Logged B :E.Price <br /> � y Annular Seal :40.52,75' <br /> Grout :0-40' <br /> Water Depth :-14' <br /> � 1 <br /> Well:MW-201 <br /> p Elev.: <br /> De <br /> Sample <br /> Lab Time DESCRIPTIONaz 0VM <br /> 3 Feet Sample _o (PPM) <br /> 07 CO <br /> 30 .................................................................................................... <br /> SP <br /> SILT <br /> ML <br /> 33.5-34 0915 GRAVEL-brown, cla5t5>3cm,wet 0 <br /> GP <br /> 35- <br /> SAND-brown,fine-crs grain,poorly sorted,wet <br /> SW I <br /> 37.5-38 0921 SANDY GRAVEL-brawn, med-v crs grain,clasfs>2cm, ��••� 28 9 , <br /> wet i <br /> GP <br /> 40 •'• <br /> SILTY SAND-brown,fine-med grain,wet SM L <br /> I <br />} 42-42.5 0930 CLAY-brown,mod plasticityCL 40.3 <br /> SANDY GRAVEL-brown, fine-v crs grain,clasts-10mm :, GP <br /> f SILTY SAND-brown,fine-v crs grain, clasts-10mm SM <br /> i. 45 <br /> SANDY GRAVEL-brown,wet <br />} 46-46.5 0940 GP 8.2 <br /> x <br /> h <br /> P <br /> 0 <br /> GRAVELY SILT-brown,we <br /> ML <br /> 055la50- <br /> 55- <br /> LM <br /> � F <br /> N <br /> Q <br /> O <br /> qT <br /> U <br /> D <br /> 60 .............................................................................. <br /> I Y <br /> I Q <br /> O <br /> I N <br /> I <br />