Laserfiche WebLink
SVR SAMPLE a P.I.D. VSCS DESCRIPTION WELL <br /> DEPTH NO. m CODE CONST. <br /> 20 5-20 >50 ppmv SW Gravely sand some silt fine— to coarse gra nea sand cobble <br /> sized grovel, moderate yellowish brown dry very dense <br /> z2 <br /> • 24 <br /> 26 S-25 22 ppmv ML Silt trace fine—grained sand moderate yellowish brown dry <br /> non—plastic very stiff <br /> 28- <br /> 30- S-30 >50 ppmv Sw Gravely sand trace silt fine— to coarse—grained sand fine grovel <br /> dark yellowisn brown dry very dense <br /> 32 <br /> 34 <br /> S-35 >50 ppmv Fine to coarse gravel <br /> 36 <br /> • 38 <br /> 5-40 >50 <br /> 40 0ppmv <br /> • 42 <br /> i. <br /> I <br /> 44 I ' <br /> • 46 5-45 36 ppmv SM Silty sand fine— to coarse—grained moderate yellowish brown dry <br /> dense <br /> 4a I <br /> I <br /> I <br /> (section continues downward) <br /> • X,"ALNI� LOG OF BORING: B-3/MW-4 PLATE <br /> ���i� <br /> ilk/W!7 A. Teichert & Son <br /> 129099 South MacArthur Road Al2 <br /> PROJECT N0. 123009FILE NO Tracy, California <br /> 3009A6B <br /> • <br />