Laserfiche WebLink
E <br /> Vector Engineering,Inc. WELL NUMBER <br /> 143E Spring Hill Drive <br /> Logo Grass Valley,CA 95945 PAGE 1 OF4 <br /> Telephone: 530-272-2448 <br /> Fax: 530-272-8533 I <br /> R <br /> CLIENT San Joaquin County PROJECT NAME Haney Lane Landfill i <br /> i <br /> PROJECT NUMBER 03160020400 PROJECT LOCATION g <br /> DATE STARTED 06/07/10 COMPLETED 06/11/10 GROUND ELEVATION 92.53 ft HOLE SIZE 8-inch <br /> DRILLING CONTRACTOR Gregg Drilling GROUND WATER LEVELS: <br /> DRILLING METHOD Hollow Stem Auger 8" g AT TIME OF DRILLING 140.00 It/Elev-47.47 It <br /> LOGGED BY A.Onorzalek CHECKED BY P.Holland,CEG AT END OF DRILLING — <br /> NOTES originally drilled 5/26, redrilled 6/7. AFTER DRILLING 128.70 ft/Elev-36.17 ft <br /> w <br /> x <br /> of cn U <br /> w <br /> w J g Q p MATERIAL DESCRIPTION WELL DIAGRAM <br /> p 2 <br /> co O <br /> 0 <br /> >. (SM)brown,moist,loamy topsoil . <br /> SM i":' <br /> — 2 90.5 <br /> .0 ------------------------------------- <br /> SILTY SAND,(SM)yellowish brown,moist,loose <br /> 5 <br /> SM <br /> P_ <br /> 'a <br /> 8.0 <br /> — -------------------------------------84.5 <br /> o SANDY LEAN CLAY,(CL)brown,moist,soft <br /> 10 <br /> F - <br /> z y <br /> i; $ <br /> J <br /> J <br /> f <br /> Z <br /> J <br /> WyJ j <br /> T 3 <br /> #� 15 <br /> Medium stiff : <br /> N <br /> A <br /> z CL <br /> i <br /> Q� 20 g3 <br /> O F. <br /> 7 # <br /> 3 <br /> z <br /> Reddish brown,stiff I <br /> i <br /> 0 7 <br /> 25 $C€ <br /> n <br /> o <br /> y <br /> Z_ <br /> 30 30.0q2.________62.5 <br /> id CLAYEY SAND,(SC)brown,medium grained,moist,medium dense <br /> 3 <br /> SC <br /> ca <br /> a ( <br /> w n <br /> U i 35 <br /> (Continued Next Page) <br />