Laserfiche WebLink
e � <br /> BLL NUMBER - <br /> Vector Engisneering,Inc PAGE 1 OF 4 <br /> 143E Spring Hill Drive <br /> Grass Valley,CA 95945 <br /> CLIENT San Joaquin County _ PROJECT NAME Hamey Lane Landfill <br /> PROJECT NUMBER 03160020400 PROJECT LOCATION <br /> DATE STARTED 5/24110 COMPLETED 5/25/10 GROUND ELEVATION 85.96 ft HOLE SIZE 8-inch <br /> DRILLING CONTRACTOR G_regq Drilling GROUND WATER LEVELS: <br /> DRILLING METHOD Hallow Stem Auger 8" VAT TIME OF DRILLING 140.00 ft/Elev-54.04 ft <br /> LOGGED BY M.Christie CHECKED BY P.Holland,CEG AT END OF DRILLING --- <br /> NOTES AFTER DRILLING 122.00 ft/Elev-36.04 ft <br /> w <br /> M w u. z <br /> w e d_ 0 �O MATERIAL DESCRIPTION WELL DIAGRAM <br /> Q z C9 <br /> 0 <br /> SILTY SAND,(SM)brown,moist <br /> SM <br /> 5 <br /> :•::6.0 ------------------------ -- _ 80.0 <br /> LEAN CLAY,(CL)brown,moist,stiff <br /> CL <br /> 8.0 <br /> SILTY SAND,(SM)gray,loose <br /> SM <br /> 10 — 100 —__ L)reddish brow— _....,._..............._----------------76.0 <br /> SANDY SILT,(Mn <br /> z ML <br /> S <br /> v <br /> 0 <br /> ¢ 15 — 15.0 ---_71.0 <br /> —.—_.,...-------......_........----_......r_ ---------- <br /> WELL GRADED SAND,(SW)brown,moist <br /> �i <br /> SW <br /> w' <br /> LL 20 — °•' 20A----------------------------------........._66.0 <br /> SANDY LEAN CLAY,(CL)gray,moist,stiff <br /> 0 <br /> a <br /> 3 <br /> U <br /> a <br /> 25 <br /> P CL SANDY LEAN CLAY,(CL)gray,moist,very stiff <br /> M- <br /> 0 <br /> vi <br /> 30 30.056.0 <br /> W CLAYEY SAND,(SC)gray,moist,medium dense--- M ----__ ---_ — <br /> r <br /> m SC <br /> W <br /> W <br /> z <br /> 35 35.0 51.0 <br /> (Continued Next Page) <br />