Laserfiche WebLink
SOIL BORING / MONITORING WELL LOG <br /> PROJECT: PROPOSED LOVE'S TRAVEL STOP DRILLING COMPANY: Technicon <br /> PROJECT NUMBER: 1-5 AND STATE HIGHWAY 12 DRILLER: A.Jones <br /> CLIENT: Love's Travel Stop and County Stores DRILLING METHOD: Hollow Stem Auger <br /> BORING/WELL NUMBER: B-10A BORE HOLE DIAMETER: 2" <br /> TOTAL DEPTH: 12.0' SCREEN: Diam. N/A Length N/A Slot Size N/A <br /> TOP OF CASING: N/A CASING: Diam. N/A Length N/A Type N/A <br /> FIELD PERSONNEL: JTK DATE DRILLED: 3-31-11 <br /> PAGE 1 of 1 <br /> Z <br /> 0 Z <br /> OiE' cc U O _ <br /> LL Z) - d a <br /> r a <br /> ~ z a d w C) w <br /> 0 0 o a U) U) Z o Z DESCRIPTION OF STRATUM o <br /> 0 0 <br /> 0.0 SILTY SAND(SM),dark brown,organic material in top 4",moist,no <br /> staining, no odor <br /> 0.0 <br /> 2 2 <br /> 0.5 <br /> 0.4 <br /> 4 4.0 4 <br /> 0.4 SILTY SAND(SM), brown, moist to wet,no staining, no odor <br /> 0.2 <br /> 6 6 <br /> 0.0 <br /> 0.4 <br /> 8 8 <br /> 0.8 <br /> 9 <br /> 0.7 <br /> 10 10 10 <br /> - 10.4 -groundwater encountered at 10 feet bgs <br /> POORLY GRADED SAND(SP),gray,wet, no staining <br /> 0.0 11.6 <br /> 12 12.0 LEAN CLAY(CL),with trace silt and sand,wet, no staining, no odor 12 <br /> 0.4 Boring terminated at 12 feet bgs <br /> 141 14 <br /> 16 16 <br /> 18 18 <br /> 0 <br /> 0 <br /> a' <br /> 0 <br /> 201 1 1 1 1 1 1 1 1 120 <br /> REMARKS: <br /> 0 <br /> 1617C011 <br /> N <br /> J <br /> THIS LOG SHOULD NOT BE USED SEPARATELY FROM THE ORIGINAL REPORT. <br />