ARCHIVED REPORTS XR0003037 - Laserfiche WebLink

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• • SECOR rapt r� Logged By Dates Dolled Drilling Contractor Project Name Method/Equipment Well Number 215/01 CASCADE CHEVRON 95775 I CONTINUOUS CORE CM 217/01 DRILLING LODI, CA DIRECT PUSH MW -20.x1 See "Legend to Logs" for Bonag mace Groundwater Depth (ft) Total Dnve Drop sampling method, Dram W) E1ev (ft) � 57 FIRST Depth (0) WL(lbs) D! (0 .) clasaficatrons and laboratory testing ds metho 8 1400 NA NA well Desenphon Construction A \Same as abov medium -to 0 SILTY SAND (SM) yellowish brown (10YR5/4), with clay, fine-grained sand, dense, moist to wet (0,70,20, 10) SANDY SILT (ML) light olive brown (2 5Y5/4), with trace clay, low plasticity, very stiff, moist, weals subangular blocky soil structure (0,35,60,5) 130 0 CLAYEY SILT (ML) light olive brown (2 SYS/4), fine-grained sand, moist, wet along fractures, weakly cemented, angular blocky soil structure Grades to sandy silt, moss. SILTY SAND (SM). dark yellowish brown (10YR4/4), with trace clay, fine -gamed sand, very dense, moist to wet, cemented, angular blocky soil structure (0,60,35,5) 135 0 SILTY SAND (ML) brown (10YR5/3), fine-gsamed sand, low plasticity, very stiff, moist 0 55 45 0 140 Driller reports refusal at 137 5 feet, bottom of boning 137 5 145 The substrata descriptions above are generalized representations and based upon vssualfmanval classification of cuttings and/or samples obtained during dnlhng Predominant material types shown on the log may contain different materials and the change from one predominant material type to another could be different than mdtcated Descnpttonas on this log apply only at the specific location at the time of drilling and may not be representative of subsurface conditions at other locations or tines Project No 077.43451250 Date 3/21101 95775B4A.GPJ LOG OFBOREHOLE Log of Well Approved by Figure (sheet 6 of 6)