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BORING NO.: SB-23/MW-6 SHEET 2 OF 2 Am=WAr-ma Science Applications PROJECT: Vernalis Pump Station From science to solution-International Corporation LOCATION: Vernalis,Stanislaus and San Joaquin Counties,California COORDINATES: N/A PROJECT NO.: 06-6102-00-8589-310 SURFACE ELEVATION: N/A DATUM: N/A LOGGED BY: Will Slowik CL W ❑ E [L ii � a p z w o m GEOLOGIC COMPLETION CL "' a s J w } J Z O DESCRIPTION DETAIL ❑ � ZUz U) Z � mo w �U) Q o - 0.0 SS LEAN CLAY WITH SAND(CL):dark yellowish brown (10YR 4/4); moist; medium stiff; low to medium 100 plasticity; about 40% clay, 35% silt, 25%fine sand. (continued) 2"SCH 40 PVC 0.010" LEAN CLAY WITH SAND (CL): olive brown (2.5Y Slotted Screen 4/4); moist; medium stiff; about 45% clay, 30% silt, 25%sand. CLAYEY SAND (SC): olive brown (2.5Y 4/4); wet; soft;about 40%clay,60%sand. 35 0.0 SS 100 CLAYEY GRAVEL (GC): olive brown (2.5Y 4/4); moist; medium dense; about 40% clay, 60% fine to/..*.. medium gravel. `--------------------- CLAYEY SAND WITH GRAVEL (SC): olive brown (2.5Y 4/4);wet;medium dense;about 20%clay,60% sand,20%fine gravel. 2"SCH 40 PVC 0.010" 40 0.0 SS Slotted Screen 100 - ----------------------- - LEAN CLAY (CL): yellowish brown / moderate yellowish brown (10YR 5/4); moist; stiff; medium Monterey 2/12 Sand plasticity;about 90%clay, 10%fine sand. 45 0.0 SB-23 SS 100 ----------------------- - - - CLAYEY GRAVEL WITH SAND(GC): brown (10YR 4/3);wet; medium dense to dense; about 20%fines, 20%sand,60%fine to medium gravel. 50 0.0 SS Threaded End Cap 67 0 POORLY GRADED SAND WITH GRAVEL (SP): Slough o brown (10YR 4/3);wet; dense;about 5%fines,65% z coarse sand,30%fine gravel. W 55 0.0 SB-23 SS @56' ° 67 J a BORING TERMINATED AT 56.5 FEET. c� 01 N O Q J Q x LUO Z W Q O J