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SOIL BORING LOG AND MONITORING WELL COMPLETION DETAILS=Monitoring Well MW-19 Project Name Frank's One Stop Project Location 2072 W Yosemite Ave, Manteca, CA Page 1 of 1 Duller Gregg Drilling, Martinez, CA Type of Rig Hollow-Stem Auger I Size of Drill 8 0" Diameter Logged By Robert E Kitay, R G Date Drilled September 15, 2000 Checked By Robert E Kitay, R G WATERD WELL DATATotal Depth of Well Completed 19 0' Depth of Water First Encountered 13 5' Well Screen Type and Diameter 2" Diameter PVC Casing Static Depth of Water in Well 12 0' Well Screen Slot Size 0 020" Total Depth of Boring 19 0' Type and Size of Soil Sampler 2 0" 1 D Split-Barrel Sampler OIUROCK SAMPLE DATA DESCRIPTION OF LITHOLOGY BORING n a a a - standard classification, texture, relative moisture, CL 3 CL DETAIL �' o density, stiffness, odor-sta+ntn USCS designation l p © m O 0 0 0 Street 3ox 0 Gravelly SAND (SW), yellow brown, medium dense, dry, • ' ' • Loc ng Vell ap $5% fine to medium sand, 25% rounded to well rounded gravel to 1" diameter, 10% silt, non-plastic, •r•r• r r•r > <Yi <Cit high estimated K, no odor �l •'•'• '• •' d rx xY�yx y .','. '. . m Y�Y�YxY�Y 5 Silty SAND (SM), brown, medium dense, dry, 85% fine r r . r . s �xa�a�axe • • * • • U 0 rr�r��r�"y sand, 15% silt, non-plastic, medium estimated K, no odo • • r r r U UYx co C m 0 U o o SAND (SP), brown, medium dense, dry, 95% medium to �r = a course sand, 5% silt, non-plastic, high estimated K, no —10 = v 10 odor co ai U s s o wet at 13 5' 15 = 15 m � v c� _ L = C Clayey SILT (MH), brown, medium stiff, moist, BO% silt, 20% clay, moderate j?lasticity, low estimated K no odor 20 cn 20 CD End End of Boring at 19' � a O a. 25 0 25 N N O O 30 30 CV