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WELL LOG <br /> Project JAMAR Well Number MW-3 <br /> u nation 4075 East Main Street, Stockton, California Diameter of Boring 8'h inches <br /> Project# 0399002.00 Total Depth of Boring 74 feet <br /> Geologist J. Alt, CEG Date started September 9, 1999 <br /> Drill Company Soils Exploration Services Date Completed September 9, 1999 <br /> Comments <br /> Depth % g <br /> In WELL CONSTRUCTION DETAIL M n o DESCRIPTION <br /> Feet• m m U (7 <br /> ASPHALT over FILL <br /> Reddish-brown SILT, dry, <br /> 2 abundant thin veins of caliche. <br /> t. <br /> S grout No odor <br /> 4 + <br /> 5 < 9 As above. <br /> I 17 <br /> 6 , f 22 No odor. <br /> BackGround OVA <br /> reading: 3.3 <br /> 8 2-inch •, OVA Reading: 2.1 from sample. <br /> 9 diameter <br /> solid wall �' % <br /> 10 Schedule, �� 9 <br /> 40Tan clayey SILT to silty CLAY, moist. <br /> 11 PVC ` �. 2 l0 Clay is moderately plastic. <br /> 12 pipe i 13 ` Lens of medium-grain sand 2" thick. <br /> 13 � � No odor. <br /> BG:1.2 <br /> 14 R: 1.1 from sample. <br /> 1s 6 / As above. <br /> i 3 8 <br /> 16 17 No odor. <br /> 17 '' ` BG: 0.9 <br /> i R: 0.0 from sample. <br /> 46 grout <br /> Gradational contact <br /> 19 _- _ _ _ — _. — — — — <br /> Light brown SILT, moist, gray mottling. <br /> 20 ' <br /> John P. Cummings &Associates <br />