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• <br />Settler -Ryan, Inc. <br />Log of Boring Mw -4 <br />PROJECT Former Chevron SS #9-5775 <br />LOCATION 301 West Kettleman Lane, Lodi, CA <br />GR PROJECT NO 346408 04 <br />SURFACE ELEVATION 42 87ft MSL <br />DATE STARTED 01/27/99 <br />WL (ft bgs) 530 DATE 01/27/99 TIME 1400 <br />DATE FINISHED 01/27/99 <br />WL (ft bgs) 530 DATE 01/27/99 TIME 1415 <br />DRILLING METHOD 8 in Hollow Stem Auger <br />TOTAL DEPTH 65 Feet <br />DRILLING <br />COMPANY V&W Drilkng, Inc <br />GEOLOGIST Barbara Sieminskl <br />* <br />W <br />m <br />© <br />(n <br />WELL DIAGRAM <br />Q <br />=> <br />zU <br />W <br />z_ <br />W <br />_j <br />(n <br />< <br />GEOLOGIC DESCRIPTION <br />2 <br />Q <br />UI <br />p <br />_j <br />_ <br />T <br />a <br />U <br />J <br />CL -� <br />ar <br />o <br />m <br />Cn <br />C3 <br />d <br />in <br />(n(D <br />�. . <br />PEA GRAVEL - fill <br />SP <br />SAND (SP) - dark brown (10YR 3/8) damp, 100% <br />fine sand fill <br />�J <br />ML <br />SILT WITH SAND (ML) - light olive brown (2 5Y 5/4), <br />damp, low plasticity, hard, 70% silt, t5% fine sand, 15% <br />clay <br />la <br />a v <br />rb <br />0 <br />70 <br />MW4-11 <br />A <br />v <br />U <br />N 4 <br />� <br />5P -SM <br />SAND WITH SILT (SP -SM) - yellowish brown (lOYR <br />5/8), damp, medium dense 90% fine sand, 10% silt <br />15 <br />0 <br />20 <br />MW4-16 <br />CL <br />SANDY CLAY (CL) - brown (10YR 5/3), moist, low <br />plasticity, 50% clay, 30% fine sand, 20% silt <br />20- <br />0 <br />>100 <br />MW4-20 5 <br />SM <br />JOB NUMBER 346408 04 <br />Page I of 3 <br />