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03%05/flp 08: 10 'C510-A42 ,8252 CHEVRON PRODUCT X003/008 <br /> LOCATION MAP �,�..-N ' PACIFIC ENVIRONMENTAL GROUP,.INC. WELL NO. Mw-2 <br /> PAGE 1 OF 2 <br /> i <br /> � �MW'2 PROJECT NO. 320.153.1A CLIENT: CHEVRON <br /> LOGGED BY: D.A. DATE DRILLED: 7-25-95 ' <br /> DRILLER: MITCHELL LOCATION:1'236 N. Ham Laine, Lodi <br /> DRILLING METHOD: HSA HOLE DIAMETER: 8" <br /> SAMPLING METHOD: CALMOD HOLE DEPTH: 60.5' <br /> CASING-TYPE: SCH 40 PVC WELL DIAMETER: 2" <br /> _-- SLOT SIZE: 0.020" WELL DEPTH: 60' <br /> North Ham Lane GRAVEL PACK: #3 SAND CASING STICKUP: NA <br /> Uj o w <br /> r U <br /> WELL d x LITHOLQGY/ REMARKS <br /> GaMPLETiON w � a <br /> 1 � U a. a E ci o �, ¢ � c7 II <br />' ASPHALT- FILL <br /> ryry i <br /> 2 <br /> I . <br /> 4 ML SILTY SAND: dark brown; low plasticity; 5-10% <br /> Gp 0 7 clay:70-75%silt; 15-20%fine sand; firm. <br /> � 8 <br /> DP 0 13 x''10 010". low plasticity; 25-301!a fine sand: 5-10%medium <br /> h12 to coarse sand;stiff. <br /> :14 SP SAND: dark brown; iron oxide staining; 5.10%fines; <br /> r Mst 0 21 75-80% fine sand; 5-10% medium to coarse sand;: <br /> 1 Q 1 g = medium dense. <br />{ :13 <br /> D 0 23 20 X20': light yellowish brown;trare fines; 80-85%fine <br /> to medium sand; 5-10% coarse sand to fine gravel: <br /> i2 medium dense. , <br /> I i!124 i <br /> Mst 0 33 ML CLAYEY SILT; dark brown; low plasticity; 25-30%clay; � <br /> i'25 75-80% silt; iron oxide staining'�along trace fine sand <br /> l lenses; very stiff_ <br /> I 28 SM SILTY SAND: dark brown; 35-401/.,sift; 60-6511/6 fine <br /> Mst 0 44 30 sand; medium dense. <br /> i <br /> 32 - <br /> 34 SW SAND; light brown; iron oxide alteration; dense. <br /> DO 0 51 <br /> i6 36 <br /> W <br /> ,Z X38 ML SANDY SILT: light olive brown; low plasticity; iron oxide <br /> a Mist 0 54 140 staining alterations; 85-90% silt; 10-15%very fine <br /> sand;very stiff. <br /> 42 <br /> Sat 0 I�44 045'' as above- very stiff. <br /> 11E II <br /> � i' I <br />