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- 03%t15i943 08:11 '$`514 8 8252 CHEVRON PRODUC{TS(�, � f�]005/006 <br /> LOCATION MAP --%Z N— PIACIFIC ENVIRONMENTAL CROUP, INC. WSLLN6. MW-3 <br /> ---- , PAGE 1 OF 2 <br /> [, PROJECT NO. 320-153.11A CLIENT: CHEVRON <br /> o •MW-3LOGCFD BY: D.A. DATE DRILLED: 7-26-95 <br /> e � DRILLER: MITCHELL LOCATION:' 236 N. Ham Lane, Lodi <br /> o DRILLING METHOD: HSA HOLE DIAMETER: 8" <br /> SAMPLING METHOfO: CALMOD HOLE DEPTH: 60.5' <br /> �o CASING TYPE: SCH 40 PVC WELL DIAMETER: 2" <br /> SLOT SIZE: 0.020" WELL DEPTH: 60' <br /> North Ham Lane GRAVEL PACK-. 43 SAND CASING STICKUP: NA <br /> WELLW¢ �� s L[THOLr7GY! REMARKS <br /> COMPLETION ; r a <br /> 00 0 .6 <br /> ASPHALT- PILL <br /> 2 <br /> 4 <br /> SM SILTY SAND: dark brown; trap" clay; 25-30%silt; <br /> Dp 0 10 75-8011/6 fine sand; loose- <br /> 6 <br /> 8 <br /> Dp 0 15 1010': as above: 5-10%clay; 30-95%silt; 65-70%fine <br /> sand; loose_ <br /> 12 <br /> 14 u <br /> Qp 0 27 015': as above; 5-10%clay; 25-35%silt; 65-70%fine <br /> 16- sand; medium dense. <br /> it <br /> 18 <br /> SP SAND: light yellowish brown; trace silt and clay; 65-70% <br /> lap 0 42 :120 fine sand; 20-25% medium sand; 5-10%coarse sand <br /> and fine gravel; madium dense. <br /> I 22 <br /> 24 <br /> Dp 0 33 26 as above; 70-75%fine sand; 15-20% meidum <br /> sand; 5.10% coarse sand; medium dense. <br /> 28 <br /> Dp 0 42 30 030': as above; medium dense. . <br /> � 32 <br /> 34 @35': as above; trace fines; 65-70% fine sand; <br /> Mst 0 41 20-25% medium to coarse sand; 10.15%fine <br /> 36 ' <br /> subrounded gravel; medium:dense. <br /> ML CLAYEY SILT: light brown; to 4r`plasticity; iron oxide <br /> _ 3$ staining along trace rootholes: 10-15%clay; 85-90% <br /> E W Mst 0 48 40 silt;very stiff. <br /> UJ <br />{ m 42- <br /> r <br /> 44-- <br /> ------ <br /> 4 u <br />