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DRILLING LOC- Well ID MW-1 Boring ID S13-4 <br /> Client: Environmental Closures, Irk Location 443 Samore Street, Manteca, CA <br /> Project No: 84-361 Phase Task002 Surface Elev. NA ft, Page 1 of 1 <br /> Litholo Ic - I '� Well Well <br /> s Blow al � 9 E ! a m <br /> ��� CL ,��' i Construction i I Construction ; <br /> pj Count icni Description I— Graphics o --{ <br /> Details <br /> i 1 <br /> T.O.C. Elev. NA <br /> 0 I <br /> 0 Ground Surface; i ------------------------ <br /> I �Iti v L I <br /> E I I E 1 � �� �q L <br /> SiL7Y SLNDiSMI: brown; damp: <br /> I 80% fine sand, 20%silt; non-plastic; <br /> I moderate to high permeability <br /> ti f\ L <br /> 5 I r � �•� � ,- 5 <br /> I � ' L <br /> --------------------------- - <br /> L <br /> l - 10 <br /> r <br /> _ SAND(SP); brown, grey; damp; 95% 1.1 •. I - <br /> fine to medium sand. 5% silt: <br /> non-plastic; high permeability <br /> i5 <br /> NO _ E <br /> 20 20 <br /> 0.010" Schedule 40 <br /> - : PVC screen with well <br /> filter sock <br /> 25 <br /> - 25 . <br /> FLOWINQ SAND - 3 iNatural sand pack) <br /> 30 30 <br /> . <br /> - j ' I' I 35 Bottom of well <br /> 35 I it 1 <br /> I <br /> Driller Grego Drillinq Development Yield 22.5 Bentonite Seal 13.5" to 15.0" <br /> Logged B SR Well Casing 2" Dia. 0.0 to 16.0 1 Sand Pack MontereySand <br /> Y <br /> I Drilling Started 10/18/96 ! Casing Type Schedule 40 PVC Sand Pack Type #3 <br /> I 1 <br /> trilling Completed 10/1$196 Well Screen 2" Dia.16.0 to 34.0 Static Water Level 21.00 ft Depth <br /> j Construction Completed 10/18/96 ; Screen Type Schedule 40 PVC Date 10/18/96 <br /> I Development Completed 10/18/96 j Slot Sire 0.010" rVotes: North of pit f <br /> i <br /> Water Bearing Zones NA Drilling Mud NA <br /> i Grout Type Portland Type 1/11 <br /> WELL 84361 12/12/96 <br /> Cambria Environmental Technology, Inc. <br />