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+ ���� LOG OF WELL MW4 <br /> IZWNblw <br /> PROJECT SAN JOAQUIN CATHOLIC CEMENTERY LOCATION CEMETERY LANE 3c HARDING WAY, STOCKTON CA pROJECT 140. 150041.01 <br /> COMMENTS: PAGE—2 OF <br /> WELL DEPTH PID SAMPLE ID U.S.C. DESCRIPTION <br /> DFAIL (FT.) (PPM) 8LO'NC"-NT LOG <br /> 25` CL/ML <br /> --42- <br /> - <br /> 2 — <br /> 41/44.5-46/49.5' POORLY GRADED SAND WITH CLAY; 907 FN, SA—SR, PRLY <br /> �+ 44 GROO SND; M DNS—DNS; 107. FNS; RD 8RN; NPO; DRY—MST; <br /> WEAK HCL REACTION; WEAK CEMENTATION: HOMO; F--OX; <br /> 8 • CaCO3 <br /> 20 .— <br /> 46 2.2 24 SP—SC <br /> / 46/49.5-60/64.5' CLAYEY SAND; >707 FN—M, SA—SP„ PRLY CRDD SND; M DNS; <br /> _ — <307 FNS; RD BRN; NPO; MST—WET; WEAK—STRNG HCL <br /> a8 / REACT;ON; WEAK CEMENTATION; HOMO; BLK CARBONIZED WOOD <br /> FIBERS <br /> 50 10 LW <br /> 2.2 1 4 L _ <br /> 52 <br /> kwo <br /> 5a <br /> V 5C <br /> 15 <br /> — 56 2.3 1A <br /> � I <br /> 58 60/64.5'-66/69.5' SILTY CLAY; <107. FN—CRS, SA—SR, W GROO SNO; >905, <br /> = 5i� FNS; H DRY STRNGTH: SLW DLTNCY. M—H TGHNSS; M PLST; <br /> 8V STIFF—HRO. RD 2RN; NPO; DRY; STRNG HCL REACTION; <br /> 60 121 v WEAK CEMENTATION; HOMO: 03CO3 <br /> MWA-59' <br /> 2.2 <br /> —62- <br /> -64- <br /> 7 <br /> 2fi47 <br /> !2I CL/ML <br /> 6S 2.4 !8 <br /> I 66/65.5-70.2' POORLY GRADED SAND WITH CLAY; 907. FN, SA-SR, PRLY <br /> \..r 68 CRDD SND; M ONS—DNS; 107. FNS; RD 8RN; NPO; DRY—MST; <br /> WEAK HCL REACTION; WEAK CEMENTATION-, HOMO; FeOX: <br /> _ 7 , C00O3 <br /> r ' 70 6 SP—SC <br /> 1 3 T' <br /> 2.3 <br /> 28' <br /> 70.2-75 <br /> r ' SILTY CLAY; <10% FN—CRS, SA—SR, W GROD SND; >90% <br /> FNS; H DRY STRNGTH; SLW DLTNCY, to—H TGHNSS; M PLST, <br /> �✓ 72 — V STIFF—HRO: RD SRN; NPO; DRY; STRNG HCL REACTION; <br /> — — WEAK CEMENTATION; HOMO; CaCO3 <br /> CL/ML <br /> = 74 <br /> — 4 <br /> 80 <br /> 1 _ 'tip 1•,. _ _ <br /> 82 <br /> JY� <br /> y <br />