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IA <br /> ®®N® LOG OF WELL MW5 <br /> PROJECT SAN JOA UIN CATHOLIC CEMENTERY LOCATION CEMETERY LANE & HARDING WAY STOCKTON CA PROJECT NO 150041.01 <br /> COMMENTS <br /> PAGE_OF? <br /> WELL DEPTH FID SAMPLE ID U S C <br /> DETAIL (FT) (PPM) BLOWCOUNT , LOG DESCRIPTION <br /> 2 2 10 <br /> 15 <br /> ' 42 CL <br /> 44 <br /> 6 448-46/49 5 POORLY GRADED SAND WITH CLAY 90% FN SA—SR PRLY GRDD <br /> 9 SP—SC SND, M DNS 10% FNS, M YLLW BRN NPO, DRY—MST, <br /> 46 22 t0 WEAK—STRNG HCL REACTION, WEAK CEMENTATION, HOMO <br /> r <br /> ' 48 <br /> 46/49 5-51/54 5 SANDY LEAN CLAY 30% FN—M SA—SR PRLY GRDD SND 707. <br /> FNS H DRY STRNGTH N—SLW DLTNCY M TGHNSS M <br /> PLST, STIFF—HRD, NPO DRY—MST, WEAK—STRNG HCL <br /> 50 7 I REACTION WEAK CEMENTATION HOMO <br /> t1 � GL <br /> 22 <br /> 52 51/54 5-58 5' CLAYEY SAND, >80% FN SA—SR PRLY GRDD SND M DNS <br /> ' I <20% FNS NPO, MST WEAK CEMENTATION HOMO <br /> 54 —I <br /> 8 <br /> ' — 2 3 11 <br /> 56 14 I <br /> Sc <br /> I <br /> — 58 <br /> M W 5—1509 58 5-60/64 5 POORLY GRADED SAND >95% FN—M SA—SR PRLY GRDD SNp <br /> 22 18 DNS <5% FNS LT BRN BLK NPO ORGANICS MST—WET WEAK <br /> 60 20/CL/CH Sp HCL REACTION, WEAK CEMENTATION, HOMO <br /> ' 62 60/64 5-64 8 SANDY LEAN CLAY 30% FN—M, SA—SR PRLY GRDD SND 707 <br /> FNS, M—H DRY STRNGTH, N—SLW DLTNCY M TGHNSS, M—H <br /> PLST STIFF NPO ORGANICS MST WEAK—STRNG HCL <br /> 64 <br /> ' REACTION WEAK CEMENTATION N0MO <br /> 14648-66/69 5 LEAN TO FAT CLAY <5% FN, SA—SR PRLY GROD SND, >957. <br /> FNS H DRY STRNGTH N DLTNCY M—H TGHNSS M—H PLST <br /> 66 2 4 21 STIFF, BLK BRN, NPO ORGANICS MST WEAK—STRNG HCL <br /> ' REACTION, WEAK CEMENTATION HOMO <br /> 68 <br /> ' 9 66/695-75 <br /> 70 SILT <5% FN, SA—SR, PRLY GRDD SND >95% FNS, M DRY <br /> 18 STRNGTH SLW DLTNCY M TGHNSS M PLST, HRD M YLLW <br /> 2 3 26 BRN NPO MST, WEAK—STRNG HCL REACTION WEAK <br /> CEMENT—ATION HOMO <br /> ' = 72 ML <br /> =U-74 1 �,�"c�� <br /> z <br /> a� _3 Ste`'11 1 <br /> ' 78 41'� N0 <br /> 80- F Or CA' <br /> 82 <br />