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' DATE DRILLED 7-14-94 LOGGED BY TOM LUTTERMAN REVIEWED BY GREG P STAHL RG NO 5023 DRILLING COMPANY SPECTRUM EXPLORATION DRILLER JOHN SUMP METHOD HOLLOW STEM AUGER BORE HOLE DIAMETER 8 INCHES DEPTH DRILLED 29 FEET DEPTH TO WATER INITIAL 13 FEET STATIC —12 54 FEET CASING TYPE PVC DIAMETER 2 INCHES SCHEDULE 40 INTERVAL 0 FEET TO 9 FEET SCREEN TYPE 8 FEET DIAMETER 2 INCHES SLOT SIZE 0 010—INCH INTERVAL 9 FEET TO 29 FEET FILTER PACK TYPE RMC LONESTAR x!2/12 SAND INTERVAL 7 FEET TO 29 FEET SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE INTERVAL 0 FEET TO 7 FEET COMMENTS NO SLOWCOUNTS COLLECTED DUE TO LIMITED ACCESS DRILL RIC CAPABILITY En i PID SoNo le 3: USCS 0 Depth Code Description Const CONCRETE (0 6 FEET) 2 CH FAT CLAY <5% FN SND PRLY GRDD, >95% FNS H—VH DRY STRNGTH v v N DLTNCY M—H TGHNSS M—H PLST DARK YLLW BRN—GRY, NPO N ORGANICS DRY—MST N HCL REACTION WEAK CEMENTATION HOMO v v 4 KOK- v v 0 M55— 6 ELASTIC SILT, <5% FN—M SND PRLY GRDD >95% FNS L—M DRY STRNGTH 8 N—S DLTNCY L TGHNSS L PLST, DUSKY BRN MODERATE P0, N ORGANICS MST N HCL REACTION WEAK CEMENTATION, HOMO KOK- 10 MH 30 MW-6- 105 12 0 LEAN CLAY WITH SAND, -15% FN-M SND, PRLY GRDD -85% FNS M DRY STRNGTH N DLTNCY L TGHNSS M PLST DARK YLLW BRN MODERATE PO 14 N ORGANICAS MST, N HCL REACTION WEAK CEMENTATION HOMO CL 37 16 LEAN CLAY, —10% FN SND, PRLY GRDD, —90% FNS, M DRY STRNGTH, 18 N-S DLTNCY L TGHNSS M PLST M YLLW BRN, NPO, N ORGANICS MST /I N HCL REACTION WEAK CEMENTATION HOMO 20 CL 0 22 FAT CLAY <5% FN SND, PRLY GRDD >95% FNS H—VH DRY STRNGTH, N DLTNCY, M—H TGHNSS, M—H PLST, PALE YLLW BRN, NPO, N ORGANICS, 24 MST, N HCL REACTION WEAK CEMENTATION HOMO 0 26 CH 0 28 30 TOTAL DEPTH = 29 FEET 32 34 4� 1 36 ST-HL i- No. 5023 J 38 - 40 l�rF 0,- C ... ,,�,WvAM LOG OF BORING MW-6 ��'—/V!7 KOK REALTY Working to Roston Mature 2403 WEST NAVY DRIVE PROJECT: 150041.01 STOCKTON, CALIFORNIA