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ss� M <br /> " LOG OF WELL W3 <br /> 2ssT'wir=m <br /> PROJECT 4EmORix a: SONS TRUCKING. INC_ LOCATION 3730 MUNIFORD AVENUE STOCKTON CA PROJECT NO 1300011 O1 <br /> DATE DRILLED 05/Q4/93__ LOGGED BY TOM LUTTERMAN REVIEWED BY GREG P STAHL RG Na. 5023 <br /> DRILLING COMPANY SPECTRUM EXPLORATION DRILLER RAY LIVINGSTON METHOD MCII03N crcu At?rFR <br /> BORE HOLE DIAMETER 10 IH DEPTH DRILLED _ 91 FT_ DEPTH TO WATER INITIAL aO,o FT STATIC75 0_ZL <br /> CASING TYPE PVC FASO DIAMETER 4_IN SCHEDULE 40 INTERVAL 0.3El TO -90 z� <br /> 4 IN SLOT SIZE _ 0 010 W INTERVAL 702_- FT TO <br /> SCREEN TYPE PVC F480 DIAMETER 8.0 EL TO 91 0 <br /> FT <br /> FILTER PACK TYPE LONESTAR 12/12 SAND INTERVAL 60 0 FL TOg 0 �L <br /> SURFACE SEAL TYPE M v NFIINTERVAL . <br /> COMMENTS PID IIAI;KGROUNDIN - 2.0 PARTSMILLION PAGE I OFA_ <br /> WELL DEPTH PIA SAMPLE ID U 5 C DESCRIPTION <br /> DETAIL FT PPM BLOWCOUNT LOG <br /> 0-0 4' COMPACTED GRAVEL <br /> 2 <br /> 0 4-6/9.5' LEAN CLAY <107 FN—M, SA—SR, PRLY GROD SND, >90% FNS <br /> CL M—H DRY STRNGTH. N OLTNCY, L—M TGHNSS, L—M PLST HRD, <br /> GRN 9RN—YLLW BRN N GAS ODOR, DRY—MST, N HCL <br /> REACTION. WEAK CEMENTATION, HOMO <br /> 5 <br /> 1.3 35 <br /> 6 40 <br /> 8 6/9.5-11/14 S' SILT. <5R FN, PRLY GRDD SND- >95% FNS. N DRY <br /> STRNGTH, SLW DLTNCY; L TGHNSS, N PLST. V STIFF; <br /> ORK YLLW ORNG N GAS ODOR DRY. WEAK HCL <br /> HST-MW351ML REACTION, WEAK CEMENTATION, HOMO; CaCO3 <br /> 10 i0 <br /> 12 11/14 5-15 5' POORLY GRADED SAND WITH CLAY, >85% FN—M, SA—SR, PRLT <br /> CRDD SND. M DNS <15% FNS, L DRY STRNGTH. SLW—R <br /> DLTNCY, L IGHNSS, N--L PLST M YLLW BRN N GAS <br /> ODOR. DRY. N HCL REACTION; WEAK CEMENTATION. <br /> 1A HOMO <br /> Hsr-MW3-1 <br /> 1� 6 5P-SC <br /> 10 <br /> is— 12 15.3-21/24.5' LEAN CLAY, <15% FN-M, PRLY GRDO SND; >85% FNS; M-H <br /> DRY STRNG?H. N DLTNCY; M TGHNSS. STIFF. M YLLW BRN, <br /> N GAS ODOR, DRY—MST, WEAK—STRNG NCL REACTION; M <br /> CEMENTATION. MOTTLED; MCA, CcCO3 <br /> 18 <br /> CL <br /> 20 13 5 <br /> 16 <br /> 24 <br /> 22 21/24 5-31/34 5' ELASTIC SILT. <10% FN. PRLY GROG SND. >90% FNS. M DRY <br /> STRNGTH N—SLW DLTNCY. L—M TGHNSS L—M PLST; STIFF. M <br /> BRN/M YLLW BRN, N GAS ODOR, DRY—MST. WEAK HCL <br /> REACTION, WEAK CEMENTATION, HOMO. MCA. CaCO3 <br /> 24 <br /> i_5 $ <br /> is <br /> 26 17 <br /> 28 MH <br /> 30 1.5 5 <br /> e <br /> 13 <br /> - <br /> 32— <br /> 31/34 5-41/44 5' ELASTIC SILT WITH SAND, 20% FN—CRS, W GROO SNO, 807. <br /> FNS, L DRY STRNGTH. N—SLW DLTNCY, L TGHNSS, L PLST, <br /> HRO, M YLLW BRN. N GAS ODOR, DRY—MST. N HCL REACTION <br /> 34 WEAK CEMENTATION, HOMO <br /> — 105 <br /> 17 <br /> 3s 19 <br /> IMN <br /> 38 <br /> 15 g <br /> 40 <br />