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Ar ASSMAHS kNC <br /> LOG OF WELL M W 3 <br /> 1260 Ogha Die,Modedo,Cogmmo,953.51 <br /> PROJECT CONTINENTAL RAIN LOCATION 1805 HARUQR STREET, T KT N CA PROJECT NO 6 O <br /> DATE DRILLED 081998 LOGGED BY TOM ILITTERMAN REVIEWED BY <br /> RILLING COMPANY V&W DRII I ING INC DRILLER I ARRY D1HRI F METHOD <br /> ORE HOLE DIAMETER 8 IN DEPTH DRILLED 28 FT DEPTH TO WATER INITIAL —14 FT STATIC <br /> ' CASING TYPE PVC DIAMETER 2 IN SCHEDULE 40 INTERVAL 0 FT TO ---- L <br /> SCREEN TYPE PVC _ DIAMETER 2 IN SLOT SIZE 0.020 IN INTERVAL 8 -�L TO 2g - EI <br /> FILTER PACK TYPE SBI SUPREME INTERVAL F FT TO 28 FT <br /> SURFACE SEAL TYPE NFT CEMENT OVER BENTONITE INTERVAL 0 ET TO <br /> COMMENTS FID BACKGROUND READINGS 25 - 28 ppm PAGE 1 OF--l— <br /> WELL <br /> FtiWELL DEPTH PIU SAMPLE ID LITHOLOGIC DESCRIPTION <br /> DETAIL FT PPM BLOWCOUNT LOG <br /> 2 <br /> 0-65/10 LEAN CLAY WITH SAND (CL) 20% FINE POORLY GRADED SAND 80% <br /> i'I1'1 4CL FINES HIGH DRY STRENGTH NONE-SLOW DILATANCY MEDIUM <br /> TOUGHNESS MEDIUM PLASTICITY MODERATE BROWN NO <br /> 7 PRODUCT ODOR NO ORGANICS DRY-MOIST WEAK CEMENTATION <br /> 6 259 HOMOGENOUS <br /> — 8 <br /> 10 6 <br /> _ 2510 SC <br /> 18 65/10-11 5/15 CLAYEY SAND (SC) 60% FINE POCRLY GRADED SAND 40 FINES <br /> _ 12 LOW-HIGH DRY STRENGTH NONE-RAPID DILATANCY LOW-HIGH <br /> TOUGHNESS LOW-MEDIUM PLASTICITY MODERATE BROWN NO <br /> ' PRODUCT ODOR NO ORGANICS DRY-MOIST WEAK CEMENTATION <br /> 14 HOMOGENOUS <br /> � r <br /> 25 S SP 11 5/15-165/20 POORLY GRADED AN (SP) >957 FINE-MEDIUM POORLY GRADED <br /> _ 15 SAND <57 FINES MODERATE BROWN ` <br /> ' 165/200-21 WELL GRADED SAND WITH GRAVEL (SW) >75% FINE-COARSE <br /> cc-MW3-z0 5 POORLY GRADED SAND GRAVEL <57 FINES GRAYISH <br /> 20 200 12 SW BLACK MODERATE PRODUCT ODOR NO ORGANICS WET WEAK <br /> ' 30 — — CEMENTATION HOMOGENOUS <br /> 22 GP 21-21 5/250 POORLY GRADED GRAVEL WITH SAND (GP) >207 FINE-COARSE <br /> SAND 757 FSNE GRAVEL <5% FINES GRAYISH BLACK MODERATE <br /> \ PRODUCT ODOR NO ORGANICS WET WEAK CEMENTATION <br /> 24 HOMOGENOUS <br /> r80 32 215/75 0--26/28 WELL GRADED SAND WITH GRAVEL (SW) >75% FINE-COARSE <br /> 26 50 SW WELL GRADED SAND 20Z FINE GRAVEL <5% FINES GRAYISH <br /> — BLACK MODERATE PRODUCT ODOR NO ORGANICS WET WEAK <br /> \ CEMENTATION HOMOGENOUS <br /> CG-Mw3-285 <br /> 28 40 28 SP <br /> 26/28-29 POORLY GRADED SAND (SP) >957. FINE-MEDIUM POORLY GRADED <br /> SAND <57 FINES GRAYISH BLACK SLIGHT-MODERATE PRODUCT <br /> ODOR NO ORGANICS WET WEAK CEMENTATION HOMOGENOUS <br /> ' 30 <br /> —32- <br /> 34- <br /> 36- <br /> -40 <br /> 2343640 <br /> 42 <br />