Laserfiche WebLink
I /'■ C,,SOCIATES INC. <br /> 1117 In Pallll Ar„Supe 8,Modesto,Cufifaruo,9551 <br /> LOG OF WELL MW10C <br /> PROJECT JAMAR SERVICE_ CFNTFR LOCATION !J075 A�T MAIN STREET. ST-OCKTON, CA PROJECT NO. 94-7 5,92.10009 <br /> DATE DRILLED 04/16/04 LOGGED BY_NATHAN CRISTMAN REVIEWED BY JEANNE HOMSEY P E_- <br /> DRILLING COMPANY GREGG DRILLING & TESTING DRILLER FRANK RAMIREZ METHOD LIMITED ACCESS HOLLOW STEM,_� <br /> r BORE HOLE DIAMETER 8 IN DEPTH DRILLED 110 FT DEPTH TO WATER ; INITIAL _ 75 FT STATIC FT <br /> I CASING TYPE PVC DIAMETER 2 = IN SCHEDULE 40 INTERVAL 0 ET TO ___ 105 El <br /> SCREEN TYPE PVC DIAMETER 2 IN SLOT SIZE 0.020 IN INTERVAL --105L-- FT TO 110 FT <br /> FILTER PACK TYPE #3 SAND INTERVAL 103 FT TO 110 ET <br /> SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE INTERVAL - 0 - FT TO - 103 FT <br /> I � COMMENTS: PAGE I OF__L_ <br /> WELL DEPTH PID SAf�I ID LITHOLOGIC DESCRIPTION <br /> DETAIL FT. PPM BLOWCOUNT LOG <br /> 4" CONCRETE <br /> 2 <br /> 4 <br /> OL 0/6.5-6.5/10 SANDY ORGANIC CLAY (OL); 20% SAND; MEDIUM TO FINE <br /> 6 GRAINED; 10% GRAVEL; COARSE GRAINED; ROUNDED <br /> [ 255 GRAINS; 70% FINES; LOW--MEDIUM DRY STRENGTH; LOW <br /> TOUGHNESS; LOW PLASTICITY; BROWN COLOR; SLIGHT <br /> 8 ODOR; ORGANICS; DRY; WEAK CEMENTATION <br /> L � to <br /> 232 ML 6.5/10-11.5/15 INORGANIC SILT (ML): 10% SAND; FINE GRAINED; 90% <br /> f FINES; NO-LOW DRY STRENGTH; LOW TOUGHNESS; <br /> I 12 NON-LOW PLASTICITY; BROWN COLOR; <br /> L 14 <br /> 11.5/15-16.5/20 SANDY ORGANIC CLAY (OL): 20% SAND; FINE GRAINED; <br /> 16 30 OL 80% FINES; NO-LOW DRY STRENGTH; LOW TOUGHNESS; <br /> NON-LOW PLASTICITY; VERY SOFT TO SOFT CONSISTENCY; <br /> BROWN COLOR; NO CHEMICAL ODOR NOTED; ORGANICS; <br /> ' 18 \ DRY; WEAK CEMENTATION <br /> 2a <br /> 12 CL 16.5/20-21.5/25 INORGANIC CLAY (CL): 10% SAND; FINE GRAINED; 90% <br /> L FINES; MEDIUM DRY STRENGTH; MEDIUM-HIGH <br /> 22 TOUGHNESS; LOW PLASTICITY; SOFT CONSISTENCY; BROWN <br /> ' \ COLOR; NO CHEMICAL ODOR NOTED; NO ORGANICS; <br /> DRY-MOIST; WEAK CEMENTATION <br /> r <br /> _24- \ <br /> ' I SANDY ORGANIC CLAY (OL): 20% SAND; FINE GRAINED; <br /> 26 4p <br /> L OL 21.5/25-26.5/30 80% FINES; LOW-MEDIUM DRY STRENGTH; LOW-MEDIUM <br /> TOUGHNESS; NON-LOW PLASTICITY; SOFT CONSISTENCY; <br /> BROWN COLOR; NO CHEMICAL ODOR NOTED; ORGANICS; <br /> 28 DRY--MOIST; WEAK CEMENTATION <br /> 30 LOW DRY STRENGTH; NO-LOW TOUGHNESS; LOW <br /> 26,5/30-31.5/35 SANDY SILT (ML): 40% SAND; FINE GRAINED; 60% FINES; <br /> 26 <br /> ML -_: PLASTICITY; SOFT-.CONSISTENCY; BROWN-.COLOR;.- NO. <br /> Y 32 CHEMICAL ODOR NOTED; NO ORGANICS; DRY; WEAK <br /> CEMENTATION <br /> 34- <br /> 31.5/35-36.5/40 ORGANIC SANDY SILT (OL): 30% SAND; FINE GRAINED; 70 <br /> {� 36 767 OL % FINES; LOW DRY STRENGTH; LOW TOUGHNESS; LOW <br /> i. -: PLASTICITY; MEDIUM STIFF; BROWN COLOR; NO CHEMICAL <br /> L38 ODOR NOTED; DRY; WEAK CEMENTATION <br /> ' 40 <br />