WORK PLANS - Laserfiche WebLink

Home Browse Search

.- DATE DRILLED 08/14/95 LOGGED BY WILLIAM MADISON REVIEWED BY JEANNE HOMSEY CE N0. 47410 DRILLING COMPANY SPECTRUM EXPLORATION DRILLER VAN LEONARD METHOD HOLLOW STEM AUGER BORE HOLE DIAMETER 10 IN DEPTH DRILLED 43 FT DEPTH TO WATER : INITIAL 30 FT STATIC FT CASING TYPE PVC DIAMETER 4 IN SCHEDULE 40 INTERVAL 4 INCH TO 20 FT SCREEN TYPE PVC DIAMETER 4 IN SLOT SIZE 0010 IN INTERVAL 20 FT TO 40 FT FILTER PACK TYPE 02/12 SAND INTERVAL 18 FT TO 40 FT SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE INTERVAL 1 FT TO 18 FT COMMENTS: PAGE OF? WELL DEPTH P.I.D. SAMPLE 10 U.S.C. DESCRIPTION DETAIL FT, m BLOWCOUNT LOG ASPHALT 2 SILTY SAND (SM); 60% FINE, POORLY GRADED SAND; DARK BROWN; DRY—MOIST; LOOSE; NO ODOR 4 SM 5 6 4.2 5 5 B SILTY SAND/SANDY SILT (SM/ML); 40-60% FINE, POORLY GRADED SAND; 40-60% FINES; DARK BROWN; DRY—MOIST; DENSE/HARD; NO ODOR 10 12 SM—ML 3.1 16 12 18 CLAYEY SILT (ML); 100% FINES; MED. GRAYISH BROWN; MOIST; VERY 14 STIFF; LOW PLASTICITY; NO ODOR ML 3.6 12 SAND (SP/SW 95-100% FINE—MED., POORLY GRADED SAND; SX FINES; 18 SP/Sw )� MED. GRAYISH BROWN, DRY—MOIST; MED. DENSE; NO ODOR Y0 7 3.1 12 15 SANDY SILT (ML); 85% FINES; 15% FINE SAND; MED. GRAYISH BROWN; 22 ML DRY—MOIST; STIFF; NO ODOR; RUST MOTTLING SILTY SAND (SM); 60% FINE SAND; 40% FINES; DARK GRAYISH BROWN; _ 24 6 VERY MOIST—WET; MED, DENSE; NO ODOR 12 5M 12 26 10 2.6 10 12 28 SAND (SW); 100% FINE—COARSE WELL GRADED SAND; LIGHT GRAYISH BROWN; MOIST; MED. DENSE; NO ODOR 30 7 - WET; NO ODOR AT 30 FT. 3.1 2 SW _ 14 32 34 WET; NO ODOR AT 35 FT. 36 5 14 SILTY SAND (SM); 60% FINE—MED. SAND; 40% FINES; DARK GRAYISH 38 xsBROWN; NO ODOR w SAND (SW); 100% FINE—COARSE WELL—GRADED SAND; LIGHT GRAYISH BROWN; WET; MED. DENSE; NO ODOR S��N LOG OF BORING MW-5 PROJECT NO. 94-373 orA.a.onn 1ca«aacFs mACM1p