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DATE DRILLED 05/20/95 LOGGED BY TOW LUTTERMAN REVIEWED BY JEANNE NOWSEY CE NO. •7410 <br /> DRILLING COMPANY SPECTRUM EXPLORATION DRILLER DOUG SHEARER METHOD HOLLOW STEW AUGER <br /> BORE HOLE DIAMETER "r IN DEPTH DRILLED 36 FT DEPTH TO WATER : INITIAL 21 FT STATIC 21 FT <br /> CASING TYPE PVC DIAMETER A IN SCHEDULE 60 INTERVAL 0 FT TO 16 FT <br /> SCREEN TYPE PYO DIAMETER A IN SLOT 512E 0.010 IN INTERVAL 16 FT TO 36 FT <br /> FILTER PACK TYPE RML LONESTAR 92/12 SIUCA SAND INTERVAL <br /> 14 FT TO 36 FT <br /> SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE INTERVAL 0 FT TO 14 FT <br /> COMMENTS: MNE IDNI2ATION DETECTION NEPER (FID) BACKGROUND READINGS - 0-4 P,m - PAGE 1 OF-!— <br /> WELL <br /> F1WELL DEPTH FID <br /> SAMPLEI DESCRIPTION <br /> T. LDETAIL BLOWCOG <br /> 0'-0.3' ASPHALT <br /> 0.3'—J& SILTY SAND (SM); 70-. F—M, POORLY GRADED SND; <br /> 2 SM 4.5' 30% FINES; MOD YLLW BRN; DRY; WEAK CEMENTATION; <br /> HOMOGENEOUS <br /> i <br /> a j '— POORLY GRADED SAND AND SILT (SP—SM); 907., F—M, MED <br /> 9 SP—SM 4.5' 9.5' DENSE; 10% FINES; MOD YLLW BRN; DRY; WEAK CEMENTATION; <br /> 3 t3 HOMOGENEOUS <br /> 6 5 <br /> 8 g 0'—tt.D POORLY GRADED SAND (SP); >90%, F—M, SA—SR; <br /> 9.5' 14.5' <10% FNS: PALE YLLW BRN; DRY—MOIST: WEAK <br /> CEMENTATION; HOMOGENEOUS <br /> 10 3 5 SP <br /> S <br /> 12- <br /> 14 <br /> 4 <br /> 3 0 <br /> 16 I` 11.0'-20.5 SILT WITH SAND (ML): >15%. FINE POORLY GRADED <br /> ML 14.5' SAND: <10% FINES; PALE YLLW BRN; MOIST; WEAK <br /> _ CEMENTATION; HOMOGENEOUS <br /> = 18 <br /> 20 5 <br /> — 3 5 <br /> — 7 <br /> 5w 20.5'-25.0' WELL GRADED SAND (SW); >95%, F-M-C. SA-SR; <br /> PALE YLLW BRN; <5% FINES; WET; WEAK CEMENTATION; <br /> 24 HOMOGENEOUS <br /> — 7 <br /> 3 7 W 25.0'-25.5' ELASTIC SILT W/ SAND (MH); 15%, F, SA-SR; POORLY <br /> 26 12 GRADED SAND; 85% FINES; DRK YLLW BRN; MOIST; <br /> CL WEAK CEMENTATION; HOMOGENEOUS <br /> 25.5'-26.0• LEAN CLAY (CL); 10%, F, POORLY GRADED SAND; 90% <br /> = 28 29.5' FINES: M-H PLASTICITY: DRK YLLW BRN: MOIST; <br /> WEAK CEMENTATION; HOMOGENEOUS <br /> 26.0'-30.5' SILTY SAND (SM); 85%, F-M, SA-SR, WELL GRADED SAND; <br /> 4 Sm 29.5' 15% FINES; ORK YLLW BRN; WET; WEAK CEMENTATION; <br /> 30 3 5 HOMOGENEOUS <br /> — ML <br /> 32 <br /> — 30.5'-31.0• SILT W/ SAND (SM); 15%, F, POORLY GRADED SAND; <br /> 34.5' 85% FINES; DRK YLLW BRN; WEAK CEMENTATION; <br /> 34 HOMOGENEOUS <br /> — 17 <br /> 3 17 y.W, 31.0'-36,0' WELL GRADED SAND (SW); >90%. F—M—C, SA—SR; <10%; <br /> 36 43 34.5' FINES; PALE YLLW BRN; WET; WEAK CEMENTATION; <br /> HOMOGENEOUS <br /> 38 <br /> RF <br /> LOG OF BORING MW-1 <br /> PROJECT NO. 95- 136 <br /> I1NRgafP1Y rtO.rolAta coeoe,nou <br />