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DATE DRILLED 06/20/95 LOGGED BY TOM LUTTERMAN REVIEWED BY JEANNE HOMSEY CE NO. 47410 <br /> DRILLING COMPANY SPECTRUM EKPLORATION DRILLER DOUG SHEARER METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER 10' IN DEPTH DRILLED 36 FT DEPTH TO WATER : INITIAL 30 FT STATIC 21 FT <br /> CASING TYPE PVC DIAMETER 4 IN SCHEDULE 40 INTERVAL 0 FT TO I6 FT <br /> SCREEN TYPE PVC DIAMETER 4 IN SLOT SIZE 0.010 IN INTERVAL 16 FT TO 36 FT <br /> FILTER PACK TYPE RML LONESTAR 12/12 SILICA SAND INTERVAL 14 FT TO 36 FT <br /> SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE INTERVAL 0 FT TO 14 FT <br /> COMMENTS: MME IONIZATION DETECTION METER (FID) BACKGROUND READINGS = 0-4 Rpm PAGE 1 OF 1 <br /> WELL DEPTH FID SAMPLE ID U.S.C. DESCRIPTION <br /> DETAIL FT. BLOWCOUNT LOG <br /> 0'-0.3' ASPHALT <br /> 2 <br /> 0.3'-!Q SILTY SAND (SM); 60%, F-M, POORLY GRADED SAND; LOOSE; <br /> 9.5' 30% FINES; MOD YLLW BRN; DRY-MOIST; WEAK CEMENTATION; <br /> 4 HOMOGENEOUS <br /> 4 SM <br /> 3 4 <br /> 6 3 <br /> 8 6.4'-11.0' POORLY GRADED SAND (SP); >95R, F-M. SA-SR; LOOSE <br /> 9.5' 14.5' <5% FNS; PALE YLLW BRN; DRY; WEAK CEMENTATION; <br /> - a <br /> HOMOGENEOUS <br /> 0 3 4 SP <br /> 6 <br /> 12 <br /> 11.0'-15.5' SILT (ML); <10%. F. POORLY GRADED SAND; >90 FINES; <br /> 14.5' DRK YLLW BRN; MOIST; WEAK CEMENTATION; HOMOGENEOUS <br /> 14 <br /> /ML <br /> 7 <br /> 3 1 <br /> — 16 i6 15.5'-16.0• LEAN CLAY (CL); <57, F, POORLY GRADED SAND; >95 FINES; <br /> CL 19.5' HIGH PLASTICITY; ORK YLLW; NPO; MOIST; WEAK <br /> CEMENTATION; HOMOGENEOUS <br /> 18 <br /> LEAN CLAY WITH SAND (CL); 157, F-M, SA-SR. POORLY <br /> = 19.5' 24.5' GRADED SAND; 85% FINES: MOD YLLW BRN: MOIST: WEAK <br /> 20 6 r CEMENTATION; HOMOGENEOUS <br /> 3 6 CL <br /> 7 <br /> — 22 <br /> 21.0'_26A' ELASTIC SILT (MH); <10%, F-M, SA-SR, POORLY GRADED <br /> 24 24.5' 29.5' SAND; >90 FINES; MOD YLLW BRN; MOIST; WEAK <br /> 5 CEMENTATION; HOMOGENEOUS <br /> 3 4 <br /> 26 4 <br /> — YH <br /> 2826.0'_31"0, LEAN CLAY WITH SAND (CL); 157, F, POORLY GRADED SAND: <br /> 29.5' 34.5' 857 FINES; MOD YLLW BRN; WET; WEAK CEMENTATION; <br /> HOMOGENEOUS <br /> 30 3 6 CL _ <br /> 17 <br /> = <br /> ­32- <br /> 31.0'-35.0- WELL GRADED SAND (SW); >75%, F-M-C, SA-SR; <15%, F. <br /> 34.5' POORLY GRADED GRAVEL; VERY DENSE; <107. FNS; MOD <br /> 34 Sw YLLW BRN; WET; WEAK CEMENTATION; HOMOGENEOUS <br /> 16 <br /> 3 27 SW 35.0'-36.0' WELL GRADED SAND (SW); >80%., F-M-C, SA-SR; <15% <br /> 36 GRADED GRAVEL; VERY DENSE; <5% FINES; MOD YLLW BRN; <br /> WET; WEAK CEMENTATION; HOMOGENEOUS <br /> 38 <br /> RF <br /> SWTH <br /> LOG OF BORING MW-2 <br /> PROJECT NO. 95-136 <br /> rcnu rtoxvr>m mvrou,n. <br />