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GROUND ZERO ANALYSIS LOG OF WELL MW1 1 D PROJECT TUFF OY TRAILERS LOCATION 5151 ALMONDWOOD ROAD MA14TECA PROJECT NO 335 DATE DRILLED 3 i4/05 LOGGED BY JOE VASQUEZ REVIEWED BY JOHN P LANE RG No 6795 DRILLING COMPANY FISCH ENV_IRONMETAL - DRILLER DAVE FISCH METHOD IR[CT PUSH/HOLLOW STEM BORE HOLE DIAMETER 8 IN DEPTH DRILLED4—FT DEPTH TO WATER INITIAL __-_5__ FT STATIC FT WIENNG TYPE Pv DIAMETER 2 IN SCHEDULE 40 INTERVAL O FT t0 30 FT TYPE DIAMETER 2 IN SLOT SIZE 0,010 IN INTERVAL 30 Fr TO 40 FT FILTER PACK TYPE INTERVAL 28 El TO 40 FT SURFACE SEAL TYPE NEAT CEMENT OVER 2 FEET HYDRATED BENTONITE INTERVAL 0 TO ----I-B--.ET- COMMENTS 26ETCOMMENTS LITHOLOGy LOCrD BY CPT CPT REFUSAL At FEET PAGE 1 OF--L- WELL F1WELL DEPTH FID SAMPLE ID U S C DESCRIPTION DETAIL FT ppm BLOWCOUNT LOG 0-4' NO SOIL ID 2 4 2 4'-13 25' SAND TO SILTY SAND 6 P9 8 SP TO SM 10 15 12 a v r °o 13 25'-13 5' SAND 14 13 5'-15' SAND TO SILTY SAND WITH SAND STRONGER AT 14' ca SP TO SM c� CL 15,-1525' CLAY 16 0 1 r 15 25'-15 75' SAND TO SILTY SAND a 15 75'-17 75' SAND o SP x 18 17 75'-20 25' LATER BEDDED SAND, SILT, CLAY ML ',CL' 20 1 t 20 25'-21 75' GRAVELY SAND TO SAND SP 22 ---- 21 75'-25' SAND WITH SOME SANDY SILT AND SILTY SAND SP 24 - 25'-25 8' GRAVELY SAND TO SAND 26SP 25 8'-26 6' SAND SP- 26 6'-27 25' GRAVELY SAND TO SAND 28 SP 27 25'-28 75' SAND WITH SOME SILTY SAND AND GRAVELY SAND 28 75'-29 3' GRAVELY SAND TO SAND 30 SP 29 3'-30 2' SAND - 30 2'-32/36' GRAVELY SAND TO SAND AND SAND 32 SP / 36/32'-38' POORLY GRADED SAND (SP), M. SR, LT BRN, N ET / RED G 34 MW1 JOHN 35 1D-36 / A r SP o �n�"' N 6795 C,L�F� r, 40