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GROUND ZERO ANALYSIS • LOG OF BORING SB2 PROJECT TIGER LINES CATION 1430 CHEROKEE """ PROJECT NO. 583 .A DATE DRILLED L4/D5 LOGGED BY JOE VASOUEZREVIEWED BY_ G. STAN . RG 5023 DRILLING COMPANY FISCH ENVIRONMENTAL DRILLER RICK BERTOLINO METHOD DIRECT PUSH BORE HOLE DIAMETER 1 1/4 IN DEPTH DRILLED 59 FT DEPTH TO WATER INITIAL 55 FT STATIC FT CASING TYPE NA DIAMETER IN SCHEDULE INTERVAL FT TO FT SCREEN TYPE NA DIAMETER IN SLOT SIZE IN INTERVAL FT TO FT FILTER PACK TYPE `A INTERVAL FT TO FT SURFACE SEAL TYPE NEAT CEMENT GROUI INTERVAL 0 FT TO 59 FT COMMENTS: WATER SAMPLE COLLECTED THROUGH HYDROPUNCH PAGE _L OFA WELL DEPTH PID SAMPLE ID U.S.C. DESCRIPTION DETAIL FT. PPM SLOWCOUNT LOG 0-7/10' SILT WITH SAND (ML); 20% FN, SR, PRLY GRDD SND; 80% FNS; L DRY STRGTH; L TGHNESS; L PLAST; BRN, NO ODOR, DRY. 2 ML 4 6 1.1 7/10'-16' SANDY SILT (ML); 30-40% FN, SR, PRLY GRDD SND; 60-70% FNS; L 8 / DRY STRGTH; L TGHNESS; L PLAST; LT BRN/GRYISH GREEN, N-SL ODOR, / DRY. / 10 0.1 12 ML 14 SB2-15 16 1.1 16'-17/20' LEAN CLAY WITH SAND (CL); 15% FN, SR, PRLY GRDD SND; 85% FNS; H CL DRY STRGTH; M TGHNESS; M PLAST; GRY BRN, SL ODOR, DRY. 18 17/20'-22/25' LO SESILTYS AND REDDISH)'BRNXSLNOD R, DRY.DD SND; 20% FNS; 20 SB2-20 14.7 SM 22 22/25'-30.5' POORLY GRADED SAND (SP); 95% FN, SR, PRLY GRDD SND; 59 FNS; BRN/GRY, SL ODOR, DRY. 24- -26- 13.5 SP 28 SB2-30 30 0.6 30.5'-32/35' LEAN CLAY (CL); 5% SND; 95% FNS; L DRY STRGTH; M TGHNESS; M PLAST; GRY/BRN, SL ODOR, MST. 32 CL 32/35'-37/40' TPOORLY AN/RED• NO EODOR, DRY. P), 95% FN, SR, PRLY GRDD SND; 5% FNS; 34 SB2-35 36 1.3 SP 37/40'-42/45' POORLY GRADED SAND WITH GRAVEL (S1 80% FN, SR, PRLY GRDD 38 / SND; 15% CRS, SR, W GRDD GRVL; 5 FNS; TAN, NO ODOR, DRY. / SP 40