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L AWASSOCIAZES INC. 1117 In Poh Are,Sule�Ikkjo,Cogffrn,45351 PROJECT LOG OF WELL MW4 DATE DRILLED LOCATION - 1805 HARBOR qTPFFT LOGGED 8Y PROJECT NO. �ORILLING COMPANY �lrlrW DI3l1_FING ,INC _,� DRILLER REVIEWED GY- JEANNF H.�y{-4741 O �iORE HOLE DIAMETER _ B I METHOD 4L DEPTH DRILLED 26.5 FT DEPTH TO WATER ; INITIAL — �S FT STATIC �Z CASING TYPE PVA DIAMETER �N SCHEDULE �jo INTERVAL In SCREEN TO SCREEN TYPE PVC z DIAMETER 7 IN SLOT SIZE �D I� FILTER PACK TYPE 1N- INTERVAL TO —2� FT SURFACE SEAL TYPE NEAT CEmENT ovFgT T INTERVAL _ 4.5 FT TO — 26.5 FT COMMENTS: INTERVAL 0 ET TO 4.5FT WELL DEPTH PID SAMPLE ID LITHOLOGIC PAGE i OF DETAIL FT. PPM BLOWCOUNT LOG DESCRIPTION 0-2' - GRAVEL SURFACE 2 ( � 4 = 6 _ 6 5 6 I 10 2"-16.5/20' LEAN CLAY (CL); 15% FINE, POORLY GRADED SAND; >85% FINES; NC DILATANCY, LOW-MEDIUM TOUGHNESS, MEDIUM PLASTICITY, DARK B CL v YELLOW BROWN TO OLIVE GREEN TO DARK GREENISH GRAY, NO + = PRODUCT ODOR, NO ORGANICS, DRY-WET, WEAK CEMENTATION, HOMOGENOUS 1D 11 $ 26 2e 12 II, 14 I,. CG-MW4-55.5 1 5 12 — 16 t5 16.5/20-20.5' POORLY GRADED GRAVEL WITH WELL GRADED SAND (GP-Sw): >30% RNE-COARSE, POORLY GRADED SAND; <65% FINE GRAVEL; <5% = 1 B FINES; DARK GREENISH GRAY, STRONG PRODUCT ODOR, NO ORGANICS, WET, WEAK CEMENTATION, HOMOGENOUS _ CG-MW4-20.5 20 11 GP-SW 20.5-21' POORLY GRADED GRAVEL (GP): <15R FINE-MEDIUM SAND; >BOR + = 40 15 GP POORLY GRADED GRAVEL; <5% FINES; DARK GREENISH GRAY, 20STRONG PRODUCT ODOR, NO ORGANICS, WET, WEAK CEMENTATION, — 22 CL HOMOGENOUS 21-21.5/25' LEAN CLAY (CL): <15R FINE, POORLY GRADED SAND; >85X FINES; = LOW-MEDIUM TOUGHNESS, MEDIUM PLASTICITY, GREENISH GRAY, 24 MODERATE-STRONG PRODUCT ODOR, NO ORGANICS, MOIST, WEAK — 6 CG-MW4-25.5 CEMENTATION, HOMOGENOUS 6 26 10 SP-SMI 12 21.5/25-26.5' POORLY GRADED SAND WITH SILT (SP-SM); 90% FINE. POORLY GRADED SAND; 10% FINES; GREENISH GRAY, NO PRODUCT ODOR, 2B NO ORGANICS, WET, WEAK CEMENTATION, HOMOGENOUS 30 —32- -34- 36 2 3436 _38- 40 4 42