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'MASSOCIATES INC. 1111 lone Pon Planus,Sie a Yo Wo,C000rri;95761 LOG OF WELL M W 4 PROJECT LOCATION PROJECT NO. -54.13099.0001 DATE DRILLED 071599 LOGGED BY TOM LUTTFEMAN REVIEWED BY ,1FaNNE HnM5EYr47410 DRILLING COMPANY VAtW OR[mNr, INN. DRILLER FRANK RAMIRFZ METHOD BORE HOLE DIAMETER 8 IN DEPTH DRILLED _35 FT DEPTH TO WATER INITIAL _ -20-5 FT STATIC FT CASING TYPE DIAMETER 2 IN SCHEDULE 40_ SCREEN TYPE QVC INTERVAL 0 FT TO �Q .- DIAMETER - 2 IN SLOT SIZE 0.020 IN INTERVAL 15 FT TO _ 35 FT FILTER PACK TYPE INTERVAL 13 „ FT TO FEZ SURFACE SEAL TYPE NEAT CEMFNT QVFR BENTONITEINTERVAL 0 FT TO 13 FT COMMENTS: PAGE . OF-.L-- WELL F 1WELL DEPTH PID SAMPLE 10 LITHOLOGIC DESCRIPTION dETAIL FT, PPM BLOWCOUNT LOG 0-2" - Asphalt 2 4 SP-SM 5 6 6.5 5 10 2"-6.5/10' POORLY GRADED SAND WITH SILT (SP-SM): 909 FINE. POORLY GRADED SAND; 10% FINES; MODERATE YELLOW BROWN, NO 8 PRODUCT ODOR, NO ORGANICS. DRY-MOIST, WEAK CEMENTATION, HOMOGENOUS 1a 6.5 6 X.: 8 10 12 r 14 12 16 7.0 16 23 18 5W 6.5/10-26.5/30' WELL GRADED SAND (SW). >95x FINE-COARSE, WELL GRADED SAND; <5% FINES; PALE YELLOW BROWN, NO PRODUCT ODOR, NO RUSO-MW4-20.5 ORGANICS, DRY-WET, WEAK CEMENTATION. HOMOGENOUS 20- 13 6.5 16 t 20 22 = 24 5.5 16 26 22 26 28 j 26.5/30-30.5 POORLY GRADED SAND (SP): >95% FINE-MEDIUM, POORLY GRADED = 5P SAND: <5x FINES; MODERATE YELLOW BROWN, NO PRODUCT ODOR, 30 6.5 11 NO ORGANICS. WET, WEAK CEMENTATION, HOMOGENOUS _ 11 17 — 32 CL 30.5-36.5' LEAN CLAY (CL): <15% FINE. POORLY GRADED SAND; >85x 34 FINES; NO DILATANCY, MEDIUM TOUGHNESS, MEDIUM PLASTICITY. 6.5 RUSO-MW4-35.5 MODERATE YELLOW BROWN, NO PRODUCT ODOR, NO ORGANICS, B MOIST-WET, WEAK CEMENTATION, HOMOGENOUS 36 10 1s _38- 40 42