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A ASSOCIATES INC 1260 Grghcs DrK U 10. Cakfarrua M I LOG OF WELL M W t PROJECT RIPON UNIFIED S.D. LOCATION 304. NORTH ACACIA AVFNUF RIPON, A PROJECT NO 13099 OOQ1 ' DATE DRILLED 017799 DETAIL LOGGED BY __MM LLITTERMAN _ REVIEWED BY JEANNF HOMSFY ('47410 COMPANY y&w DRILLINC _INC_ _ __ DRILLER ROAFRT VICKFR,Y METHOD Hol I QW STEM Al �rEp *RILLING ORE HOLE DIAMETER 5 IN DEPTH DRILLED 35 FT DEPTH TO WATER INITIAL 18 5 FT STATIC 195 FT CASING TYPE _PVC DIAMETER 2 IN SCHEDULE 4` INTERVAL Q FT TO 13.5 FT ' SCREEN TYPE _ PVC DIAMETER 2 IN SLOT SIZE QQ20 IN INTERVAL - - 13.5 FT TO SFT FILTER PACK TYPE RMC LONFSTAR #3 _ _ INTERVAL ? FT TO _ 35 FT SURFACE SEAL TYPE NEAT CEMENT OVER _3ENT01,117E INTERVAL 0 FT TO 12 FT COMMENTS _lz�SJ$CF g3 ()CKFO WFI i PRIOR TO PI AC1NQ SEAT TEANSITIONAI _. - -- �— PAGE 1 OF ' 4 i WELL DEPTH PID SAMPLE IQ LITHOLOGiC DETAIL FT PPM SLOWCOUNT LOG DESCRIPTION 0-2 - Asphalt 2 4 SP -5M 4 6 0 4 5 2"-6 5/10 POORLY GRADED SAND WITH SILT (SP—SM) 90% FINE POORLY GRADED SAND 102 FINES MODERATE YELLOW BROWN NO 8 \ PRODUCT ODOR NO ORGANICS DRY—MOIST WEAK CEMENTATION HOMOGENOUS 10 O e' t3 1216 to = 1s = — O to z� 18 65/10-31 WELL GRADED SAND (SW) >95% FINE—COARSE WELL GRADED SAND SW — <5% FINES PALE YELLOW BROWN NO PRODUCT ODOR NO = RUSD—Mwi-205 ORGANICS DRY—MOIST WEAK CEMENTATION HOMOGENOUS — 20 0 2s 3a _ 50 2 _22— _24- 240 0 30 26— 45 50 — 28 30 0 — —_ Za 27 30 31-31 5/34 LEAN CLAY (CL) <15% SAND >857 FINES NO DILATANCY MEDIUM _ 32 CL TOUGHNESS MEDIUM PLASTICITY MODERATE YELLOW BROWN NO _— PRODUCT ODOR NO ORGANICS MOIST—WET WEAK CEMENTATION RUSD—MW1-34 HOMOGENOUS + 35 MH �34 37 31 5/34-36 ELA571C SIU WITH SANG (MH) 257.' FINE—MEDIUM SAND 75: 2 40 FINES LOW DRY STRENGTH NONE—SLOW DILATANCY LOW—MEDIUM 36 TOUGHNESS LOW—MEDIUM PLAST10TY MODERATE YELLOW BROWN NONE—SLIGHT PRODUCT ODOR NO ORGANICS MOIST—WET WEAK CEMENTATION HOMOGENOUS 38 40 A')