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Id <br /> DATE DRILLED: 10-10-94 LOGGED BY: TOM LUTt tr MAN REVIEWED BY: GREG P. STAHL RG NO.: 5023 <br /> odDRILLING COMPANY: SPECTRUM EXPLORATION DRILLER: DAVID SUMP METHOD: HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER: 6 INCHES DEPTH DRLLED: 15 FEET DEPTH TO WATER: INITIAL-• -16.5 FEET STATIC: - <br /> CASING TYPE: - DIAMETER: - SCHEDULE. - INTERVAL: - TO - <br /> SCREEN TYPE: - DIAMETER: - SLOT SIZE: - INTERVAL: = TO - <br /> FILTER PACK TYPE: INTERVAL TO <br /> adSURFACE SEAL TYPE: NEAT CEMENT INTERVAL: 0 F 1 TO 16.5 FEET <br /> COMMENTS: <br /> (n id <br /> PID We <br /> Sample a Depth USCS Description Const. <br /> No. m Code <br /> ASPHALT 0.3 FEET). Ivv 7 ,7 <br /> SP—SM POORLY GRADED SAND WITH SILT; —90% F—M SAND: SA—SR; PRLY GROD; DNS— v v ° <br /> id 2 V DNS; —10% FNS; MODERATE SRN; NPO; N ORGANICS; DRY; WEAK vvv v <br /> 1717 717 <br /> CEMENTATION; HOMO. v 1717 v <br /> 4 vvv 17 <br /> 7777 <br /> ao vvv <br /> 0 Zo 6 vvvv <br /> 1$ v v v <br /> WELL GRADED SAND; >957 F—C SAND; SA—SR; W GRDD; M ONS; <57 FNS; v v o 7 17 <br /> 8 PALE YLLW—BRN; NPO; N ORGANICS; DRY—MST; WEAK CEMENTATION; HOMO. F v 7 v <br /> vvvv <br /> vvv 17 <br /> id vvvv <br /> 583— 10 10 Sw v v v <br /> 0 10.5' t2 v v v v <br /> 12 vvv <br /> 12 - SILTY SAND; —85% F—M SAND: PRLY GRDD: M DNS; —157 FNS; MODERATE v v v v <br /> YLLW—BRN; SL—M PO; N ORGANICS; MST—WET; WEAK CEMENTATION; HOMO. v v v <br /> id vvvv <br /> 14 SM vvv <br /> vvvvv <br /> S83- 166 16 Q 17,717 <br /> 9 16.0' g — vvv <br /> TOTAL DEPTH SAMPLED = 16.5 FEET. <br /> 18 <br /> id 24 <br /> z2 �\���REO GE O\ <br /> c <br /> 24 �� <br /> GREGORY P. <br /> 26 $iL <br /> 28 No. 5023Id <br /> 30 y'F <br /> j 34 v <br /> 1 <br /> r 36 <br /> I 38 <br /> Id _ 40 - <br /> ' LOG OF BORING SB-3 <br /> 1 _j <br /> W—�►�u� <br /> --AV VAN a MANTECA UNIFIED SCHOOL DISTRICT <br /> 2901 EAST LOUISE AVENUE <br /> "!,PROJECT: 150107.01 LATHROP, CALIFORNIA <br /> od •� <br />