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uscs Wel jRr6 Depth Code Description Const. ML SILT WITH SAND; 20% F-M SND; PRLY GRDD: 80% FNS; L DRY STRNGTH: v o N-S DLTNCY; L TGHNSS; N-L PLST; VSTIFF-HRD; MODERATE YLLW- 0 0 42 v v BRN; NPO; N ORGANICS; DRY-MST; WEAK CEMENTATION; HOMO; CALCITE v o VEINLETS AT 40 FEET; TRACE OF CLAY. 0 0 44 v v 0 0 6 46 v v 6 SILTY SAND; 60% F SND; PRLY GRDD; DNS-M DNS; 40% FNS; MODERATE48 YLLW BRN; NPO: N ORGANICS; DRY-MST; WEAK CEMENTATION; HOMO; v vTRACE OF CLAY. v v SM o v 0 50 62 52 LEAN CLAY WITH SAND; 30% F SND; PRLY GRDD; 70% FNS; l DRY STRNGTH; 0 0 N DLTNCY; L TGHNSS; M-H PLST; V STIFF-HRD; MODERATE YLLW BRN; v v Sq N P0; N ORGANICS: MST; WEAK CEMENTATION; HOMO. v v CL 13 15 56 16 SANDY LEAN CLAY: 30% F-M SND; 70% FNS; L DRY STRNGTH; 58 N DLTNCY; L-M TGHNSS; M PLST; HPD; MODERATE YLLW BRN; SL P0; N ORGANICS; MST; WEAK CEMENTATION; HOMO; CALCITE VEINLETS. RB- t5 60 CL 8 MW-7 22 62 - POORLY GRADED SAND WITH SILT: 90% F-M SND; SA-SR; PRLY GRDD; M DNS; 10% FNS: MODERATE YLLW BRN; SL PO; N ORGANICS; MST; WEAK CEMENTATION; HOMO. 64 LEAN CLAY WITH SAND; 20% F SN ;D: F'RLY GRDD; 80% FNS: H DRY STRNGTH 10 SP-SM N DLTNCY; C-M TGHNSS; M-H PLST; HRD; MODERATE YLLW BRN; SL 8 2u 66 PO; N ORGANICS: MST; WEAK CEMENTATION; HOMO. CL POORLY GRADED SAND: >95% F-M SND; TR F GRVL; PRLY GRDD; 68DNS; <5% FNS; MODERATE YLLW BRN; SL-M P0; N ORGANICS; WET; WEAK CEMENTATION; HOMO. SP 16 70 — 45 16 24 72 - CLAYEY SAND; 60% F-M SND; SA-SR; PRLY GRDD; V DNS; 407. FNS; MODERATE YLLW-BRN; NPO; N ORGANICS; MST-WET; WEAK 74 CEMENTATION; HOMO. 76 /SC 25 O 33 36 78 'TOTAL DEPTH = 78 FEET. . 80 82 in"N 84 GRtGOR'f N. 66 ,� 0. x111 No. .31: 88 \df 90 OF --ALAIF_ LOG OF BORING MW-8 ROM BROTHERS PROPERTY 102 SOUTH WILSON WAY PROJECT 150108.01 STOCKTON, CALIFORNIA