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A%.01 %-.00 <br /> CIATES INC. 7 <br /> /��rASSO LOG OF BORING/WELL MW <br /> +� 1iE1[aIe Patin Ids,Ste B,ltodalo,Ca»amb,95.15E <br /> PROJECT DIESEL PERFORMANCE LOCATION .2444 EAST FRELIONT STREET STOCKTON CA PROJECT NO. 62577.0001 <br /> F1v* COMMENTS: PAGE 2 OF-2— <br /> Lm <br /> WELL DEPTH FID SAMPLE ID U.S.C. DESCRIPTION <br /> DETAIL (FT.) (PPM) BLOWCOUNT LOG <br /> 4.5 18 <br /> 20 <br /> L. 22 <br /> 42 <br /> ML 36.5/40-46.5/50' INORGANIC SILT (ML): f00X FINES; MEDIUM DRY STRENGTH, LOW <br /> TOUGHNESS, NO PLASTICITY, BROWN. NO PRODUCT ODOR, <br /> 44 NO ORGANICS, MOIST, WEAK CEMENTATION. HOMOGENOUS <br /> 4.5 1 s <br /> Lo _ ••; 46 25 <br /> — 48 <br /> 50 I <br /> I <br /> i+ o` wn-,50.w <br /> s• = 4.5 12 <br /> 12 <br /> 12 SP 4fi.5/50-SI.S/55.D' POORLY GRADED SAND (SP): 1OOX FINE POORLY GRADED SAND; <br /> 52 LOW DRY STRENGTH, LOW TOUGHNESS. NO PLASTICITY, YELLOWISHj <br /> lbw RED, NO PRODUCT ODOR, NO ORGANICS. MOIST, <br /> WEAK CEMENTATION, HOMOGENOUS i <br /> 4.5 t <br /> 56 20 <br /> 30 SY 51.5/55.0-56.5/60.0' SILTY SAND (SM): 70X FINE POORLY GRADED SAND, 3OX FINES; <br /> • t_— •. \ LOW DRY STRENGTH, LOW TOUGHNESS, NO PLASTICITY, BROWN, <br /> NO PRODUCT ODOR, NO ORGANICS, WET, WEAK CEUENTATION, <br /> a 58 \ HOMOGENOUS <br /> 4.5 \\ fI <br /> 60 <br /> I <br /> ' 1 <br /> = r• 10 2 SM 56.5/60.0-61.5/65.0' SILTY SAND (SM): GOX FINE POORLY-GRADED SAND, 4OX FINES; I <br /> 18 LOW DRY STRENGTH. LOW TOUGHNESS, NO PLASTICITY. REDDISH i <br /> BROWN. NO ORGANICS, NO PRODUCT ODOR. WET, <br /> 62 WEAK CEMENTATION. HOMOGENOUS <br /> 64 <br /> I <br /> 4.5 15 <br /> ML 61.5/65.0-65.5' SILTY FINE SANDS (ML): 30% FINE. POORLY GRADED SANDS, 709 <br /> 66 SD FINES; LOW DRY STRENGTH. LOW TOUGHNESS, NO PLASTICITY <br /> 68 <br /> it <br /> 70- <br /> -72- <br /> 74— <br /> Lo <br /> 072 74Lo <br /> • 76 <br /> i,. 7B <br /> 8D <br /> to <br /> 82 <br /> Lo <br />