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'1'�Pdm iwrhew, TES INC RZ' LOG OF WELL MW8 <br /> PROJECT Pl12FIC COAST pECREATfON LOCATION 3755 MUNEgRp AVENUE, CALIFORNIAPROJECT NO 54.1 a393.O002 <br /> MMENTS: PAGE_OF—'L <br /> WELL DEPTH PID SAMPLE ID U S C. <br /> DETAIL. (FT) (PPM) BLAWCOUNT LOG aESCRIPTION <br /> �. 21 <br /> 19 <br /> 30 <br /> 4Z <br /> ;r + <br /> } CL 36 5/40-46.5/SG' LEAN CLAY (d.) clOX FINE, POORLY GRADED SAND; 790% <br /> 44 FINES: NONE-HIGH DRY STRENGTH, NONE-SLAW DILATANCY, LOW <br /> MEDIUM TOUGHNESS, NONE-LAW PLASTICITY, DARK BROWN. <br /> )y SLIGHT—MODERATE PRODUCT ODOR, NO ORGANICS, DRY. WEAK <br /> 45 1B CEMENTATION. HOMOGENOUS <br /> 46 23 <br /> • '; SO <br /> +•e <br /> —4a- <br /> 6', <br /> r; <br /> 50 10 <br /> 65 a` 30 SM 45 5/50-51 5/55' SILTY SAND (SM)- >75X FINE. POORLY GRADED SAND; 425% <br /> F� 5Z FINES. MODE YELLOW BROWN, MODERATE—STRONG PRODUCT <br /> +. ODOR. NO ORGANICS. DRY—MOIST. WEAK CEMENTATION. <br /> HOMOGENOUS <br /> 54 <br /> 430 <br /> _} 56 26 <br /> +� 30 <br /> 58 <br /> } ML 51 5/55-81.5/65' SANDY SILT (ML) >30X FINE. POORLY GRADED SAND; <70% <br /> FINES, NO DRY STRENGTH, SLOW-RAPID DILATANCY. LOW <br /> TOUGHNESS. NO PLASTICITY, GRAY BROWN TO MODERATE <br />' $O 1g YELLOW BROWN MODERATE-STRONG PRODUCT ODOR NO <br /> $'• 100 1B ORGANICS, M01b-WET. WEAK CEMENTATION. HOMOGENOUS <br /> a 22 <br /> ss <br /> 64 <br /> +r ' <br /> '325 <br /> 12 <br /> —66 18 CL <br /> 27 81 5/65-66 5/70' LEAN CLAY (CL) <5X FINE. POORLY GRADED SAND; ?95x FINES. <br /> r HIGH DRY STRENGTH. SLOW—RAPID DILATANCY. MEDIUM <br /> ti \ TOUGHNESS. LOW--MEDIUM PLASTICITY. OLIVE GRAY. SLIGHT <br /> BS PRODUCT ODOR, NO ORGANICS. MOIST. WEAK CEMENTATION <br /> i �• \ HETEROGENOUS <br /> 70 125 <br /> � 12 <br />' Y 50 CL as 5/70-71/73' LEAN CLAY (CL): <5% FINE, POORLY GRADED SAND; <5% FINE <br /> GRAVEL„ >e FINES; MEDIUM DRY STRENGTH. SLOW DILATANCY. <br /> +� 7Z MEDIUM TOUGHNESS, LAW PLASTICITY, BLUE GRAY. MODERATE— <br /> ." "i`` STRONG PRODUCT ODOR. NO ORGANICS, MOIST—WET, WEAK <br /> CEMENTATION, HOMOGENOUS <br /> 74- <br /> - <br /> 4 175 12 <br /> 25 <br /> r� 76 50 <br /> ,l71/75-81/85' ELASTIC SILT (MH): t5X FINE. POORLY GRADED SAND. 795X <br /> w 78 MH FINES. LOW-MEDIUM DRY STRENGTH. NONE-SLOW DILATANCY. <br /> LOW-MEDIUM TOUGHNESS, LOW-MEDIUM PLASTICITY. GRAY <br /> BROWN TO .y PRODUCT ODOR. NO <br /> ORGANICS. DRRY—MMOIST.GWEAKODERATE CEMENTATION. HOMOGENOUS <br /> a 60 125 45 <br /> e^ 5G <br /> 9i <br />