Laserfiche WebLink
Geological TePhnics Inc. <br /> Borehole Log ;;"s;;;;s;;s"s;s;;"ssIII <br /> ee <br /> Project Name George's Service Borehole No. 59-1115 Page 1 of 2 <br /> Project No. 425.2 Date 6/30/98 Contractory&W Drilling <br /> Area & County Corner of Durham Ferry Rd. and Hwy 33/ Son Joaquin Co <br /> Field Geo/Eng M. Niemi Drilling Method Hollow Stem Auger <br /> Borehole Mae" Tot, Depth 50' Tot. Casing Depth N A Casing Dia._ Screened Interval <br /> ' Filter Pack Annular Seal Slot Size Grout 50-0' Water Depth <br /> N N a C <br /> ' s a � � o 0 Remarks <br /> E o rn 3 � ; u V) >, Description CVM m <br /> o� H Vn z 0 3 a l° n (PPM) <br /> ' 0 <br /> 5 I, <br /> 0745 e =_= CL SILTY CLAY—greenish brown, moist, 261 <br /> plastic. <br /> Gasoline Odor <br /> 10 <br /> 0751 2 = ML SANDY SILT—greenish brown, very fine 171 <br /> 3 = _ — grained, wet, plastic, incomplete core. <br /> Gasoline Odor <br /> 15 <br /> ' 0756 s _ _ _ ML SILT—(l0YR6/6) plastic, organic 0 <br /> material, moist. No Odor <br /> ' 20 <br /> _ 0800 2 SM SILTY SAND—(2.5Y5/6) plastic, wet, very 0 <br /> ' fine grained, incomplete core. <br /> No Odor <br /> ' 25 <br /> 0803 aSM SILTY SAND—(2.5Y5/6) plastic, wet, 0 <br /> more sand than above, incomplete core <br /> ' No Odor <br /> ' 30 <br /> Notes: SAND CLAY ® Annular Seal ® Grout <br /> ' SILT Sample Submitted to Laboratory <br />