Laserfiche WebLink
1 <br /> WELL LOG WELL NO. EW-1 <br /> ROJECT NAME 151 SOUTH MAIN STREET GROUNDWATER DEPTH (initial) X18 FT. <br /> ROJECT LOCATION MANTECA,CALIFORNIA GROUNDWATER DEPTH (static) <br /> 1 TOTAL DEPTH 30 FT. <br /> FIELD DATE 10/9/97 DRILL METHOD HOLLOW STEM AUGER COMPLETED DEPTH 30 FT. <br /> DRILLER Exploration Geo BORE DIAMETER 12 INCHES SURFACE ELEVATION <br /> ' LOGGER. RICHARD CARLOW CASING DIAMETER 4.5 INCHES WELL ELEVATION <br /> co <br /> LITHOLOGY r x w w zw w WELL <br /> ' s -j w X =L) N CONSTRUCTION <br /> CL <br /> o o Cn (n a o DIAGRAM <br /> cn <br /> Co <br /> t J <br /> in <br /> N <br /> I-- <br /> - <br /> O W <br /> W <br /> 3" Asphalt,8" Baserock - SP j <br /> SAND (SP) Sand, reddish brown, trace of —Sp 3 � <br /> clay, fine grained sand, moist, (fill?) -C <br /> In <br /> • fV <br /> ' • J <br /> s <br /> W <br /> — r <br /> SAND (SPY Sand, light gray, trace of clay, <br /> ' fine grained sand, moist, (fill?) z <br /> W <br /> ' <br /> 12 - <br /> CL <br /> 2 CL <br /> - <br /> n <br /> ' <br /> CLAY (CL) Silty clay, gray,some fine zi grained sand, moderate plasticity,moist. 100 14 = p <br /> CL 8 <br /> c� <br /> iv <br /> 21 = <br /> CLAY (CL) Sandy clay, gray, 30% - 40% = <br /> fine grained sand,moderate plasticity,very <br /> ' moist - 24- <br /> CL <br /> .4 = <br /> 1 <br /> SP 27 <br /> s <br /> SAND (SP) Sand, gray, fine grained, wet. m <br /> N <br /> 30 <br /> ' � ON-SITE PROJECT NUMBER 701-1.2 <br /> gm= TECHNOLOGIES PAGE 1 OF 1 <br />