Laserfiche WebLink
R <br /> SOIL BORING AND WELL CONSTRUCTION LOG CLEARWATER GROUP,INC <br /> Sheet 1 of 1 <br /> FIELD LOCATION OF BORING CLIENT/LOCAnor♦ BORING NO BORING DEPTH BORING DIAMETER <br /> VW-4® TRutz Grocery/Tracy,CA VW-4 15 Feet 10 Inches <br /> ❑ SW-1 <br /> O VW 3 DRILLING CONTRACTOR WELL NO WELL DEPTH PLANNED USE <br /> r4 0`_.` Ip� G RW i Mitchell Drilling VW-4 15 Feet Vapor Extraction <br /> t1% cC VW-2 NORTH <br /> DRILL RIG TYPE WELL MATERIAL SCREEN SLOT SIZE FILTER PACK <br /> � Irli"29 <br /> N SW-2 CME 75 4" SCH 40 PVC 0 020" #3 Sand <br /> vWMW-7 <br /> I DRILL RIG OPERATOR WELL SEAL <br /> WEST DURHAM[FERRY ROAD Bart Jurgen I Type I-II cement over hydrated bentonite pellets <br /> x <br /> z SAMPLING ESTIMATED SAMPLING METHOD California spirt-spoon sampler <br /> PERCENT <br /> P MONITORING INSTRUMENT TD 580E <br /> Q Q U <br /> C) C a O a u a T, � <br /> FIRST ENCOUNTERED WATER DEPTH N/A <br /> WC V O g E .�, q V STATIC WATER DEPTH DATE 17 Feet (below grade) <br /> rn <br /> NSurface cover gravel <br /> er 1Ozzx <br /> 2 <br /> 100 Silty CLAY(CL),brown,damp,low plasticity <br /> G0 <br /> 3 <br /> \...•.•. SILT(ML),light brown,damp,low plasticity,slightly <br /> \\\\\\\\ <br /> 100 ♦\♦♦♦\\\ clayey <br /> 5 <br /> ODZ2 6 <br /> \\1\\11\ <br /> ♦\♦♦\♦.. <br /> \\\\4144 <br /> .�4 = B t\ti\\♦\♦ 1 <br /> ♦ ♦ <br /> x 9 70 30 Silty SAND(SM),light brown,moist, (very)fine <br /> \ •\\♦, 2 cm thick interbed of Silty SAND with gravel(SM),light <br /> 1s 60 Zs <br /> i0 brown,moist,fine,gravel is fine <br /> x _ 0.0 80 15 20 •••••\\\ Clayey SILT with sand(ML),light brown,moist, <br /> _ •�♦`\w♦k moderate plasticity,sand is fine <br /> 11 •\•♦\♦•♦ Silty SAND(SM),greenish gray,moist,fine <br /> 12 \ \ <br /> 13 <br /> {� = 14 <br /> IDD Lean CLAY(CL),light brown with some gray streaking, <br /> _ moist-wet(capillary fringe),moderate plasticity,slightly silty <br /> is <br /> io7 I00 Lean CLAY(CL),greenish gray,moist-wet,high plasticity <br /> � <br /> U <br /> ]b <br /> 17 <br /> 18 <br /> cc, <br /> 19 <br /> C <br /> 20 <br />