Laserfiche WebLink
SOIL BORING AND WELL CONSTRUCTION LOG: SB-6/MW-3 Protect No C-178 <br /> CLEARWATER GROUP INC Sheet 1 of 2 <br /> FIELDLOCATION OF HORINGSI <br /> MONITORING <br /> � MONITORING WELLS CLIENTILOCATION PLANNED USE BORING DEPTH HORINGlWF1.L NO i <br /> N Bamet Truckmr FaciLav Stockton CA Exptomtorp/Monitoring 35 feet SB-6/MW-3 <br /> DRILLING CONTRACTOR. DRrLL RIG TYPE. WELL DEPTH. BORING DIANIETER. <br /> Spectrum Drilling CME-75 26' 8 Inches <br /> z DR TI I RIG OPERATOR WELL MATERIAL WELL DIAMETER SCREEN SLOT SITE <br /> •y�, I Bobby Nixon Schedule 40 PVC 2" 0 020" <br /> Rv S&3 0 MW 1 <br /> h WELLIBOREHOLE SEAL FILTER PACK. <br /> MW Grout with 5% bentonite # 2/12 <br /> SAMPLING ESTIMATED SAMPLING METHOD CA modified 18" - split soon <br /> ZO O PERCENT <br /> ? RUT ENCOUNTERED WATER DEPTH 16 feet <br /> STATIC WATER DEPTH-DATE 12ft- 9129197 <br /> 2 <br /> P id 4 3 <br /> 6 A 5 <br /> s a o so zo %% Clayey SAND(SC),brown, sand fine-medium grained,dry <br /> 10 <br /> 7 <br /> a 9 <br /> y 10 <br /> 3 i <br /> z _ <br /> z o o is ss Silty CLAY (CL)with sand, gray, moderate plasticity,dry- <br /> c 3 � 11 moist, contained thin lenses (1-2cm) of iron oxide stained <br /> 12 fine sand, slight hydrocarbon odor <br /> `c3 <br /> 13 <br /> x <br /> � 14 <br /> Clayey SAND(SC),brown, sand medium grained,dry <br /> t3 Is <br /> s Q 16 4 0 ° 100 CLAY(CL)w/sand,gray,moderate plasticity, sand medium <br /> 10 grained, dry, thin veins (¢lcm) of calcium enriched soil <br /> 7 present <br /> m 19 <br /> a <br /> 19 <br /> 20 <br /> 3 38 oi° 90 Silty CLAY (CL)with sand,greenish gray, moderate <br /> 1A 5 x 21 plascticlty, wet Slight hydrocarbon odor present <br /> O <br /> 22 <br /> 23 <br /> { <br /> 24 <br /> ° 95 S Well graded SAND(SC)w/clay, <br /> gray, sand fine grained, <br /> $ 5 26 123 moist-wet, slight hydrocarbon odor <br /> n <br /> 28 <br /> °m <br /> p 29 <br /> cx <br /> a <br /> a <br /> a 30 <br />