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GROUNDWATER <br />QD❑ TECHNOLOCY,iNC. <br />Monitoring Well _ 19 Drilling Log <br />Project KAYO DuPONT Owner KAYO Olt. COMPANY END:Not <br />Ma <br />Date lonDrilled <br />STOCiCTON CA Project Number 203-720-8242 <br />" Date Drllied it 9 87 Total Depth of Noln63.5 Fi Diameter 10.5 1N <br />Surface Elevation Water level Initlal M Pi 24-hour- <br />Screen: <br />4—hour <br />Screen: Dia. 4 IN Length 10 FT Slot Slze •020 IN <br />Casing: Dia. 4 IN length 41 FT Type PVC <br />Drilling Company SPECTRUM Drlliing Method HMW STE AUGER <br />Driller R. LIVINGSTON log by J. f�liLE'f <br />' Geologist / Engineer Ucanae Na. etecable <br />Description/Sol! Classification <br />(Color,Textur%Structures) <br />0 <br />Asphalt over bole course <br />ti M <br />CL <br />Doric brown. silty clay <br />2 a (Plastic. wet, no product odor) <br />4 k ;i �/ Orange — brown, silty clay <br />^ B _ (Moist, no product odor) <br />A 5 Aborted sample due to suspect plea, nothing found <br />6 <br />a <br />10 <br />e, `1 ND B Orange — broom, and grey mauled, silty clay with fine <br />0 43 amd and trace organics <br />12 .S (Very sU f, no product odor) <br />"' ,• f Orange — brown, silty, fine sand <br />14 Rust stained, medium dense, no product odor) <br />Trace coarse rained sand <br />^ 6 ND C �� g ) <br />'` 16 v S <br />a .S <br />20 r ND D 22 <br />r,�, <br />• 50/ <br />22 .^ A <br />• f <br />Orange — brown, clayey, alt with same tine sand <br />(Dario brown stains, very stiff, no product odor) <br />Orange — brown, silty, fine sand <br />(Dense, wet, no product odor) <br />