Laserfiche WebLink
LOGS OF SOIL KRI NGv <br />PROJECT: Feig Percolation FILE NO, 839.01 <br />BORING hIETHOD: 4" Flight Auger DATE: _ 6/5/81 <br />DEPTH 0. <br />(feet) <br />Brown silt loam <br />Gray silty clay loam <br />Dark grayish brown sandy <br />clay loam with many <br />yellowish brown mottles <br />Dark gray clayey sand, wet <br />Gray silty clay with many <br />yellowish brown mottles <br />Grayish brown sandy clay <br />loam with many yellowish <br />brown mottles, many gray <br />gleyed areas, firm <br />END OF BORING <br />1.0 <br />1.8 <br />3.5 <br />4.0 <br />6.0 <br />M <br />Borehole C <br />R PVATIOM - QA L <br />DEPTH 0.0 <br />(feet) <br />1.0 <br />1.5 <br />3.5 <br />4.5 <br />5.5 <br />7.5 <br />Borehole D <br />F1 GVATTMI - Q7 7 <br />Dark brown silt loam <br />Gray silty clay loam <br />Gray clay loam with many <br />vellowish brown mottles <br />Gray clay with many I <br />yellowish brown mottles, <br />massive <br />Gray silty clay to clayey <br />silt, saturated, very soft <br />Gravish brown sandy clay <br />loam with many yellowish <br />brown mottles, many gray <br />gleyed areas <br />END OF BORING <br />GROUND WATER NOT ENCOUNTERED. GROUND WATER NOT ENCOUNTERED. <br />KN AISOiI IVIDERSON ASSOCIATES, Mc. BY: ,'✓ <br />