Laserfiche WebLink
41 Project No. : 90343A • <br /> Date: August 6, 1986 Elevation. <br /> DEPTH W "M W PENS. WELL DESIGN <br /> j W _j <br /> DESCRIPTION <br /> IN iL (L <br /> rz r_ r RESTS. 113 SAND <br /> C D 0 cc <br /> FEET z _j u) / FT . 0. 030 SLOT <br /> 0 Existing Ground Surface <br /> 2 ....... <br /> 15 Brown silty, clayey fine to medium <br /> 3 sand - Moist - No odor <br /> 4 <br /> 5 <br /> Dark brawn silty, cIayey fine t a medium -;:';:.:`: <br /> . . . . <br /> 6 sand - Moist - No odor <br /> I2 <br /> 7 B - 16 <br /> Brown silty, sandy clay or clayey, sandy <br /> 9 silt - Moist - No odor <br /> 10 - 81 -3 <br /> 10 <br /> 12 <br /> 11 Grey medium sand Saturated - No odor <br /> - 12 <br /> - 13 <br /> 14 <br /> Brown silty, fine sandy clay Saturated <br /> - 15 ............. No odor <br /> 17 <br /> Dark brown silty, sandy clay - Saturated <br /> - 18 - No odor <br /> - 19 - <br /> .. ........ <br /> Driller reports stiffening at 18. 5 ft <br /> - 20 -- <br /> - 21 - Bottom of boring at 20. 0 ft <br /> - 22 - <br /> - 23 - <br /> - 24 - <br /> - 25 - 25- <br /> 26 - - <br /> 27 <br /> Figure A- 1 - Test Boring Log No. B1 <br /> Monitoring Well No . MW- 13 Woodward-Clyde Consultants <br />