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SAMPLING Monitoring Well MW-3 Wo U � } LL s 0 W H & 7 W f- W4g _ H a d � o U ❑ � kn a W 0 HA SYMBOL DESCRIPTION Asphalt Pill-sand, gravel, brick, concrete CL DARK YELLOWISH BROWN (414-10 YR)SILTY CLAY, medium PID l6 ticii y, medium strength,trace gravel,moist ppm 5 - 3 - ---------- 36/36 same brown color, silty clay, low plasticity and strength PID 5 5 ppm S T 48148 same as above w/BROWN SILTY CLAY with brick, cement, and asphalt 10----- ---------- fragments GRAYISH BROWN(512-2 5 Y)SILTY CLAY, minor gravel, medium strength, stiff, low plasticity, moist S — PID 2 5 ppm LIGHT OLIVE BROWN SILTY, SANDY CLAY(almost silty sand)(514- 48/48 2 5 Y), easily crumbles, low strength, moist to dry grades medium strength and low plasticity, more clay • S PID 9 5 ppm gravelly section with brick and asphalt 48148rades to BROWN (4/3-10 YR)SILTY CLAY with sand, moist PID 5 5 ppm 20 S BROWN SILTY SANDY CLAY lowlastici p ty,strength, moist 48/42 grades to a GRAYISH BROWN (512-2 5 YR)SILTY CLAY, medium S plasbaty, stiff PID 9 0 ppm 25------r--------- DARK GRAYISH BROWN SILTY CLAY with sand, low to medium plasticity, medium strength, mast 48/48 —� SM DARK GRAYISH BROWN SILTY SAND,pookly graded, little to no fines, S PID e3 5 ppm 30 ---- ------4� CL LIGHT OLIVE BROWN(5113-2 5 Y)SILTY CLAY, medium plasticity, stiff, medium strength,moist PID 4 5 ppm S SM DARK GRAYISH BROWN(4/2- 10 YR)SILTY SAND,with some clay and gravel, sands are dean and subrounded, moderately to poorly graded, wet PID 4 0 ppm 35 48/30 Continued Next Page Job Serial No 28066866 Serial No Log of Boring Date Completed 4118105 Driller Gregg Drilling Drilling Method HSA Location Boring Depth 45 0 ft Logged By Craig Tibalh Stockton, California Top of Casing Elev 11 62 ft Casing Type PVC Screened Interval 2540 ft Slot Size 0 010 in Casing Depth 45 0 ft. Casing Diam 2"in Effective Interval 23-45 ft Sand Pack Monterey#2112 1 nnTAmnlnta 1eoW h,na'n )nnr nAr+C 4 -Sn