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SP: Tan, dry, POORLY GRADED SAND; 70 %fine,
<br />30%medium sand, 10% fines, no HC odor.
<br />1 3 MI.: Gray to Tan, dry, SII.T; low toughness/low
<br />\ plasticity, no I TC odor.
<br />ML: Brown, moist, SILT; low toughness/low plasticity,
<br />\ no HC odor.
<br />ES.=
<br /> • ML: Brown, moist, SILT; low toughness/low plasticity,
<br />\ no HC odor.
<br />ML: Brown, moist, SII:f; low toughness/low plasticity,
<br />\ trace medium sand, no He odor.
<br />Ml.: Tan-Brown, moist, Sll:f; low toughness/low
<br />plasticity, no I IC odor.
<br /> ML: Pale Brown, very moist, SII:f; 10% sand, stiff, no
<br />, HC odor.
<br />0
<br />5 7 MW I - 5'
<br />- 1 0 MW1- 10'
<br />15
<br />MW1- 15'
<br />20
<br />MW1- 20'
<br />25
<br />MW1- 25' _
<br />i-30 j MW1-30'
<br />- -: MW1- 35'
<br />_
<br />40 i MW1- 40'
<br />Cement grout seal from
<br />0.5 to 41' bsg.
<br />Bentonite seal from 41'
<br />to 44' Ing.
<br />#3 sand from 44' to 65'
<br />bsg.
<br />Screen interval with
<br />(0.020) from 45' to 65'
<br />bag.
<br />End cap at 65'.
<br />-4 5 • .1 MW1- 45'
<br />50— _ MW1- 50'
<br />\/
<br />- 5 5 MW1- 55'
<br />-4
<br />-6 0 —1 MW1-60' 50-6"
<br />50-6"
<br />50-6"
<br />50-6"
<br />-65
<br />Advanced
<br /> BORING LOG
<br />GeoEnvironmental, Inc. BOREHOLE NO.: MW-1
<br />837 Shaw Road, Stockton, CA 95215
<br />(209) 467-1006 FAX: (209) 467-1118 TOTAL DEPTH: 65 Feet
<br />Project: CAIN ELECTRICAL WORK Drilling Co.: Cascade Drilling
<br />Site Location: 230 NORTH CHURCH STREET Rig/Auger Type: CME75
<br />LODI, CALIFORNIA Logged By: WILLIAM LITTLE
<br />Reviewed By: WILLIAM LITTLE
<br />Project No.: AGE-NC-97-0298 Date(s) Drilled: 08-12-04
<br />Notes: - Water level during drilling
<br />Water level in completed well
<br />Page 1 of 1
<br />Depth Sample
<br />ID
<br />Blows
<br />(per 6")
<br />PID
<br />(PPnl)
<br />Soil
<br />Symboll
<br />USCS Class and
<br />Soil Description
<br />Well
<br />Completion
<br />Well
<br />Description
<br />SM: Brown, dry, SILTY SAND; fine sand, 20% fines,
<br />\ no hydrocarbon (11C) odor.
<br />SP: Brown, dry to moist, POORLY GRADED SAND;
<br />\ 70 %fine, 30%medium sand, 10% fines, no HC odor /
<br />27,50-
<br />6"
<br />50-6"
<br />27, 50-K),T),_ SP: Brown, dry, POORLY GRADED SAND; 70 %fine,
<br />6" 30%medium sand, 10% fines, no I IC odor
<br />ML: Brown, moist, SILT; low toughness/low plasticity,
<br />no I IC odor.
<br />- - - SP: Tan, saturated, POORLY GRADED SAND; 30
<br />%fine, 40%medium, 30% coarse sand, no HC odor. /
<br />)% SP. POORLY GRADED SAND; heave into the auger -
<br />\ stem.
<br />50-6"
<br />50-6"
<br />50-6"
<br />50-6"
<br />50-6"
|