|
1 MW3- 10'
<br />MW3- 15'
<br />20 MW3-20'
<br />- 2 5 — MW3- 25'
<br />I -40 MW3- 40'
<br />65 , MW3- 65'
<br />=f- ML: Brown, moist, SILT; low toughness/low plasticity,
<br />\ no HC odor.
<br />CL: Brown, moist, CLAY; medium
<br />toughness/plasticity, no I-1C odor,
<br />gr.gat.\ .SP : no sample
<br />SP: Brown-Tan, saturated, POORLY GRAMM SAND;
<br />\ 20 %line, 50%medium, 30% coame sand, no 1.IC odor:
<br />Cement grout seal fmm
<br />0.5 to 40' bsg.
<br />Bentonite seal from 40'
<br />to 42' bsg.
<br />#3 sand from 42' to 64'
<br />bsg.
<br />Screen interval with
<br />(0.020) from 44' to 64'
<br />bsg.
<br />End cap at 64'.
<br />:':•: SM: Brown, moist, SILTY SAND; fine sand, 20%
<br />\ fines, no HC odor.
<br />\ _
<br />SM: Brown, moist, SILTY SAND; fine sand, 10%
<br />\ fines, no HC odor.
<br />:•: • :•
<br />5 — _ MW3- 5' 8,9,11
<br />- 3 0 MW3-30'
<br />MW3-35'
<br />- 45 M W3- 45'
<br />50 MW3-50'
<br />- 5 5
<br />-J MW3- 55'
<br />1
<br />_- MW3-60'
<br />9,11,12
<br />
<br />10,15,15 - - -
<br />4,14,17
<br />15,22,25
<br />18,21,27
<br />
<br />25,31,36 - - -
<br />25,35,36
<br />31,50-6"
<br />27,50-
<br />6"
<br />50-6"
<br />SM: Brown, moist, SILTY SAND; fine sand, 20%
<br />\ fines, no RC odor.
<br />ML: Brown, moist, SILT; low toughness/low plasticity,
<br />\ no FIC odor.
<br />ML: Red-Brown, moist, SILT; low toughness/low
<br />\ plasticity, no HC odor.
<br />. _
<br />: = ML: Brown, dry, SANDY SILT; fines, no hydrocarbon
<br />\ (I IC) odor.
<br />SP: Brown, dry, POORLY GRADED SAND; sand, silt,
<br />no I IC odor.
<br />• • ' • • • ' • • SM: Red-Brown, moist, Slay SAND; 80%fine and
<br />20%medium sand, 20% fines, no [IC odor.
<br />EL: ML: Brown, moist, SANDY SILT; low toughness/low
<br />\ plasticity, no HC odor.
<br />Advanced
<br />
<br />BORING LOG
<br />GeoEnvironmental, Inc.
<br />BOREHOLE NO.: MW-3
<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: CME95
<br />LODI, CALIFORNIA Logged By: DONNA SEXTON
<br />Reviewed By: WILLIAM Ll'ITLE
<br />Project No.: AGE-NC-97-0298 Date(s) Drilled: 08-14-04
<br />Notes: - Water level during drilling
<br />Page 1 of 1
<br />Water level in completed well
<br />Sample
<br />Depth I ID
<br />Blows
<br />(per 6")
<br />PID
<br />(PPrn)
<br />Soil
<br />Symbol
<br />USCS Class and Well
<br />Soil Description Completion
<br />Well
<br />Description
|