|
Advanced
<br />GeoEnvironmental, Inc.
<br />837 Shaw Road, Stockton, CA 95215
<br />(209) 467-1006 FAX: (209) 467-1118
<br />CAIN ELECTRICAL WORK
<br />230 NORTH CHURCH STREET
<br />LODI, CALIFORNIA
<br />Project:
<br />Site Location:
<br />Project No.:
<br />Notes: -
<br />AGE-NC-97-0298
<br />Drilling Co.:
<br />Rig/Auger Type:
<br />Logged By:
<br />Reviewed By:
<br />Date(s) Drilled:
<br />Cascade Drilling
<br />CME95
<br />DONNA SEXTON
<br />WILLIAM LITTLE
<br />08-14-04
<br />Water level during drilling
<br />Water level in completed well
<br />Blows RID Soil USCS Class and Well Well
<br />(per 6") (PPrn) Symbol Soil Description Completion Description Depth Sample i ID
<br />BORING LOG
<br />BOREHOLE NO.: MW-3
<br />TOTAL DEPTH: 65 Feet
<br />Page 1 of 1
<br />- — _
<br />- 1 0
<br />-20 --
<br />- 2 5 —
<br />-30-
<br />- 3
<br />-40
<br />-45
<br />-50
<br />- 55
<br />_
<br />-65
<br />MW3- 5'
<br />MW3- 10'
<br />MW3- 15'
<br />MW3- 20'
<br />MW3- 25'
<br />MW3- 30'
<br />MW3-35'
<br />MW3- 40'
<br />MW3- 45'
<br />MW3- 50'
<br />MW3-55'
<br />MW3-60'
<br />MW3- 65'
<br />8,9,11
<br />9,11,12
<br />10,15,15
<br />4,14,17
<br />15,22,25
<br />18,21,27
<br />25,31,36
<br />25,35,36
<br />31,50-6"
<br />27, 50-
<br />6"
<br />50-6"
<br />6.T.a 5 SP: Brown, dry, POORLY GRADED SAND; sand, silt,
<br />\ no 11C odor.
<br />"\ ML: Brown, dry, SANDY SILT; tines, no hydrocarbon
<br />(I IC) odor.
<br />Cement grout seal from
<br />0.5 to 40' hsg.
<br />Bentonite seal from 40'
<br />to 42' bsg.
<br />#3 sand from 42' to 64'
<br />I bag.
<br />Screen interval with
<br />(0.020) from 44' to 64'
<br />bag.
<br />End cap at 64'.
<br />SM: Brown, moist, SILTY SAND; fine sand, 20%
<br />\ fines, no HC odor.
<br />ML: Brown, moist, SILT; low toughness/low plasticity,
<br />\ no /IC odor.
<br />• • • • ' • ' • ' • SM: Red-Brown, moist, SILTY SAND; 80%finc and
<br />20%medium sand, 20% tines, no /IC odor.
<br />:3 ML: Red-Brown, moist, SILT; low toughness/low
<br />\ plasticity, no HC odor.
<br />' • • SM: Brown, moist, SILAY SAND; fine sand, 20%
<br />\ fines, no HC odor.
<br />ML: Brown, moist, SANDY SILT; low toughness/low
<br />\ plasticity, no HC odor.
<br />SM: Brown, moist, SILTY SAND; fine sand, 10%
<br />\ fines, no ITC odor.
<br />ML: Brown, moist, SILT; low toughness/low plasticity,
<br />no HC odor.
<br />- - CL: Brown, moist, CLAY; medium
<br />toughness/plasticity, no HC odor.
<br />;s0,12.\ SP: no sample
<br />SP: Brown-Tan, saturated, POORLY GRADHD SAND;
<br />\ 20 %fine, 50%medium, 30% coarse sand, no 11C odor. /
|