Demonstration of Steam Injection/Extraction Treatment
of a DNAPL Source Zone at Launch Complex 34
in Cape Canaveral Air Force Station
Final Innovative Technology Evaluation Report
Appendix B: Hydrogeologic Measurements
-------
B.I Data Analysis Methods and Results for the Slug Tests
Slug tests were performed on well clusters PA-13 and PA-14 within the resistive heating
plot for pre-demonstration and post-demonstration to determine if the remediation system
affected the permeability of the aquifer. The tests consisted of placing a pressure transducer and
1.5-inch-diameter by 5-ft-long solid PVC slug within the well. After the water level reached an
equilibrium, the slug was removed rapidly. Removal of the slug created approximately 1.6 ft of
change in water level within the well. Water level recovery was then monitored for 10 minutes
using a TROLL pressure transducer/data logger. The data was then downloaded to a notebook
computer. Replicate tests were performed for each well.
The recovery rates of the water levels were analyzed with the Bouwer (1989) and Bouwer and
Rice (1976) methods for slug tests in unconfmed aquifers. Graphs were made showing the
changes in water level versus time and curve fitted on a semi-logarithmic graph. The slope of the
fitted line then was used in conjunction with the well parameters to provide a value of the
permeability of the materials surrounding the well. Tests showed very high coefficient of
determinations (R2), with all R2s above 0.95. The results also showed a very good agreement
between the replicate tests. However, in wells PA-14S and PA-14I some unclear response was
observed, where the water levels never returned to the original levels or started decreasing again
after reaching equilibrium. It should be noted that during the demonstration, the wells became
pressurized, and some residual effects of the pressurization may still be present within the
resistive heating plot wells.
The tests are subject to minor variations. As such, a change of more than a magnitude of order
would be required to indicate a change in the permeability of the sediments. Keeping this in
mind, no tests showed a substantial change in permeability as shown on Table 1. However, five
of the six tests indicated a net increase in permeability. Overall, this would suggest that the
resistive heating plot technology had a small effect on the sediments in the test plot, increasing
the overall permeability of the plot, but not significantly.
Table 1. Slug Test Results in Resistive Heating Plot
1 Well
PA-13S
PA- 131
PA-13D
PA-14S
PA- 141
PA-14D
Predemo
14.1
2.4
1.1
10.3
4.1
1.9
Postdemo
17.4
1.2
5.4
23.6
11.4
7.3
Change
negligible
(slight decrease)
(slight increase)
(slight increase)
(slight increase)
(slight increase)
Response
excellent
good
excellent
excellent
good
good
Bouwer, H., and R.C. Rice, 1976, A slug test for determining hydraulic conductivity of
unconfmed aquifers with completely or partially penetrating wells, Water Resources Research,
v.!2,n.3, pp. 423-428.
Bouwer, H., 1989, The Bouwer and Rice slug test- an update, Ground Water, v. 27, n.3., pp. 304-
309.
-------
10
0.1
0.01
1E-3
0.0
Well PA-13S: Replicate A
log(Y)=-1.98293 *X +0.964174
Number of data points used = 43
Coef of determination, R-squared = 0.997411
2.0
4.0 6.0
Time (min)
8.0
10.0
Pre-demonstration Slug Test Results: Well PA-13S.
-------
10
Well PA-13S: Replicate B
0.1
0.01
log(Y) = -1.94256 *X +0.741316
Number of data points used = 43
Coef of determination, R-squared = 0.997351
1E-3
0.0
2.0
4.0 6.0
Time (min)
8.0
10.0
Pre-demonstration Slug Test Results: Well PA-13S.
-------
10
Well PA-131: Replicate A
0.1
0.01
log(Y) = -0.353858 *X + 0.83842
Number of data points used = 55
Coef of determination, R-squared = 0.999033
0.0
2.0
4.0 6.0
Time (min)
8.0
10.0
Pre-demonstration Slug Test Results: Well PA-131.
-------
10
Well PA-131: Replicate B
0.1
0.01
log(Y)= -0.307657 *X +0.691372
Number of data points used = 55
Coef of determination, R-squared = 0.999987
0.0
2.0
4.0 6.0
Time (min)
8.0
10.0
Pre-demonstration Slug Test Results: Well PA-131.
-------
10
Well PA-13D: Replicate A
0.1
0.01
0.0
2.0
log(Y) = -0.171006*X +0.118157
Number of data points used = 55
Coef of determination, R-squared = 0.993517
4.0 6.0
Time (min)
8.0
10.0
Pre-demonstration Slug Test Results: Well PA-13D.
-------
10
Well PA-13D: Replicate B
0.1
0.01
log(Y) = -0.143322 *X +0.275568
Number of data points used = 55
Coef of determination, R-squared = 0.997495
0.0
2.0
4.0 6.0
Time (min)
8.0
10.0
Pre-demonstration Slug Test Results: Well PA-13D.
-------
10
WellPA-14S: Replicate A
0.1
0.01
log(Y) = -1.41233 *X +0.252361
Number of data points used = 49
^ ^ Coef of determination, R-squared = 0.998784
1E-3
0.0
2.0
4.0 6.0
Time (min)
8.0
10.0
Pre-demonstration Slug Test Results: Well PA-14S.
-------
0.01
1E-3
0.0
WellPA-14S: Replicate B
2.0
log(Y) = -1.39995 * X + 0.886811
Number of data points used = 49
Coef of determination, R-squared = 0.998231
4.0 6.0
Time (min)
8.0
10.0
Pre-demonstration Slug Test Results: Well PA-14S.
-------
0.01
1E-3
0.0
WellPA-141: Replicate A
log(Y) =-0.559539 *X +0.915691
Number of data points used = 61
Coef of determination, R-squared = 0.999942
2.0
4.0 6.0
Time (min)
8.0
10.0
Pre-demonstration Slug Test Results: Well PA-14I.
-------
10
0.1
0.01
WellPA-141: Replicate B
1E-3
log(Y) = -0.548488 *X +0.912599
Number of data points used = 61
Coef of determination, R-squared = 0.999959
0.0
2.0
4.0 6.0
Time (min)
8.0
10.0
Pre-demonstration Slug Test Results: Well PA-14I.
-------
10
0.1
0.01
Well PA-14D: Replicate A
1E-3
log(Y) = -0.254923 *X + 0.735583
Number of data points used = 61
Coef of determination, R-squared = 0.999628
0.0
2.0
4.0 6.0
Time (min)
8.0
10.0
Pre-demonstration Slug Test Results: Well PA-14D.
-------
10
0.1
Well PA-13S: Replicate A
0.01
log(Y) = -2.02697 * X + 0.545215
Number of data points used = 41
Coef of determination, R-squared = 0.985149
1E-3
0.0
2.0
4.0 6.0
Time (min)
8.0
10.0
Post-demonstration Slug Test Results: Well PA-13S.
-------
10
WellPA-13S: Replicate B
0.1
0.01
log(Y) = -2.78622 * X + 0.505926
Number of data points used = 41
Coef of determination, R-squared = 0.997655
1E-3
0.0
2.0
4.0 6.0
Time (min)
8.0
10.0
Post-demonstration Slug Test Results: Well PA-13S.
-------
10
Well PA-131: Replicate A
0.1
0.01
log(Y) = -0.169602 *X +-1.6652
Number of data points used = 81
Coef of determination, R-squared = 0.9952
1E-3
0.0
2.0
4.0 6.0
Time (min)
8.0
10.0
Post-demonstration Slug Test Results: Well PA-131.
-------
10
Well PA-13D: Replicate A
0.1
0.01
»***••
1E-3
log(Y) =-0.71048 *X +0.0831976
Number of data points used = 81
Coef of determination, R-squared = 0.99875
0.0
2.0
4.0 6.0
Time (min)
8.0
10.0
Post-demonstration Slug Test Results: Well PA-13D.
-------
Well PA-13D: Replicate B
10
0.1
0.01
log(Y) = -0.769935 *X + 0.217578
Number of data points used = 81
Coef of determination, R-squared = 0.99874
1E-3
0.0
2.0
4.0 6.0
Time (min)
8.0
10.0
Post-demonstration Slug Test Results: Well PA-13D.
-------
10
Well PA-14S: Replicate A
0.1
0.01
1E-3
log(Y) = -3.51805 *X +0.599648
Number of data points used = 52
Coef of determination, R-squared = 0.996507
0.0
2.0
4.0 6.0
Time (min)
8.0
10.0
Post-demonstration Slug Test Results: Well PA-14S.
-------
10
Well PA-14S: Replicate B
0.1
0.01
1E-3
log(Y) = -2.9333 * X + 0.441391
Number of data points used = 53
Coef of determination, R-squared = 0.996215
0.0
2.0
4.0 6.0
Time (min)
8.0
10.0
Post-demonstration Slug Test Results: Well PA-14S.
-------
10
Well PA-141: Replicate A
0.1
0.01
log(Y) = -1.3265*X +0.445737
Number of data points used = 53
Coef of determination, R-squared = 0.988288
1E-3
0.0
2.0
4.0 6.0
Time (min)
8.0
10.0
Post-demonstration Slug Test Results: Well PA-141.
-------
10
Well PA-141: Replicate B
0.1
>
0.01
log(Y) = -1.79761 * X + 0.602004
Number of data points used = 60
Coef of determination, R-squared = 0.99645
1E-3
0.0
2.0
4.0 6.0
Time (min)
8.0
10.0
Post-demonstration Slug Test Results: Well PA-141.
-------
10
WellPA-14D: Replicate A
0.1
0.01
log(Y) = -1.05534 * X + 0.245772
Number of data points used = 60
Coef of determination, R-squared = 0.998873
1E-3
0.0
2.0
4.0 6.0
Time (min)
8.0
10.0
Post-demonstration Slug Test Results: Well PA-14D.
-------
0.1
0.01
WellPA-14D: Replicate B
log(Y) = -0.932522 *X +-0.100715
Number of data points used = 63
Coef of determination, R-squared = 0.999193
1E-3
0.0
2.0
4.0 6.0
Time (min)
8.0
10.0
Post-demonstration Slug Test Results: Well PA-14D.
-------
10.0
8.0 —
0.0
PA-1S
PA-11
PA-1D
PA-8I
Precipitation
7.0
— 6.0
0.0
8/11/99 10/10/99 12/9/99 2/7/00 4/7/00 6/6/00 8/5/00 10/4/00 12/3/00
"based on measurements at field mill 30 at Cape Canaveral Air Station
-------
B.2 Site Assessment Well Completion Diagrams for Shallow, Intermediate, and Deep Wells
WELL COMPLETION DIAGRAM
. ,. Putting Technology To Work
Project # G004065
Drilling Contractor-
Site LC34, CCAS
Rig Type and Drilling Method:
Direct Push
Reviewed by JRS
Depth Eeln.i Giouiiri j
Ground Surface
Driller.
24 ft
tz,
Well #: Shallow
Date: 1998^2001
Hydrogeologist:
JRS
Northing (NAD 83):
Easting (NAD 83):
Surface Elevation (NAVD 88):
Surface Completion:
Size: 7" 2'x2' Concrete Pad
Type: Water Tight Well Cover
Well Cap: Locking Well Plug
Well Casing:
Type: Stainless Steel
Diameter: 2"
Grout:
Type: Bentonite
I Well Screen:
| Type: Slotted Stainless Steel
I Amount: 3'
! Diameter: 2"
' SlotSize:0.010
NOT TO SCALE
-------
Jl
WELL COMPLETION DIAGRAM
. .. Putting Technology To Weak
Project #: G004065
Drilling Contractor:
Reviewed by: JRS
Depth Below Ground Surface
Site: LC34, CCAS
Rig Type and Drilling Method:
Direct Push
Driller:
1
Well #: Intermediate
Hydrogeologist:
JRS
Northing
-------
Jl
WELL COMPLETION DIAGRAM
. .. Putting Technology To Weak
Project #: G004065
Drilling Contractor:
Reviewed by: JRS
Depth Below Ground Surface
Site: LC34, CCAS
Rig Type and Drilling Method:
Direct Push
Driller:
45 ft E (turn t
[
Well #: Deep
Date: 1998-2001
Hydrogeologist:
JRS
Northing
-------
Surface Vault
Watertight Locking Well Cap
Concrete Apron, Finish at Grade
__
Bentonite Seal-
2-in.-diameter PVC Riser
.Stainless Steel Screened
Drive Point
A/07 TO SCALE
Figure 3-4.
PASC Grounihvater Monitoring Well Construction Diagram
CAPE CANAVERAL AIR STATION - FLORIDA
PROJECT G331505-11
1 DATE 12/98
DESIGNED BY
JS
DRAWN BY
VS
CHECKED BY
TL
-------
=Tfiii=rTfiii=FGround Surface ^pi^fin^
Figure 3-5,
PASC Monitoring Well Cluster Diagram
CAPE CANAVERAL AIR STATION - FLORIDA
-------
B.3 LC34 IDC Coring Logsheets for Site Assessment Wells
LC34 IDC Coring Logsheet
Date 2/17/99
Boring Diameter 2 3/8 in Total [
Casinq Outer Diameter 2 3/8 in Sand F
Casing Inner Diameter 1 7/8 in Sand F
Casinq Material stainless steel Grout
Screen Type stainless steel Grout
Screen Slot 0.010 Surfac
Screen Length 2 2/3 ft Drillinc
Screen Depth from 21.7 to 24.4 ft Driller
Lithologic Description
Post hole loose tan sands
No sampling, direct push.
B
L(
orina ID PA-1S
Dcation LC34 E. of ESB
Depth
Dack
Dack Depth from
Material
Depth
e Complel
1 Method
.c
fc
-------
LC34 IDC Coring Logsheet
Date 2/19/99
Borinq Diameter 2 3/8 in Total [
Casinq Outer Diameter 2 3/8 in Sand F
Casinq Inner Diameter 1 7/8 in Sand F
Casinq Material stainless steel Grout
Screen Type stainless steel Grout
Screen Slot 0.010 Surfac
Screen Lenqth 2 2/3 ft Drillinc
Screen Depth from 26.6 to 29.3 ft Driller
Lithologic Description
Post hole loose tan sands
No sampling, direct push.
B
L(
orina ID PA-11
Dcation LC34 E. of ESB
Depth
Dack
Dack Depth from
Material
Depth
e Complel
1 Method
f
Q
0-4
4-31
31 ft
...
to
ft
bentonite chips
from 2
to 3 ft
ion flush vault w/ concrete pad
0)
Q.
E
re
V)
—
—
CRT
John Hoqqatt
(0
o
V)
—
—
1
V
0)
6
PVC
riser
2 2/3 ft
screen
1 ft
sump
67/8
in. tip
Logged by: J Sminchak
Completion Date: 2/19/99
Construction Notes: Completion depths based on previous
borings in the area (LC34-B13).
llBattelle
. . . Putting Technology To Work
-------
LC34 IDC Coring Logsheet
Date 2/18/99
Borinq Diameter 2 3/8 in Total
Casinq Outer Diameter 2 3/8 in Sand
Casinq Inner Diameter 1 7/8 in Sand
Casinq Material stainless steel Grout
Screen Type stainless steel Grout
Screen Slot 0.010 Surfa
Screen Lenqth 2 2/3 ft Drillin
Screen Depth from 43.3 to 45.9 ft Grille
Lithologic Description
post hole to 4 ft bgs soil, loose tan sands
direct push, no sampling
gray fine sand, some silt <30%
direct push, no sampling
gray fine sand, some silt <30%
gray med to fine sand, shells 40%, some silts
gray fine to medium sand, 40-50%, some silts
gray med to fine sand, shells < 10%, some silts
gray med to fine sand, shells 40-50%, some silts
gray med to fine sand grading into more shell content >50% w/
some silts
B
L(
orina ID PA-1D
Dcation LC34, ESB
Depth
Pack
Pack Depth from
Material
Depth
ce Complel
g Method
f
0)
a
0-4
4-25
25-26.5
26.5-35
35-36
36-36.5
37-38.5
39.5-
39.8
39.8-
40.5
41-42.5
46.5 ft
...
to — ft
bentonite chips
from 2
to
3 ft
ion flush vault w/ concrete pad
0)
Q.
E
re
V)
—
—
PA-1D-
26.5
—
PA-1D-
36.5
PA-1D-
36.5
PA-1D-
38.5
PA-1D-
40.5
PA-1D-
40.5
PA-1D-
42.5
CPT
John Hoqqatt
(0
0
V)
D
—
—
SM
—
SM
SW
SW
SW
SW
SW
0)
k.
0)
+J
o
PVC
riser
Logged by: J Sminchak
Completion Date: 2/19/99
Construction Notes: soil sampling 2/18, left tip in hole overnight
and completed 2/19/99
tlBaffelle
. . . Putting Technology Jo Work
-------
LC34 IDC Coring Logsheet
Date 2/18/99
Lithologic Description
gray fine sands, some silts, shell frags finer sands + silts at
bottom of sample
fine silt and sands, gray, very little shell frags
silty gray clay, med. plasticity
Boring
Locatio
Q
43-44.5
44.5-
45.5
45.5-46
0)
Q.
re
V)
PA-1D-
44.5
PA-1D-
46
PA-1D-
46
D PA-1 D
n LC34 ESB
(0
o
V)
SM
ML
CL
1
V
II
0}
5
2 2/3 ft
screen
6 7/8 in.
tip
-------
LC34 IDC Coring Logsheet
Date 2/22/99
Borinq Diameter 2 3/8 in Total [
Casinq Outer Diameter 2 3/8 in Sand F
Casinq Inner Diameter 1 7/8 in Sand F
Casinq Material stainless steel Grout
Screen Type stainless steel Grout
Screen Slot 0.010 Surfac
Screen Lenqth 2 2/3 ft Drillinc
Screen Depth from 17.7 to 20.3 ft Driller
Lithologic Description
Post hole loose tan sands
No sampling, direct push.
B
L(
orina ID PA-2S
Dcation LC34, ESB
Depth
Dack
Dack Depth from
Material
Depth
e Complel
1 Method
f
Q
0-4
4-21
21 ft
...
to
ft
bentonite chips
from 2
to 3 ft
ion flush vault w/ concrete pad
0)
Q.
E
re
V)
—
—
CRT
John Hoqqatt
(0
o
V)
—
—
1
V
0)
I
PVC
riser
2 2/3 ft
screen
67/8
in. tip
Logged by: J Sminchak
Completion Date: 2/22/99
Construction Notes:
llBaltelle
. . . Putting Technology Jo Work
-------
LC34 IDC Coring Logsheet
Date 2/22/99
Borina Diameter 2 3/8 in Total [
Casinq Outer Diameter 2 3/8 in Sand F
Casinq Inner Diameter 1 7/8 in Sand F
Casinq Material stainless steel Grout
Screen Type stainless steel Grout
Screen Slot 0.010 Surfac
Screen Lenqth 2 2/3 ft Drillinc
Screen Depth from 23.7 to 26.3 ft Driller
Lithologic Description
post hole soil, loose tan sands
direct push, no sampling
B
L(
orina ID PA-21
Dcation LC34, ESB
Depth
Dack
Dack Depth from
Material
Depth
e Complel
1 Method
f
-------
LC34 IDC Coring Logsheet
Date 2/19/99
Borina Diameter 2 3/8 in Total
Casing Outer Diameter 2 3/8 in Sand
Casinq Inner Diameter 1 7/8 in Sand
Casing Material stainless steel Grout
Screen Type stainless steel Grout
Screen Slot 0.010 Surfa
Screen Length 2 2/3 ft Drillin
Screen Depth from 41.7 to 44.3 ft Drille
Lithologic Description
post hole to 4 ft bgs soil, loose tan sands
direct push, no sampling
medium to fine sand, gray, trace of shell material, wet
gray fine sand and silt, trace of shell material
no recovery
gray fine sand and silt, trace shell material
gray fine to medium sand, 20-30% shells, 10-20% silts
no recovery
gray silty fine sand, trace of shells
gray med to fine to med sand, 50-70% shells, some silts
B
L(
orina ID PA-2D
Dcation LC34, ESB
Depth
Pack
Pack Depth from
Material
Depth
ce Complel
g Method
f
-------
LC34 IDC Coring Logsheet
Date 2/20/99
Lithologic Description
gray medium to fine sands with abundant shell material
>70%
gray silty fine sand, little shell material
gray silty fine sand, little shell material 10-20%
graly clayey fine sand
gray clayey fine sand, shells <10%
gray fine to medium sand, shells <20%
gray fine silty sand, little % of shells
gray fine to medium sand, some silts
mostly shells and gray fine sand with trace of silt <10%
no recovery (piston on sampler jammed)
fine to med. gray sands, 30-40% shells
silty fine sand to med. sand, some shells
silty fine sand, little shells
clay, medium plasticity
medium to fine sand, mostly >75% gravel sized shell
material
gray silty fine sand, trace of shell material
gray fine silty sand, trace of shell material
fine sand, mostly shell frags, trace of silt
Boring
Locatio
.c
S.
-------
LC34 IDC Coring Logsheet
Date 2/20/99
Lithologic Description
fine silty gray sand, with 10-20% shells
clay, med plasticity
fine silty sand with abundant shell fragments
fine sand and silts, wet and loose, some shells 20%
Boring
Locatio
.c
fc
0)
a
41-41.5
41.5-
41.6
41.6-
42.5
43-44.5
-------
LC34 IDC Coring Logsheet
Date 2/24/99
Borinq Diameter 2 3/8 in Total [
Casing Outer Diameter 2 3/8 in Sand F
Casinq Inner Diameter 1 7/8 in Sand F
Casinq Material stainless steel Grout
Screen Type stainless steel Grout
Screen Slot 0.010 Surfac
Screen Lenqth 2 2/3 ft Drillinc
Screen Depth from 19.6 to 22.3 ft Driller
Lithologic Description
Post hole loose tan sands
No sampling, direct push.
B
L(
orina ID PA-3S
Dcation LC34, ESB
Depth
Dack
Dack Depth from
Material
Depth
e Complel
1 Method
+-
Q.
0)
Q
0-4
4-24
24 ft
...
to — ft
bentonite chips
from 2
to 3 ft
ion flush mount vault
-------
LC34 IDC Coring Logsheet
Date 2/24/99
Borinq Diameter 2 3/8 in Total [
Casinq Outer Diameter 2 3/8 in Sand F
Casinq Inner Diameter 1 7/8 in Sand F
Casinq Material stainless steel Grout
Screen Type stainless steel Grout
Screen Slot 0.010 Surfac
Screen Lenqth 2 2/3 ft Drillinc
Screen Depth from 26.1 to 28.7 ft Driller
Lithologic Description
post hole soil, loose tan sands
direct push, no sampling
B
L(
orina ID PA-31
Dcation LC34, ESB
Depth
Dack
Dack Depth from
Material
Depth
e Complel
1 Method
f
Q
0-4
4-30.3
30.3 ft
...
to
ft
bentonite chips
from 2
to 3 ft
ion flush mounted vault
0)
Q.
E
re
V)
—
—
CRT
John Hoqqatt
(0
o
V)
—
—
1
V
0)
6
PVC
riser
2 2/3 ft
screen
1 ft
sump
67/8
in. tip
Logged by: J Sminchak
Completion Date: 2/24/99
Construction Notes:
llBattelle
. . . Putting Technology To Work
-------
LC34 IDC Coring Logsheet
Date 2/23/99
Borinq Diameter 2 3/8 in Total
Casinq Outer Diameter 2 3/8 in Sand
Casinq Inner Diameter 1 7/8 in Sand
Casinq Material stainless steel Grout
Screen Type stainless steel Grout
Screen Slot 0.010 Surfa
Screen Lenqth 2 2/3 ft Drillin
Screen Depth from 42.2 to 44.8 ft Drille
Lithologic Description
post hole soil, loose tan sands
direct push, no sampling
fine silty sand, gray, 10% shells
abundant shells and medium to fine gray sands
fine gray silty sand, trace shells
fine to medium gray sand, 20% shell fragments
fine gray sand, some silts <10% and shells <10%
fine gray sand, some silts 10-20% and shell material <10%
fine gray sand, some silts and shell and shell material
fine gray sand, little silt, 20-30% shell (wet)
B
L(
orina ID PA-3D
Dcation LC34, ESB
Depth
Pack
Pack Depth from
Material
Depth
ce Complel
g Method
.c
S.
-------
LC34 IDC Coring Logsheet
Date 2/23/99
Lithologic Description
shelly layer, mostly shells and fine sand and silts (wet)
shelly layer, mostly shells and fine sand and silts (wet)
fine silty/clayey sand, trace of shells
abundant shells and fine gray sands and silts 20-30%
fine silty sand and 20-30% shells
fine silty sand and 20-30% shells
mostly shells and gray fine sand (20%)
mostly shells and gray fine sand (20%)
clayey fine sand, med-low plasticity
abundant shells, fine sands and silts 20-30%, loose wet
abundant shells, fine sands and silts 20-30%, loose wet
abundant shells, fine sands and silts 20-30%, loose wet
fine silty sand and small amount of shells 10%
fine sand and shell frag 20% wet and loose
gray clay with some silt and fine sand, med-low plasticity
Boring
Locatio
.c
S.
-------
LC34 IDC Coring Logsheet
Date 2/26/99
Borinq Diameter 2 3/8 in Total [
Casinq Outer Diameter 2 3/8 in Sand F
Casinq Inner Diameter 1 7/8 in Sand F
Casinq Material stainless steel Grout
Screen Type stainless steel Grout
Screen Slot 0.010 Surfac
Screen Lenqth 2 2/3 ft Drillinc
Screen Depth from 17.7 to 20.4 ft Driller
Lithologic Description
Post hole soil and loose tan sands
No sampling, direct push.
B
L(
orina ID PA-4S
Dcation LC34, ESB
Depth
Dack
Dack Depth from
Material
Depth
e Complel
1 Method
Q
0-4
4-22
22 ft
...
to
ft
bentonite chips
from 2
to 3 ft
ion flush mount vault
0)
Q.
re
V)
—
—
CRT
John Hoqqatt
(0
o
V)
—
—
1
V
0}
5
PVC
riser
2 2/3 ft
screen
1 ft
sump
67/8
in. tip
Logged by: J Sminchak
Completion Date: 2/26/99
Construction Notes:
llBattelle
. . . Putting Technology To Work
-------
LC34 IDC Coring Logsheet
Date 2/26/99
Borinq Diameter 2 3/8 in Total [
Casinq Outer Diameter 2 3/8 in Sand F
Casinq Inner Diameter 1 7/8 in Sand F
Casinq Material stainless steel Grout
Screen Type stainless steel Grout
Screen Slot 0.010 Surfac
Screen Lenqth 2 2/3 ft Drillinc
Screen Depth from 23.7 to 26.4 ft Driller
Lithologic Description
post hole soil and loose tan sands
direct push, no sampling
B
L(
orina ID PA-41
Dcation LC34, ESB
Depth
Dack
Dack Depth from
Material
Depth
e Complel
1 Method
f
Q
0-4
4-28
28 ft
...
to
ft
bentonite chips
from 2
to 3 ft
ion flush mount vault
0)
Q.
E
re
V)
—
—
CRT
John Hoqqatt
(0
o
V)
—
—
1
V
0)
6
PVC
riser
2 2/3 ft
screen
1 ft
sump
67/8
in. tip
Logged by: J Sminchak
Completion Date: 2/26/99
Construction Notes:
llBaffelle
. . . Putting Technology Jo Work
-------
LC34 IDC Coring Logsheet
Date 2/25/99
Boring Diameter 2 3/8 in Total
Casinq Outer Diameter 2 3/8 in Sand
Casing Inner Diameter 1 7/8 in Sand
Casinq Material stainless steel Grout
Screen Type stainless steel Grout
Screen Slot 0.010 Surfa
Screen Length 2 2/3 ft Drillin
Screen Depth from 43.2 to 45.9 ft Grille
Lithologic Description
post hole soil, loose tan sands
direct push, no sampling
silty fine gray sand with 10-20% shells
abundant shell frags, some silty fine sand
silty fine to medium gray sand, 20-30% shells
fine gray sand, with little silt and shells <5%
fine gray sand with more silt 10-20%
fine gray sand, with silt 10% and some shell material (well
sorted)
fine gray sand, with silt 10% and some shell material (well
sorted)
fine gray sand with 5% silt and shells, well sorted
B
L(
orina ID PA-4D
Dcation LC34, ESB
Depth
Pack
Pack Depth from
Material
Depth
ce Complel
g Method
.c
fc
-------
LC34 IDC Coring Logsheet
Date 2/23/99
Lithologic Description
fine gray sand and 40% shells with some silts
silty fine gray sand, some clay
fine to med sand with abundant shell material
gray silty sand
wet silty fine sand with 20% shells
wet silty fine sand with 10-20% shells
abundant shells with gray fine silty sand (10%)
abundant shells with gray fine silty sand (10%), wet
abundant shells with gray fine silty sand (10%), wet
silty gray sand, some shells
no recovery
abundant shells with gray silty sand
fine silty gray sand with 40-50% shells
sandy clay with some shells med-low plasticity
abundant shells with fine gray silty sand 30-40%
abundant shells with fine gray silty sand 30%
silty gray fine sand
clayey sand and silt, some shells
sandy clay, some shell material
Boring
Locatio
.c
S.
-------
LC34 IDC Coring Logsheet
Date 3/1/99
Borinq Diameter 2 3/8 in Total [
Casinq Outer Diameter 2 3/8 in Sand F
Casinq Inner Diameter 1 7/8 in Sand F
Casinq Material stainless steel Grout
Screen Type stainless steel Grout
Screen Slot 0.010 Surfac
Screen Lenqth 2 2/3 ft Drillinc
Screen Depth from 13.7 to 16.3 ft Driller
Lithologic Description
Post hole loose tan sands
No sampling, direct push.
B
Location
orina ID PA-5S
LC34, ESB
Depth
Dack
Dack Depth from
Material
Depth
e Complel
1 Method
.c
S.
-------
LC34 IDC Coring Logsheet
Date 3/1/99
Borinq Diameter 2 3/8 in Total [
Casinq Outer Diameter 2 3/8 in Sand F
Casinq Inner Diameter 1 7/8 in Sand F
Casinq Material stainless steel Grout
Screen Type stainless steel Grout
Screen Slot 0.010 Surfac
Screen Lenqth 2 2/3 ft Drillinc
Screen Depth from 17.8 to 20.4 ft Driller
Lithologic Description
post hole soil and loose tan sands
direct push, no sampling
B
Location
orina ID PA-51
LC34, ESB
Depth
Dack
Dack Depth from
Material
Depth
e Complel
1 Method
Q
0-4
4-22
22 ft
...
to
ft
bentonite chips
from 2
to 3 ft
ion flush mount vault
0)
Q.
re
V)
—
—
CRT
John Hoqqatt
(0
o
V)
—
—
1
V
0}
5
PVC
riser
2 2/3 ft
screen
1 ft
sump
67/8
in. tip
Logged by: J Sminchak
Completion Date: 3/1/99
Construction Notes:
llBaireiie
. . . Putting Technology To Work
-------
LC34 IDC Coring Logsheet
Date 2/26/99
Borinq Diameter 2 3/8 in Total
Casing Outer Diameter 2 3/8 in Sand
Casinq Inner Diameter 1 7/8 in Sand
Casinq Material stainless steel Grout
Screen Type stainless steel Grout
Screen Slot 0.010 Surfa
Screen Lenqth 2 2/3 ft Drillin
Screen Depth from 42.2 to 44.9 ft Grille
Lithologic Description
post hole soil, loose tan sands
direct push, no sampling
fine gray sand with 20-30% shell material
mostly shell frags with 20-30% fine gray sand
well graded yellowish-orange fine sand with dark brown
mottling (no shells gray plug)
gray silty fine sand, well sorted, trace of shell frags
well graded yellowish-orange fine sand with dark brown
mottling
gray silty fine sand in plug of sampler
gray silty fine sand, trace of shell fragments
gray silty fine sand, trace of shell fragments
B
L(
orina ID PA-5D
Dcation LC34, ESB
Depth
Pack
Pack Depth from
Material
Depth
ce Complel
g Method
.c
fc
0)
a
0-5
5-15
15-15.7
15.7-
16.5
17-18.5
19-20. 5
21-22.3
22.3-
22.5
23-24.5
25-26.5
45.6 ft
...
to — ft
bentonite chips
from 2
to 3 ft
ion flush mount vault
-------
LC34 IDC Coring Logsheet
Date 2/27/99
Lithologic Description
silty fine gray sand, trace of shell fragments
silty fine gray sand, 10% shells
yellowish-orange fine to medium sand w/ abundant shells
(sluff?)
silty fine gray sand, trace of shell fragments
abundant shell fragments and fine gray sand, trace silt
yellowish orange fine to med. sand w/ abundant shells
silty fine gray sand, trace shell frags
abundant shells frags, and gray fine sand, trace silt
silty fine gray sand, trace of clay and shell frags
silty gray clay low plasticity, trace sand
abundant shells, trace of fine silty sand (10%)
silty gray clay, trace shells med-low plasticity, (1-2" stiff gray
plug)
clayey gray silt, shells 10-20%
silty gray clay, trace shells med-low plasticity
silty-clayey fine sand and shell frags
silty gray clay, trace shells med-low plasticity
silty fine sand, mostly shells 60-80%
sandy silty gray clay with trace of shell ftags. (some
stiffness)
silty sandy gray shell frags and shells (75% shells)
gray fine sand, trace of silt and shells but overall well sorted
gray sandy clay, trace of shells
Boring
Locatio
.c
fc
-------
LC34 IDC Coring Logsheet
Date 7/12/99
Borina Diameter 21/2 in Total [
Casinq Outer Diameter 2 1/2 in Sand F
Casinq Inner Diameter 2 in Sand F
Casinq Material stainless steel Grout
Screen Type stainless steel, slotted Grout
Screen Slot 0.010 Surfac
Screen Lenqth 3 ft Drillinc
Screen Depth from 23 to 26 ft Driller
Lithologic Description
Direct push- no sampling
B
L(
Depth
Dack
Dack Dept
Material
Depth
e Complel
1 Method
f
k.
0)
I
PVC
Riser
3ft
screen
0.5ft
tip
Logged by: L. Gumming
Completion Date: 7/12/99
Construction Notes:
llBaltelle
. . . Putting Technology Jo Work
-------
LC34 IDC Coring Logsheet
Date 3/2/99
Borina Diameter 2 3/8 in Total [
Casinq Outer Diameter 2 3/8 in Sand F
Casinq Inner Diameter 1 7/8 in Sand F
Casinq Material stainless steel Grout
Screen Type stainless steel Grout
Screen Slot 0.010 Surfac
Screen Lenqth 2 2/3 ft Drillinc
Screen Depth from 23.5 to 26.2 ft Driller
Lithologic Description
post hole soil and loose tan sands (tar/rock layer at 2 1/4 ft)
direct push, no sampling
B
Location
orina ID PA-61
LC34, ESB
Depth
Dack
Dack Depth from
Material
Depth
e Complel
1 Method
f
-------
LC34 IDC Coring Logsheet
Date 3/1/99
Borinq Diameter 2 3/8 in Total
Casinq Outer Diameter 2 3/8 in Sand
Casinq Inner Diameter 1 7/8 in Sand
Casinq Material stainless steel Grout
Screen Type stainless steel Grout
Screen Slot 0.010 Surfa
Screen Lenqth 2 2/3 ft Drillin
Screen Depth from 42 to 44.6 ft Drille
Lithologic Description
post hole soil, loose tan sands
direct push, no sampling
fine gray sand, well sorted, trace of shell material and silts
fine gray sand, well sorted, trace of shell material and silts
fine gray sand, (30-40%) shell fragments
fine gray sand with some silt (<10%) and trace shell frag
fine gray sand with some shell frag (10-15%) and trace silt
gray silt with fine sand
no recovery
fine gray silty fine sand, trace of shell fragments
B
Location
orina ID PA-6D
LC34, ESB
Depth
Pack
Pack Depth from
Material
Depth
ce Complel
g Method
f
-------
LC34 IDC Coring Logsheet
Date 3/2/99
Lithologic Description
silty fine gray sand, trace of shell fragments
gray fine sand with 30-40% shell fragments
gray sandy silt, trace of shell fragments
gray sandy silt, trace of shell fragments
fine gray sand with 30-40% shell frags, trace silt
gray sandy silt, trace of shell fragments
gray sandy silt, trace of shell fragments
abundant shells frags, and gray fine silty sand
abundant shells frags, and gray fine silty sand
silty fine gray sand, trace shell frags
silty sandy clay, low plast.
clayey, silty sand w/ shell material 20%
abundant shells w/ silty-fine sands
silty clayey fine sand w/ 10-20% shell frags
abundant large shells + frags in a silty clayey matirix
clayey silt and fine sand with 20-30% shell frags
silty fine gray sand with 10-20% shell frags
sandy clay with trace of shell ftags.
Boring
Locatio
.c
fc
-------
LC34 IDC Coring Logsheet
Date 3/3/99
Borinq Diameter 2 3/8 in Total [
Casinq Outer Diameter 2 3/8 in Sand F
Casinq Inner Diameter 1 7/8 in Sand F
Casinq Material stainless steel Grout
Screen Type stainless steel Grout
Screen Slot 0.010 Surfac
Screen Lenqth 2 2/3 ft Drillinc
Screen Depth from 19 to 21.6 ft Driller
Lithologic Description
Post hole loose tan sands
No sampling, direct push.
fine gray sand, some shell fragments + silts
fine gray sand, well sorted, trace shells
shell fragments and fine to medium gray sands
abundant shell fragments and fine to coarse gray sands
Loqqed bv: J Sminchak
Completion Date: 3/3/99
f^nnctri iH-inn Mntoc-
Bori
Location
Depth
Dack
Dack Depth
Material
Depth
e Completior
I Method
f
-------
LC34 IDC Coring Logsheet
Date 3/8/99
Borina Diameter 2 3/8 in Total [
Casinq Outer Diameter 2 3/8 in Sand F
Casinq Inner Diameter 1 7/8 in Sand F
Casinq Material stainless steel Grout
Screen Type stainless steel Grout
Screen Slot 0.010 Surfac
Screen Lenqth 2 2/3 ft Drillinc
Screen Depth from 23.6 to 26.2 ft Driller
Lithologic Description
saw 2" asphalt, post hole loose tan sands
direct push, no sampling
B
Location
orina ID PA-71
LC34, ESB
Depth
Dack
Dack Depth from
Material
Depth
e Complel
1 Method
f
-------
LC34 IDC Coring Logsheet
Date 3/5/99
Boring Diameter 2 3/8 in Total
Casinq Outer Diameter 2 3/8 in Sand
Casing Inner Diameter 1 7/8 in Sand
Casinq Material stainless steel Grout
Screen Type stainless steel Grout
Screen Slot 0.010 Surfa
Screen Length 2 2/3 ft Drillin
Screen Depth from 41.3 to 43.9 ft Grille
Lithologic Description
saw 2 " asphalt, post hole soil, loose tan sands
direct push, no sampling, continue from PA-7S
fine gray sand, w/ some silts and trace of shell material
fine gray silty sand 10% shell material
shelly fine gray sand
fine gray sand, trace shell frags, well sorted
sandy gray silt, trace shell frags
silty fine gray sand, trace shell frags
fine gray sand, 5% shells, well sorted
silty fine gray sand, trace of shell fragments
B
Location
orina ID PA-7D
LC34, ESB
Depth
Pack
Pack Depth from
Material
Depth
ce Complel
g Method
.c
fc
-------
LC34 IDC Coring Logsheet
Date 3/5/99
Lithologic Description
silty fine gray sand, trace of shell fragments
abundant shells + fragments with silty gray fine sand
abundant coarse shells + frag with fine sand, some silts
silty fine gray sand, trace shell frags
shell frags in silty clay matrix (very slight to no stiffness)
shell fragments in clayey matirx, low plasticity
light gray fine sand, trace shells
abundant shells (70%) in silty fine gray sand matrix
gray silty fine sand, trace shells (10-15%)
yellowish brown tan fine sand, trace shells
gray fine to med sand, trace shells
clayey sand, some stiffness, silty
sandy gray clay, med plasticity
Boring
Locatio
.c
S.
-------
LC34 IDC Coring Logsheet
Date 3/3/99
Borina Diameter 2 3/8 in Total [
Casinq Outer Diameter 2 3/8 in Sand F
Casinq Inner Diameter 1 7/8 in Sand F
Casinq Material stainless steel Grout
Screen Type stainless steel Grout
Screen Slot 0.010 Surfac
Screen Lenqth 2 2/3 ft Drillinc
Screen Depth from 15.8 to 18.4ft Driller
Lithologic Description
Post hole loose tan sands
No sampling, direct push.
B
Location
orina ID PA-8S
LC34, ESB
Depth
Dack
Dack Depth from
Material
Depth
e Complel
1 Method
f
-------
LC34 IDC Coring Logsheet
Date 3/8/99
Borina Diameter 2 3/8 in Total [
Casinq Outer Diameter 2 3/8 in Sand F
Casinq Inner Diameter 1 7/8 in Sand F
Casinq Material stainless steel Grout
Screen Type stainless steel Grout
Screen Slot 0.010 Surfac
Screen Lenqth 2 2/3 ft Drillinc
Screen Depth from 23.6 to 26.2 ft Driller
Lithologic Description
saw 2" asphalt, post hole loose tan sands
direct push, no sampling
B
Location
orina ID PA-81
LC34, ESB
Depth
Dack
Dack Depth from
Material
Depth
e Complel
1 Method
f
-------
LC34 IDC Coring Logsheet
Date 3/4/99
Borinq Diameter 2 3/8 in Total
Casinq Outer Diameter 2 3/8 in Sand
Casinq Inner Diameter 1 7/8 in Sand
Casinq Material stainless steel Grout
Screen Type stainless steel Grout
Screen Slot 0.010 Surfa
Screen Lenqth 2 2/3 ft Drillin
Screen Depth from 42.3 to 44.9 ft Drille
Lithologic Description
saw 2 " asphalt, post hole soil, loose tan sands
direct push, no sampling
fine gray sand, well sorted, trace of shell frags
coarse shell fragments (90%) and fine gray sand trace silt
fine gray sand, well sorted, 5-10% shell frags.
silty fine gray sand, 5-10% shell frags
yellowish brown fine sand and shell fragments
clayey gray silt with some fine sand
silty fine gray sand with 5% shells
silty fine gray sand with 5% shells
B
Location
orina ID PA-8D
LC34, ESB
Depth
Pack
Pack Depth from
Material
Depth
ce Complel
g Method
f
-------
LC34 IDC Coring Logsheet
Date 3/4/99
Lithologic Description
sandy silty gray clay
sandy silty gray clay
clayey-silty fine sand with some shell frags (5%)
silty fine gray sand
abundant shells w/ silty fine gray sand
mostly shells/fragments with in silty fine gray sands (30-
40%)
silty fine gray sand with 20% coarse shell frag
mostly shells with silty fine gray sand
gray silty fine sand with trace shell frags
silty-clayey fine sand, trace shells
silty clayey fine sand wi 10-20% shells +fragments
shells, shell frags in silty clayey matirx
fine gray to brown sand, trace of shell fragments
silty clayey fine sand w/ 10-20% shells
sandy-silty clay
silty clayey fine sand w/ 30% shells + shell frags
gray silty sand with 20-30% shell frags
clayey sitl and fine sand
sandy gray clay, med-low plasticity
Boring
Locatio
.c
fc
0)
a
28.3-
28.5
29-29.3
29.3-
30.5
31-31.1
31.1-
31.3
31.3-
32.5
33-33.4
33.4-
33.8
33.8-
34.5
35-35.6
35.6-
36.5
37-38.5
39-39.7
39.7-
40.3
40.3-
40.5
41-42.5
43-44
44-44.5
44.7-
45.7
-------
LC34 IDC Coring Logsheet
Date 3/8/99
Borinq Diameter 2 3/8 in Total [
Casing Outer Diameter 2 3/8 in Sand F
Casinq Inner Diameter 1 7/8 in Sand F
Casinq Material stainless steel Grout
Screen Type stainless steel Grout
Screen Slot 0.010 Surfac
Screen Lenqth 2 2/3 ft Drillinc
Screen Depth from 18.5 to 21.1 ft Driller
Lithologic Description
Post hole soil, loose tan sands
No sampling, direct push.
B
Location
orina ID PA-9S
LC34, ESB
Depth
Dack
Dack Depth from
Material
Depth
e Complel
1 Method
+-
Q.
0)
Q
0-6
6-22.7
22.7 ft
...
to — ft
bentonite chips
from 2
to 3 ft
ion flush mount vault
CRT
John Hoqqatt
-------
LC34 IDC Coring Logsheet
Date 3/8/99
Borina Diameter 2 3/8 in Total [
Casinq Outer Diameter 2 3/8 in Sand F
Casinq Inner Diameter 1 7/8 in Sand F
Casinq Material stainless steel Grout
Screen Type stainless steel Grout
Screen Slot 0.010 Surfac
Screen Lenqth 2 2/3 ft Drillinc
Screen Depth from 23.6 to 26.2 ft Driller
Lithologic Description
saw 2" asphalt, post hole loose tan sands
direct push, no sampling
B
Location
orina ID PA-91
LC34, ESB
Depth
Dack
Dack Depth from
Material
Depth
e Complel
1 Method
f
-------
LC34 IDC Coring Logsheet
Date 3/6/99
Borinq Diameter 2 3/8 in Total
Casinq Outer Diameter 2 3/8 in Sand
Casinq Inner Diameter 1 7/8 in Sand
Casinq Material stainless steel Grout
Screen Type stainless steel Grout
Screen Slot 0.010 Surfa
Screen Lenqth 2 2/3 ft Drillin
Screen Depth from 41.8 to 44.4 ft Drille
Lithologic Description
post hole soil, loose tan sands
direct push, no sampling
coarse shell fragments and coarse gray sand
fine gray sand, trace shell frags, well sorted
fine gray sand, well sorted, trace shell frags.
fine gray sand, well sorted, trace shell frags.
fine gray sand, well sorted, trace shell frags.
light gray fine to med sand and 5-10% shell frags
light gray fine to med. sand w/ abundant shells + frags (30-
50%)
light gray fine silty sand, trace shell frags
B
Location
orina ID PA-9D
LC34, ESB
Depth
Pack
Pack Depth from
Material
Depth
ce Complel
g Method
f
-------
LC34 IDC Coring Logsheet
Date 3/6/99
Lithologic Description
silty gray fine sand, trace of shells
silty gray fine sand, trace of shells
silty clayey fine sand w/ 30% shells
mostly shells in a silty fine sand matrix
silty fine sand, trace shells
abundant shells in silty fine gray sand matrix
silty clayey fine gray sand with 20-30% shells
abundant shells (75%) in a silty matrix w/ fine sand
gray clay, trace sands
gray sandy silt with 10-20% shells
silty fine sand well sorted
silty fine sand well sorted
gray silt with shells 30-40%
sandy clay with 10% shells
silty fine sand, trace shells
abundant shells + shell frags (70%) w/ silty fine sand
sandy clay, trace shells
shells in silty fine sand matrix
sandy gray clay, low plasticity
Boring
Locatio
.c
fc
-------
LC34 IDC Coring Logsheet
Date 3/18/99
Borinq Diameter 3 1/2 in Total [
Casing Outer Diameter 2 3/8 in Sand F
Casinq Inner Diameter 1 7/8 in Sand F
Casinq Material stainless steel Grout
Screen Type stainless steel Grout
Screen Slot 0.010 Surfac
Screen Lenqth 3 ft Drillinc
Screen Depth from 18 to 21 ft Driller
Lithologic Description
cement saw 8" concrete, hand-auger loose tan sands
No sampling, direct push.
B
L(
orina ID PA-10S
Dcation LC34, ESB
Depth
Dack
Dack Depth from
Material
Depth
e Complel
1 Method
+-
Q.
0)
Q
0-6
6-22.5
22.5 ft
...
to — ft
bentonite
from to
ft
ion flush mount vault
-------
LC34 IDC Coring Logsheet
Date 3/18/99
Borina Diameter 3 1/2 in Total [
Casinq Outer Diameter 2 3/8 in Sand F
Casinq Inner Diameter 1 7/8 in Sand F
Casinq Material stainless steel Grout
Screen Type stainless steel Grout
Screen Slot 0.010 Surfac
Screen Lenqth 3 ft Drillinc
Screen Depth from 23.5 to 26.5 ft Driller
Lithologic Description
cement drill 8" concrete, hand-auger loose tan sands
No sampling, direct push.
B
L(
orina ID PA-101
Dcation LC34, ESB
Depth
Dack
Dack Depth from
Material
Depth
e Complel
1 Method
f
-------
LC34 IDC Coring Logsheet
Date 3/18/99
Boring Diameter 3 1/2 in Total
Casinq Outer Diameter 2 3/8 in Sand
Casing Inner Diameter 1 7/8 in Sand
Casinq Material stainless steel Grout
Screen Type stainless steel Grout
Screen Slot 0.010 Surfa
Screen Length 3 ft Drillin
Screen Depth from 40.5 to 43.5 ft Grille
Lithologic Description
cement drill 8", hand auger loose tan sands
direct push, no sampling
no recovery
no recovery
silty fine gray sand, trace (5-10%) shell frags.
silty fine gray sand, trace (5-10%) shell frags.
silty fine gray sand, trace (5-10%) shell frags.
silty fine gray sand, trace (5-10%) shell frags.
skip two ft to prevent sluff from entering sampler
coarse shell frags (70%) in silty fine gray sand matrix
B
L(
orina ID PA-10D
Dcation LC34, ESB
Depth
Pack
Pack Depth from
Material
Depth
ce Complel
g Method
.c
fc
-------
LC34 IDC Coring Logsheet
Date 3/18/99
Lithologic Description
abundant whole shells (70%) in silty fine sand matrix
abundant whole shells (70%) in silty fine sand matrix
abundant whole shells (70%) in silty fine sand matrix
—
skip two ft
coarse shell frags (75%) in gray silty sand matrix
silty-clayey fine gray sand with 30% shells (slight stiffness)
abundant shells in gray fine sand
sampler jammed, no further recovery
Boring
Locatio
.c
fc
0)
a
31-32.5
32.5-34
34-36
—
—
38-39
39-40
40-42.5
—
-------
LC34 IDC Coring Logsheet
Date 3/19/99
Boring Diameter 3 1/2 in Total [
Casinq Outer Diameter 2 3/8 in Sand F
Casing Inner Diameter 1 7/8 in Sand F
Casing Material stainless steel Grout
Screen Type stainless steel Grout
Screen Slot 0.010 Surfac
Screen Length 3 ft Drillinc
Screen Depth from 18 to 21 ft Driller
Lithologic Description
cement drill 8" cement, hand-auger loose tan sands
No sampling, direct push.
B
L(
orina ID PA-11S
Dcation LC34, ESB
Depth
Dack
Dack Depth from
Material
Depth
e Complel
1 Method
f
0)
a
0-6
6-22.5
22.5 ft
...
to — ft
bentonite
from to
ft
ion flush mount vault
0)
Q.
E
re
V)
—
—
pneumatic hammer
Rob Hancock (PSD
(0
0
V)
D
—
—
0)
V
k.
0)
+J
o
PVC
riser
3ft
screen
1.5ft
sump
and tip
Logged by: J Sminchak
Completion Date: 3/19/99
Construction Notes:
llBaiteiie
. . . Putting Technology To Work
-------
LC34 IDC Coring Logsheet
Date 3/19/99
Borina Diameter 3 1/2 in Total [
Casinq Outer Diameter 2 3/8 in Sand F
Casinq Inner Diameter 1 7/8 in Sand F
Casinq Material stainless steel Grout
Screen Type stainless steel Grout
Screen Slot 0.010 Surfac
Screen Lenqth 3 ft Drillinc
Screen Depth from 23.5 to 26.5 ft Driller
Lithologic Description
cement saw 8" concrete, hand-auger loose tan sands
No sampling, direct push.
B
L(
orina ID PA-111
Dcation LC34, ESB
Depth
Dack
Dack Depth from
Material
Depth
e Complel
1 Method
f
-------
LC34 IDC Coring Logsheet
Date 3/20/99
Boring Diameter 3 1/2 in Total
Casinq Outer Diameter 2 3/8 in Sand
Casing Inner Diameter 1 7/8 in Sand
Casinq Material stainless steel Grout
Screen Type stainless steel Grout
Screen Slot 0.010 Surfa
Screen Length 3 ft Drillin
Screen Depth from 41.0 to 43.5 ft Grille
Lithologic Description
cement drill 8", hand auger loose tan sands
direct push, no sampling
no recovery
no recovery
silty fine gray sand, trace (5-10%) shell frags.
silty fine gray sand, trace (5-10%) shell frags.
silty fine gray sand, trace (5-10%) shell frags.
silty fine gray sand, trace (5-10%) shell frags.
skip two ft to prevent sluff from entering sampler
coarse shell frags (70%) in silty fine gray sand matrix
B
L(
orina ID PA-11D
Dcation LC34, ESB
Depth
Pack
Pack Depth from
Material
Depth
ce Complel
g Method
.c
fc
-------
LC34 IDC Coring Logsheet
Date 3/20/99
Lithologic Description
coarse grained shell frags (90%) w/ fine gray sand
silty fine gray sand, some clay and shell frags
abundant shells in silty fine gray sand matrix
silty fine gray sand, some clay 5% ans 10-30% shells
abundant shells in silty fine gray sand matrix
silty fine gray sand w/ 30-50% shell frags (coarse)
silty fine gray sand, wet, trace shells
shell hach (5% silty fine gray sand)
sampler jammed, no further recovery
Boring
Locatio
.c
fc
-------
LC34 IDC Coring Logsheet
Date 3/21/99
Borinq Diameter 3 1/2 in Total [
Casinq Outer Diameter 2 3/8 in Sand F
Casinq Inner Diameter 1 7/8 in Sand F
Casinq Material stainless steel Grout
Screen Type stainless steel Grout
Screen Slot 0.010 Surfac
Screen Lenqth 3 ft Drillinc
Screen Depth from 18 to 21 ft Driller
Lithologic Description
cement drill 8" concrete, hand auger loose tan to brown sands
No sampling, direct push.
B
L(
orina ID PA-12S
Dcation LC34, ESB
Depth
Dack
Dack Depth from
Material
Depth
e Complel
1 Method
.c
S.
-------
LC34 IDC Coring Logsheet
Date 3/21/99
Borina Diameter 3 1/2 in Total [
Casinq Outer Diameter 2 3/8 in Sand F
Casinq Inner Diameter 1 7/8 in Sand F
Casinq Material stainless steel Grout
Screen Type stainless steel Grout
Screen Slot 0.010 Surfac
Screen Lenqth 3 ft Drillinc
Screen Depth from 24 to 27 ft Driller
Lithologic Description
cement drill 8" concrete, hand-auger loose tan sands
No sampling, direct push.
B
L(
orina ID PA-121
Dcation LC34, ESB
Depth
Dack
Dack Depth from
Material
Depth
e Complel
1 Method
f
-------
LC34 IDC Coring Logsheet
Date 3/22/99
Borinq Diameter 3 1/2 in Total
Casing Outer Diameter 2 3/8 in Sand
Casinq Inner Diameter 1 7/8 in Sand
Casinq Material stainless steel Grout
Screen Type stainless steel Grout
Screen Slot 0.010 Surfa
Screen Lenqth 3 ft Drillin
Screen Depth from 40.5 to 43.5 ft Grille
Lithologic Description
cement drill 8", hand auger loose tan sands
direct push, no sampling
tan to yellowish brown fine sand well sorted, some gray fine
sands
fine gray fine sand, 10-15% shells
fine to med. gray sand, 10-25% shell frags
fine gray sand well sorted, trace silt and shell frags
fine to med. gray sand, 10-25% shell frags
fine to med. gray sand, 10-25% shell frags
fine gray sand, wet, well sorted, trace shells
fine gray silty sand w/ trace of shell frags (<10% silt)
B
L(
orina ID PA-12D
Dcation LC34, ESB
Depth
Pack
Pack Depth from
Material
Depth
ce Complel
g Method
.c
fc
0)
a
0-6
6-15
15.5-17
17.5-
18.2
18.2-19
19.5-
20.5
20.5-21
21.5-23
23.5-25
25.5-27
45 ft
...
to — ft
bentonite chips
from
to
ft
ion flush mount vault
-------
LC34 IDC Coring Logsheet
Date 3/22/99
Lithologic Description
silty fine gray sand, trace shells (10-20% silt)
silty fine gray sand, 30-50% shell frags
silty fine gray sand, some shell frags <10%
abundant shells w/ silty fine sand (10-20%)
silty gray fine sand, w/some clay + shells
overpush no sample
silty fine gray sand, trace shells
ssilty fine gray sand with 20-40% shells
abundant shells in silty fine gray sand (30-40%)
Boring
Locatio
.c
fc
-------
LC34 IDC Coring Logsheet
Date 7/13/99
Borina Diameter 2 1/2 in Total [
Casinq Outer Diameter 2 1/2 in Sand F
Casinq Inner Diameter 2 in Sand F
Casinq Material stainless steel Grout
Screen Type stainless steel, slotted Grout
Screen Slot 0.010 Surfac
Screen Lenqth 3 ft Drillinc
Screen Depth from 21 to 24 ft Driller
Lithologic Description
No sampling, direct push.
B
L(
orina ID PA-13S
Dcation LC34
Depth
Dack
Dack Depth from
Material
Depth
e Complel
1 Method
f
-------
LC34 IDC Coring Logsheet
Date 7/13/99
Borinq Diameter 2 1/2 in Total [
Casinq Outer Diameter 2 1/2 in Sand F
Casinq Inner Diameter 2 in Sand F
Casinq Material stainless steel Grout
Screen Type stainless steel, slotted Grout
Screen Slot 0.010 Surfac
Screen Lenqth 3 ft Drillinc
Screen Depth from 25 to 28 ft Driller
Lithologic Description
No sampling, direct push.
B
L(
orina ID PA-131
Dcation LC34
Depth
Dack
Dack Depth from
Material
Depth
e Complel
1 Method
.c
S.
-------
LC34 IDC Coring Logsheet
Date 7/12/99
Borinq Diameter 2 1/2 in Total [
Casinq Outer Diameter 2 1/2 in Sand F
Casinq Inner Diameter 2 in Sand F
Casinq Material stainless steel Grout
Screen Type stainless steel, slotted Grout
Screen Slot 0.010 Surfac
Screen Lenqth 3 ft Drillinc
Screen Depth from 41 to 44 ft Driller
Lithologic Description
No sampling, direct push.
B
L(
orina ID PA-13D
Dcation LC34
Depth
Dack
Dack Depth from
Material
Depth
e Complel
1 Method
.c
S.
-------
LC34 IDC Coring Logsheet
Date 7/13/99
Borina Diameter 2 1/2 in Total [
Casinq Outer Diameter 2 1/2 in Sand F
Casinq Inner Diameter 2 in Sand F
Casinq Material stainless steel Grout
Screen Type stainless steel, slotted Grout
Screen Slot 0.010 Surfac
Screen Lenqth 3 ft Drillinc
Screen Depth from 21 to 24 ft Driller
Lithologic Description
No sampling, direct push.
B
L(
orina ID PA-14S
Dcation LC34
Depth
Dack
Dack Depth from
Material
Depth
e Complel
1 Method
f
-------
LC34 IDC Coring Logsheet
Date 7/13/99
Borinq Diameter 2 1/2 in Total [
Casinq Outer Diameter 2 1/2 in Sand F
Casinq Inner Diameter 2 in Sand F
Casinq Material stainless steel Grout
Screen Type stainless steel, slotted Grout
Screen Slot 0.010 Surfac
Screen Lenqth 3 ft Drillinc
Screen Depth from 25 to 28 ft Driller
Lithologic Description
No sampling, direct push.
B
L(
orina ID PA-141
Dcation LC34
Depth
Dack
Dack Depth from
Material
Depth
e Complel
1 Method
.c
S.
-------
LC34 IDC Coring Logsheet
Date 7/13/99
Borinq Diameter 2 1/2 in Total [
Casinq Outer Diameter 2 1/2 in Sand F
Casinq Inner Diameter 2 in Sand F
Casinq Material stainless steel Grout
Screen Type stainless steel, slotted Grout
Screen Slot 0.010 Surfac
Screen Lenqth 3 ft Drillinc
Screen Depth from 41 to 44 ft Driller
Lithologic Description
No sampling, direct push.
B
L(
orina ID PA-14D
Dcation LC34
Depth
Dack
Dack Depth from
Material
Depth
e Complel
1 Method
.c
fc
0)
a
0-44.5
44.5 ft
...
to
bentonite
from 0
to
ft
2 ft
ion flush mount vault
-------
LC34 IDC Coring Logsheet
Date 8/15/99
Borina Diameter 2 1/2 in Total [
Casinq Outer Diameter 2 1/3 in Sand F
Casinq Inner Diameter 2 in Sand F
Casinq Material stainless steel Grout
Screen Type stainless steel, slotted Grout
Screen Slot 0.010 Surfac
Screen Lenqth 3 ft Drillinc
Screen Depth from 10 to 15 ft Driller
Lithologic Description
No sampling, direct push.
B
L(
orina ID PA-15S
Dcation LC34
Depth
Dack
Dack Depth from
Material
Depth
e Complel
1 Method
f
-------
LC34 IDC Coring Logsheet
Date 5/26/00
Borinq Diameter 2 1/2 in Total [
Casinq Outer Diameter 2 1/2 in Sand F
Casinq Inner Diameter 2 in Sand F
Casinq Material stainless steel Grout
Screen Type stainless steel, slotted Grout
Screen Slot 0.010 Surfac
Screen Lenqth 3 ft Drillinc
Screen Depth from 21 to 24 ft Driller
Lithologic Description
Topsoil, loose sand
Direct push
B
L(
orina ID PA-16S
Dcation Steam Plot
Depth
Dack
Dack Depth from
Material
Depth
e Complel
1 Method
.c
S.
-------
LC34 IDC Coring Logsheet
Date 5/26/00
Borinq Diameter 2 1/2 in Total [
Casinq Outer Diameter 2 1/2 in Sand F
Casinq Inner Diameter 2 in Sand F
Casinq Material stainless steel Grout
Screen Type stainless steel, slotted Grout
Screen Slot 0.010 Surfac
Screen Lenqth 3 ft Drillinc
Screen Depth from 25 to 28 ft Driller
Lithologic Description
Topsoil, loose sand
Direct push
B
L(
orina ID PA-161
Dcation Steam Plot
Depth
Dack
Dack Depth from
Material
Depth
e Complel
1 Method
.c
fc
0)
a
0-5
5-28.75
28 75 ft
...
to
bentonite
from 0
ft
to 2 ft
ion flush mount pad
-------
LC34 IDC Coring Logsheet
Date 5/26/00
Borina Diameter 2 1/2 in Total [
Casinq Outer Diameter 2 1/2 in Sand F
Casinq Inner Diameter 2 in Sand F
Casinq Material stainless steel Grout
Screen Type stainless steel, slotted Grout
Screen Slot 0.010 Surfac
Screen Lenqth 3 ft Drillinc
Screen Depth from 41.25 to 44.25 ft Driller
Lithologic Description
Topsoil, loose sand
Direct push
B
L(
orina ID PA-16D
Dcation Steam Plot
Depth
Dack
Dack Depth from
Material
Depth
e Complel
1 Method
f
-------
LC34 IDC Coring Logsheet
Date 5/26/00
Borinq Diameter 2 1/2 in Total [
Casinq Outer Diameter 2 1/2 in Sand F
Casinq Inner Diameter 2 in Sand F
Casinq Material stainless steel Grout
Screen Type stainless steel, slotted Grout
Screen Slot 0.010 Surfac
Screen Lenqth 3 ft Drillinc
Screen Depth from 18 to 21 ft Driller
Lithologic Description
Topsoil, loose sand
Direct push
B
L(
orina ID PA-17S
Dcation Steam Plot
Depth
Dack
Dack Depth from
Material
Depth
e Complel
1 Method
.c
S.
-------
LC34 IDC Coring Logsheet
Date 6/2/00
Borinq Diameter 2 1/2 in Total [
Casinq Outer Diameter 2 1/2 in Sand F
Casinq Inner Diameter 2 in Sand F
Casinq Material stainless steel Grout
Screen Type stainless steel, slotted Grout
Screen Slot 0.010 Surfac
Screen Lenqth 3 ft Drillinc
Screen Depth from 25 to 28 ft Driller
Lithologic Description
Topsoil, loose sand
Direct push
B
L<
orina ID PA-171
Dcation Steam Plot
Depth
Dack
Dack Depth from
Material
Depth
e Complel
1 Method
.c
S.
-------
LC34 IDC Coring Logsheet
Date 6/2/00
Borinq Diameter 2 1/2 in Total [
Casinq Outer Diameter 2 1/2 in Sand F
Casinq Inner Diameter 2 in Sand F
Casinq Material stainless steel Grout
Screen Type stainless steel, slotted Grout
Screen Slot 0.010 Surfac
Screen Lenqth 3 ft Drillinc
Screen Depth from 41.25 to 44.25 ft Driller
Lithologic Description
Topsoil, loose sand
Direct push
B
L<
orina ID PA-17D
Dcation Steam Plot
Depth
Dack
Dack Depth from
Material
Depth
e Complel
1 Method
.c
fc
0)
a
0-5
5-45
45 ft
...
to
bentonite
from 0
ft
to 2 ft
ion flush mount pad
-------
LC34 IDC Coring Logsheet
Date 12/11/00
Borinq Diameter 4 in Total [
Casinq Outer Diameter 2 1/4 in Sand F
Casinq Inner Diameter 2 in Sand F
Casinq Material stainless steel Grout
Screen Type stainless steel, slotted Grout
Screen Slot 0.010 Surfac
Screen Lenqth 3 ft Drillinc
Screen Depth from 21 to 24 ft Driller
Lithologic Description
Post-hole, loose tan sand
Direct push
(pvc riser)
B
L(
Depth
Dack
Dack Dept
Material
Depth
e Complel
1 Method
.c
S.
-------
LC34 IDC Coring Logsheet
Date 12/12/00
Borinq Diameter 4 in Total [
Casinq Outer Diameter 2 1/4 in Sand F
Casinq Inner Diameter 2 in Sand F
Casinq Material stainless steel Grout
Screen Type stainless steel, slotted Grout
Screen Slot 0.010 Surfac
Screen Lenqth 3 ft Drillinc
Screen Depth from 25 to 28 ft Driller
Lithologic Description
Post-hole, loose tan sand
Direct push
B
L(
Depth
Dack
Dack Dept
Material
Depth
e Complel
1 Method
f
Q
0-6
6-28
orina ID PA-181
Dcation ESB
n from
from
ion
0)
Q.
E
re
V)
—
—
28 ft
...
to — ft
cement
0
to 2 ft
flush mount
Vibra-Core
Precision
(0
o
V)
SP
—
1
=
0)
I
PVC
Riser
3ft
screen
Logged by: J. Sminchak
Completion Date: 12/12/00
Construction Notes:
llBaireiie
. . . Putting Technology To Work
-------
LC34 IDC Coring Logsheet
Date 12/12/00
Borinq Diameter 4 in Total [
Casinq Outer Diameter 2 1/4 in Sand F
Casinq Inner Diameter 2 in Sand F
Casinq Material stainless steel Grout
Screen Type stainless steel, slotted Grout
Screen Slot 0.010 Surfac
Screen Lenqth 3 ft Drillinc
Screen Depth from 41 to 44 ft Driller
Lithologic Description
Post-hole, loose tan sand
Direct push
B
L(
Depth
Dack
Dack Dept
Material
Depth
e Complel
1 Method
f
Q
0-6
6-44
orina ID PA-18D
Dcation ESB
n from
from
ion
0)
Q.
E
re
V)
—
—
44 ft
...
to — ft
cement
0
to 2 ft
flush mount
Vibra-Core
Precision
(0
o
V)
SP
—
1
=
0)
I
PVC
Riser
3ft
screen
Logged by: J. Sminchak
Completion Date: 12/12/00
Construction Notes:
llealtelle
. . . Putting Technology To Work
-------
LC34 IDC Coring Logsheet
Date 2/28/01
Borina Diameter 4 in Total [
Casinq Outer Diameter 2 1/2 in Sand F
Casinq Inner Diameter 2 in Sand F
Casinq Material stainless steel Grout
Screen Type stainless steel, slotted Grout
Screen Slot 0.010 Surfac
Screen Lenqth 3 ft Drillinc
Screen Depth from 20 to 23 ft Driller
Lithologic Description
loose tan sand
Direct push
B
L(
Depth
Dack
Dack Dept
Material
Depth
e Complel
1 Method
f
-------
LC34 IDC Coring Logsheet
Date 2/28/01
Borina Diameter 4 in Total [
Casinq Outer Diameter 2 1/2 in Sand F
Casinq Inner Diameter 2 in Sand F
Casinq Material stainless steel Grout
Screen Type stainless steel, slotted Grout
Screen Slot 0.010 Surfac
Screen Lenqth 3 ft Drillinc
Screen Depth from 25 to 28 ft Driller
Lithologic Description
loose tan sand
Direct push
B
L(
Depth
Dack
Dack Dept
Material
Depth
e Complel
1 Method
f
-------
LC34 IDC Coring Logsheet
Date 2/28/01
Borina Diameter 4 in Total [
Casinq Outer Diameter 2 1/2 in Sand F
Casinq Inner Diameter 2 in Sand F
Casinq Material stainless steel Grout
Screen Type stainless steel, slotted Grout
Screen Slot 0.010 Surfac
Screen Lenqth 3 ft Drillinc
Screen Depth from 42 to 45 ft Driller
Lithologic Description
loose tan sand
Direct push
B
L(
Depth
Dack
Dack Dept
Material
Depth
e Complel
1 Method
f
-------
B.4 LC34 IDC Coring Logsheets for Semi-Confined Aquifer Wells
LC34 IDC Corinq Loq sheet Boring ID PA-20
Date 4/9/01 Location Roadway
Borinq Diameter 10 & 5 7/8 in Total [
Casinq Outer Diameter 6 & 2 in Sand F
Casinq Inner Diameter in Sand F
Casinq Material 304 SCH 10 Stainless Grout
Screen Type wi rewound 304 Sch 10 Grout
Screen Slot 0.10 Surfac
Screen Lenqth 5 ft Drillinc
Screen Depth from 55 to 60 ft Driller
Lithologic Description
sand, med gray, silty, rec 1.1 ft, PID 0.0, 12/14/12/13
silt, clayey, med gray, rec 1.0 ft, PID 0.0, 3/2/2/3
clay, med plasticity, med. gray, rec. 6", PID 0.0, 3/3
clay, plastic, med. gray, wet, rec. 1', PID 15, 8/9/5/5
sand, some silt and clay, fine grained, rec. 1.5', PID 2.0,
10/12/11/12
sand, med grained with some shells, PID 0.0
sand, fine-med grained with shell frags, rec 2.0, PID 0.0,
10/13/13/15
clay, soft, wet, plastic, med. gray , PID 0.0
sand, fine-med grained, shelly zones, med. gray, PID 0.0
sand, w coarse shell fragments, PID 0.0, rec 1 .7 or 2.0
abrupt contact w med grained sand, no shells, silty
Depth
Dack
Dack Dept
Material
Depth
e Complel
1 Method
f
Q
41-43
43-45
45-46
47.5-48
48.5-
48.9
48.9-50
50-50.5
50.5-51
51-52
52-52.3
52.3-53
53-54
n from
HlBafleiie
. . . Putting Technology To Work
61 ft
20/30
53 to 61 ft
type G & silica flour
from GS to 51 ft
ion flush mount vault
mud rotary
R. Hutchinson
0)
Q.
re
V)
SB50-
43
SB50-
45
SB50-
46
SB50-
48
SB50-
50
SB50-
52
SB50-
52 B
SB50-
54
(0
o
V)
SP
ML
CL
CH
SM
SP
SW
CH
SP
Sp
SM
SM
1
ai
6
Flush
Mount
46'
51'
bent.
seal
(2')
53
sand
pack
(20/30)
Logged by: C.J. Perry
Construction Notes: 6-in surface
Completion Date: 4/5/01
casing set to 46', 2-in casing screen
set at 60'
-------
LC34 IDC Corinq Loq sheet Borina ID PA-20
Date 4/9/01 Location Roadway
Lithologic Description
sand, shelly cs fragments, med gray, rec 1.4 or 2.0, PID 0.0,
6/7/7/4
clay, shelly, some silt, soft, wet, med. gray
sand, very shelly, med. gray, trace silt and clay, Rec 1.9 of 2.0,
PID 0.0, 6/7/7/7
sand, shelly, no fines, med gray, rec. 2.0 of 2.0, PID 0.0,
13/13/15/17
Total Depth (sampled): 60'
Total Dept (drilled): 61'
5' x 2" diameter well screen 55-60'
.c
S.
0)
a
54.6-
55.2
55.2-56
56-58
58-60
-------
LC34 IDC Corinq Loq sheet Borinq ID PA-21
Date 4/9/01 Location ISCO Plot
Boring Diameter 10 & 5 7/8 in Total [
Casinq Outer Diameter 6 & 2 in Sand F
Casinq Inner Diameter in Sand F
Casing Material 304 SCH 10 Stainless Grout
Screen Type wi rewound 304 Sch 10 Grout
Screen Slot 0.10 Surfac
Screen Lenqth 5 ft Drillinc
Screen Depth from 55 to 60 ft Driller
Lithologic Description
sand, brn-gray, some silt, med grnd, rec 1.15 of 2, PID 0.0,
11/13/15/20
sand, brn-gray, silty.fine grnd., rec 1.3 of 2', PID 2.0, 6/7/8/6
sand, brn, med grnd, grading to silty clay/clay, rec. 2 of 2', PID
2000+ , 8/7/4/3
silty clay, med. brn gray, wet
clay, med gray, wet, soft
clay, med gray, wet, soft, rec. 1.1 of 2.0, PID 29, 6/7/9/5
sand, med grained, med gray, massive, shells, PID 2000+
sand, clayey, mucky, w/ cs shell frags, rec. 2.0 of 2.0, PID 46,
7/8/8/12
clay, soft, plastic, wet, med gray, PID 323
sand, fine-med grnd, massive, med. gray, PID 96
sand, med-cs grnd, some silt, rec 1.9 of 2.0, PID 2.0, 7/7/6/6
Depth
Dack
Dack Dept
Material
Depth
e Complel
1 Method
t
0)
a
40-42
42-44
44-44.5
44.5-
44.75
44.75-
46
47-47.5
47.5-48
48-48.2
48.2-49
49-50
50-50.3
n from
llBaiteiie
. . . Putting Technology To Work
61 ft
20/30
53 to 61 ft
type G & silica flour
from GS to 51 ft
ion flush mount vault
mud rotarv
R. Hutchinson
0)
Q.
E
re
V)
SB51-
41
SB51
.44
SB51-
44B
SB51-
45
SB51-
46
SB-51-
48.8
SB51-
48B
SB51-
50
(0
0
V)
D
SM
SM
SM
ML
CH
CH
SP
SC
CH
SP
SM
0)
^
0)
+J
O
Flush
Mount
46'
Logged by: C.J. Perry
Completion Date: 4/4/01
Construction Notes: 6-in surface
casing set to 46', 2-in casing screen
set at 60'
-------
LC34 IDC Coring Logsheet Borina ID PA-21
Date 4/9/01 Location ISCO Plot
Lithologic Description
sand, silty and clayey, shell frags, med gray
sand, fine grnd, massive, med. gray, PID 2.0
sand, silty and clayey, med. gray, shelly, Rec2.0 of 2.0', PID 34,
7/8/9/10
sand, med grnd, fining downward, some shells
sand, w silt and clay, shelly, med gray, rec 2.0 of 2.0', PID 8.0,
5/5/4/6
sand, fn-med grnd, massive, med gray, rec 2.0 of 2.0, PID =0.0,
4/4/3/5
sand, w silt and clay, mucky, shelly
sand, fn grnd, tr. silt and clay
sand, med grnd, slightly silty, shells, rec 2.0 of 2.0', PID 0.0,
6/8/12/16
clayey interval from 59.1-59.5, PID 0.0
Total Dept (Sampled): 60'
Total Depth (reamed): 61'
5' x 2" diameter well screen 55-60'
+-
Q.
0)
Q
50.3-
50.6
50.6-52
52-52.8
52.8-54
54-56
56-56.6
56.6-
57.6
57.6-58
59-60
-------
LC34 IDC Coring Logsheet Borina ID PA-22
Date 4/9/01 Location Resistive Heatinq Plo
Boring Diameter 10 & 5 7/8 in Total [
Casinq Outer Diameter 6 & 2 in Sand F
Casinq Inner Diameter in Sand F
Casing Material 304 SCH 10 Stainless Grout
Screen Type wi rewound 304 Sch 10 Grout
Screen Slot 0.10 Surfac
Screen Lenqth 5 ft Drillinc
Screen Depth from 55 to 60 ft Driller
Lithologic Description
sand, med grnd, shell frags, gray, rec 1.3 of 2, PID 155,
8/10/13/16
sand, med-grnd, med. gray, rec 0.75 of 2', PID 44, 6/7/7/8
silt, massive, med gray, grading to clay, rec. 1.4 of 2', PID 102,
8/7/6/5
clay, plastic, med. gray, 3" thick, PID 234
clay, med gray, plastic, 3/3, PID 381
sand, fine-grnd, med gray, PID 725
sand, fine grained, silty, shelly, med gray
clay, stiff, wet, med gray
sand, med-grnd, massive, few shells, med gray
clay, stiff, mod. wet, shell frags, Rec. 2.0 of 2.0, 6/6/7/8
sand, fn-med grnd, massive, few shells 1.9 of 2.0
Depth
Dack
Dack Dept
Material
Depth
e Complel
1 Method
t
0)
a
40-42
42-44
44.6-
45.7
45.7-46
46-46.9
46.9-
47.2
4J.2-.5
47.5-
47.7
47.7-48
48-48.9
48.9-50
n from
llBatteile
t. . . Putting Technology To Work
61 ft
20/30
53 to 61 ft
type G & silica flour
from GS to 51 ft
ion flush mount vault
mud rotarv
R. Hutchinson
0)
Q.
E
re
V)
SB52-
42
SB52
44
SB52-
45
SB52-
45
SB52-
47
SB52-
47B
SB52-
47.5
SB52-
48
SB52-
49/49B
SB52-
50
(0
0
V)
D
SP
SP
ML
CH
CH
SP
SM
CL
SP
CL
SP
0)
k.
0)
+J
o
Flush
Mount
46'
Logged by: C.J. Perry
Completion Date: 4/5/01
Construction Notes: 6-in surface
casing set to 46', 2-in casing screen
set at 60'
-------
LC34 IDC Coring Logsheet Borina ID PA-22
Date 4/9/01 Location Resistive Heatinq Plo
Lithologic Description
sand, med. grnd, med. gray, some shells, Rec 0.75 of 2.0, PID
20, 7/8/8/9
sand, med grnd, very shelly, Rec 2.0 of 2.0, PID 20, 6/7/5/8
sand, fn-med grnd, silty
sand, med grnd, very shelly, loose, wet, PID 80, 7/5/9/9
sand, med. grnd, v. shelly but sandier, PID 1530
sand, med grnd, w/clay and silt, muckey, shells, 1.7 of 2.0, PID
1200+, 7/7/4/3
sand, cs grnd, trc silt, v. shelly, loose, rec 2.0 of 2.0, PID 50+,
11/12/14/17
sand, med grnd, mucky, wet
sand, med grnd, massive, decreasing shell fragments wit depth
Total Dept (Sampled): 60'
Total Depth (reamed): 61'
5' x 2" diameter well screen 55-60'
+-
Q.
0)
Q
50-
50.75
52-52.9
52.9-54
54-54.2
54.2-56
56.3-58
558-
58.5
58.5-59
59-60
------- |