4401_ROSCANS_2010

RECEIVED
I E NG[NEER[NG & H YDROGEOLOGY AUG 23 2010
231 HAYWOOD STREET, ASHEVILLE. NC 28801
TEL.[phone] FAC.828.281.3351 SOLID WASTE SECTION
W WW.ALTAMONTENVIRONMENTAL.COM ASHEVILLE REGIONAL OFFICE
August 20, 2010
Mr. Zinith Barbee
North Carolina Department of Environment and Natural Resources
Division of Waste Management
Solid Waste Section
1646 Mail Service Center
Raleigh, North Carolina 27699-1646
Subject: Quarterly Landfill Gas Monitoring Results —May 26, 2010 and August 11, 2010
International Paper Company —Closed Canton Landfill 5, Permit No. 44-01
Canton, North Carolina
Dear Mr. Barbee,
On behalf of International Paper Company (IP), Altamont understands, per a telephone conversation
with Mr. Ervin Lane, Hydrogeologist for the North Carolina Department of Environment and Natural
Resources (NCDENR), Solid Waste Section (SWS) on August 19, 2010, that we are to provide you
with landfill gas monitoring results associated with the International Paper Company Closed
Industrial Solid Waste Landfill 5 (Permit # 44-01) per the approved Landfill Gas Monitoring Plan
submitted to Ms. Christine Ritter of the SWS on December 10, 2009. The referenced monitoring
plan stated that, Altamont on behalf of IP would provide landfill gas monitoring results to the SWS
on an annual basis with the groundwater quality monitoring report for the site. The groundwater
quality monitoring report has been submitted to Mr. Lane with a cover letter on August 20, 2010.
Altamont provides this information to you despite the fact that no exceedances were detected in
either Landfill Gas Compliance Boundary Probes (LFG CBPs) or structures located within the landfill
parcel boundary. This letter and its attachments summarize the landfill gas monitoring results from
the quarterly sampling events that took place on May 26, 2010 and August 11, 2010. The
referenced site is located in Canton, North Carolina as indicated in the attached Figure 1.
Installation of LFG CBPs at the site were completed on May 21, 2010. LFG CBPs were installed in
locations approved by the SWS as indicated on the attached Figure 2.
Henceforth, with your concurrence, we request that landfill gas monitoring results only be reported
to the SWS if methane gas levels are found to be in exceedance SWS regulation (100% of the Lower
Explosive Limit (LEL) for Methane in LFG CBP or 25% of the LEL for Methane in structures within the
landfill parcel) per North Carolina General Statute 15A North Carolina Administrative Code 13B
.1626(4)(c).
Results from sampling of LFG CBPS are shown on Table 1. Results from ambient screening
locations within structures are shown on Table 2.
P:\IP\LF 5\Landfill Gas\Reports\2010\LTR-DENR-LFG Data 05-08 2010.Docx

Mr. Barbee
August 20, 2010
Page 2 of 2
We appreciate your time and consideration on this project. Please feel free to call or respond with
any questions or comments that you may have.
Sincerely,
MONT ENVI ENTAL, INC.
el D. Len , P.G.
Enclosures: Figure 1-Site Location Map
Figure 2-Existing Probe and Ambient Landfill Gas Monitoring Locations
Table 1-Landfill Gas Sampling Results for Compliance Boundary Probes
Table 2-Landfill Gas Sampling Results for Ambient Locations within Structures
Cc: Mr. Tom Richardson, International Paper Company
Ms. Christine Ritter, NCDENR Solid Waste Section
Ms. Andrea Keller, NCDENR Solid Waste Section, ARO
P:\IP\LF 5\Landfill Gas\Reports\2010\LTR-DENR-LFG Data 05-08 2010.Docx

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��^�y IP Landfill 5 Parcel Boundary p F, � r �� �/"'� .,✓'
> Source: �c���\2�iR );�.,-� - �J_ `ram' �;�,—.•/ Ci
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-Parcel Boundary from Haywood County GIS , f r•. �a' l•
-USGS Topographic Map from NRCS n mania AYg; J S 3 }i�
' • ppp SITE LOCATION MAP FIGURE
ENGINEERING & HYDROGEOLOGY p
231 HAYWOOD STREET, A5V..EVILLE. NC 28601 fE'{%III
TEL.[phone] FAC.828.281.3.351
WWW.ALTAMYMTtNVINONM[NTAL.0 M LANDFILL 5 (44-01)
CLOSED INTERNATIONAL PAPER LANDFILL
Drawn By: Anna Saylor Scale CANTON, NORTH CAROLINA
Project Manager: Joel Lenk Feet
Client: International Paper Co. 500 1,000
Date: 8/13/2010 0
VV PAIPTF 5\Figures\GI5\S1te Location Map.mxd

Table 1
Landfill Gas Sampling Results for
Compliance Boundary Probes Installed May 17-21, 2010
Closed International Paper Landfill 5 (44-01)
Canton, North Carolina
Location
Date
Time
Lower
Explosive
Limit M
Methane
(°�O)
Carbon
Dioxide
M
Oxygen
°
(�0)
Barometric
Pressure (inches of
mercury)
Exceedence Limit
100
5
NL
NL
NA
4401B-CBP1
5/26/2010
11:35
46
1 2.3
6.6 1
10.2
27.27
8/11/2010
10:56
28
1.4
16.8
0.5
27.32
4401B-CBP2
5/26/2010
13:01
I 0
1 0.0
5.1
1 14.7
27.19
8/11/2010
10:20
1 0
1 0
3
1 16.8
27.28
4401B-CBP3
5/26/20101
15:54
1 2
0.1
2.7
15.3
27.16
8/11/2010
10:36
1 0
0
0.6
1 19.5
27.31
4401B-CBP4
5/26/2010
13:36
I 0
0.0
0.5
1 19.6
27.23
8/11/2010
12:28
1 0
0
0.2
1 20.2
27.35
4401B-CBP5
5/26/2010
13:45
I 0
0.0
0.3
1 20.1
27.25
8/11/2010
12:35
1 0
0
0.2
1 20
27.37
4401B-CBP6
5/26/2010
13:50
1 0
0. 0
0.5
1 19.6
27.25
8/11/2010
12:38
1 0
0
0.6
1 19.4
27.38
4401C-CBP8
5/26/2010
14:57
1 2
1 0.1
1 0.9
1 18.6
1 27.07
8/11/2010
13:05
1 0
1 0
1 1.1
18.6
1 27.22
4401C-CBP9
F5/2 6/2 0 101
14:37
1 0
1 0.0
1 0.5
1 19.3
1 27.09
8/11/2010
11:28
1 0
1 0
1 2.3
1 16.6
1 27.23
4401C-CBP10
6/2 0 10
14:30
1 0
1 0.0
1 0.2
1 19.7
1 27.10
�5/2
8/11/2010
11:32
1 0
1 0
1 0.8
1 19.1
1 27.23
4401C-CBP11
5/26/2010
14:19
1 0
1 0.0
1 0.2
1 20.1
1 27.12
8/11/2010
11:49
1 0
1 0
1 0.6
1 19.4
1 27.26
4401C-CBP12
0
1 0.0
1 0.6
1 19.2
27.15
�5/26/2010114:05
8/11/2010
12:12
1 0
1 0
1 1.7
1 17.6
27.29
4401C-CBP1315/26/20101
13:57
I 0
1 0.04-0.5
0.1
20.1
27.26
8/11/2010
12:19
0
0
1 19.4
1 27.39
Notes:
1. August 11, 2010 readings taken with a Landtec Gas Analyzer and Extraction Monitor (GEM) 2000 by
Technician Parker Brooks.
2. Exceedence limits are taken from the North Carolina Solid Waste Management
Rules 15A NCAC 13B.
3. NL indicates no established Solid Waste Management exceedence limit.
4. NA indicates not applicable.
P:\IP\LF 5\Landfill Gas\Analytical\Historical Compliance Boundary Probe Quarterly Landfill Gas 052010 - present Page 1 of 1

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__ �; 4,40�1QC CBP,13 1�•�:F
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Legend
SOURCE:
Color Orthophotograph - NCDA Haywood County 2008
4D Ambient Landfill Gas Monitoring Locations
Property Boundary - Haywood County GIS 2009
® Installed Landfill Gas Compliance Boundary Probes
Hydrology - Haywood County GIS
®Approximate Waste Boundary
100 Year Floodplain - INC Floodplain Mapping Program
Property Boundary
Contour Lines - NCDOT, 2007 LIDAR
Approximate Locations of Proposed WNCRLC Buildings
NOTE:
100 Year Floodplain
Ambient Sample Locations LF5C A7 - 15 will not be
-- Haywood County Hydrology
sampled and 4401C-CBP7 will not be installed until
20-Foot Interval Contours
WNCRLC Buildings are constructed.
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0 C 0- E C
t
3
O
f0
-O O L C
a) L
In
+O-'
OO
In f0 L fo u
-M0
M
MU N •C C
a) Z
a)
C
aa)j o Vl a)
a) 'O
C L
,�
r0 Z C U _
v
o
o a1
D a) -° 4
In 0-
•�
u�= o i
0)N
C
U E I r
-c
O
a) Q c
a) M
0)0) C
a 3
-0 Oro
0
C)E
U
3 L 0
a t
N 7 aa)i
O o -O f
O r6
(N
C2 In 1Y
U Ln 0
E@ N c
Na)
v N N
7 In
a) Ul rl fn f
L +�
ra CZ I,
a) L
L
f6
U
U 3:
'O L
C ro
a) a..i Cu i
E -0
C @ c-
_
j r0 =p L
C
:6
a) y C
O Q
N fp
X In a) 0 i
Z LL
sZ
0- Dl "
Lu .� E Z f
O
a
Z ri N
M d-
vi l4

Table 1
Landfill Gas Sampling Results for
Compliance Boundary Probes Installed May 17-21, 2010
Closed International _Paper Landfill. 5 (44-01)
Canton, North Carolina
Location
Date and Time
Lower
Explosive
Limit (%)
Methane
(/°)
Carbon
Dioxide
( M
Oxygen
(/0)
Barometric
Pressure (inches of
mercury)
Differential
Pressure (inches
of mercury)
Exceedence Limit
100
5.0
NL
NL !
NA
NA
5/26/201011:35
46
j 2.3
1 6.6
10.2
27.27
RNT
4401B-CBP1
8/11/201010:56
28
1.4
16.8
0.5
27.32 j
RNT
11/2/2010 13:35
38
1.9
1 18.8
0.2
27.47
0
5/26/201013:01
0
0.0
11 5.1
14.7
27.19
RNT
4401B-CBP2
8/11/201010:20
_
0
0.0
1 3
16.8
27.28
RNT
11/2/201014:35
0
0.0
3.8
18
27.39
0
4401B-CBP3
5/26/201015:54 -I
8/11/201010.36
2 �0
L 0
0.0
2.7
0.6
15.3
19.5
27.16 _�
27.31
RNT
RNT
11/2/201014:12
0
0.0
1.5
20.1
27.44
0
4401B-CBP4
5/26/201013:36
8/11/2010 12:28
11/2/201016:07
0
_ 0
0
0.0
0.0
0.0
0.5
0.2_
0
1 19.6
20.2
21.3
1 27.23
27.35
27.41
) RNT
RNT_
0
5/26/201013:45
0
0.0
0.3_
20.1
27.25
RNT _
4401B-CBP5
8/11/201012:35 L
_
0
0.0
0.2
20
27.37
RNT _
11/2/201015:55
0
0.0
1 0.1
21.3 1
27.45
0
5/26/201013:50
0
0.0
0.5
19.6
27.25
RNT
4401B-CBP6
8/11/2010 12:38
0
0.0
0.6
19.4
27.38
1 RNT
11/2/201015:50
0
0.0
0
21.4
_ _
27.46
0
5/26/2010 14:57
2
0.1
0.9
1 18.6
27.07
_ RNT
4401C-CBP8
8/11/201013:05
0
0.0
1.1
18.6
27.22
RNT
11/2/201017:27
0
0.0
0.5
1 21.1
27.27
0
4401C-CBP9
5/26/201014:37
8/11/2010 11:28
11/2/201017:20
0
0
0
0.0
0.0 _
0.0
0.5
2.3
0
19.3
16.6
1 21.6
27.09
27.23
27.28
RNT
RNT
1 0
4401C-CBP10
5/26/201014:30
8/11/201011:32
11/2/201017:06
0
0_
0
�_ 0.0 _
0.0
0.0
_ 0.2-1-
0.8
0
19.7
1 19.1
1 21.5
27.10
27.23
27.29
RNT
_
RNT
0
4401C-CBPll
26/2010 14_19
�8/11/201011:49
11/2/201017:01
_ 0
0
0
0.0
0.0
0.0
0.2
0.6
0
20.1
19.4
21.4
27.12
_ 27.26
27.31
�_ RNT
RNT
0
5/26/201014:05
0
0.0
1 0.6
19.2
27.15
RNT
4401C-CBP12
8/11/201012:12
0
0.0
L 1.7
17.6
27.29 L
RNT
11/2/201016:51
0
0.0
1 0.3
21.4
27.34
0
5/26/2010 13:57-1
0
0.0
0.1
1 20.1
1_ 27.26
RNT
4401C-CBP13
8/11/201012:19
1 0
1 0.0
0.5
19.4
27.39
RNT
11/2/201016:26
0
0.0
0
21.4
1 27.46
0
Notes:
1. November 2, 2010 readings taken with a Landtec Gas Analyzer and Extraction Monitor (GEM) 2000 by Anna Saylor.
2. Exceedence limits are taken from the North Carolina Solid Waste Management Rules 15A NCAC 13B.
3. NL indicates no established Solid Waste Management exceedence limit.
4. NA indicates not applicable.
5. Differential Pressure is the difference between atmospheric pressure and the landfill pressure. These readings are taken in psi
and are converted to inches of mercury by multiplying by 2.036.
6. RNT indicates reading not taken.
P:\IP\LF 5\Landfill Gas\Analytical\Historical Quarterly Landfill Gas 052010 - present.xlsx Page 1 of 1

WELL NUMBER 4401 B-CBP1
PAGE 1 OF 1
E N G IN E E R ING EC H Y O R O G E O L O G Y
CLIENT International Paper Company PROJECT NAME Landfill 5 Permit #44-01-Compliance Boundary Probes
PROJECT NUMBER 2055.0501-GLOBAL PROJECT LOCATION Beaverdam Road, Canton, NC
DATE STARTED 5117/10 COMPLETED 5/17/10 GROUND ELEVATION HOLE SIZE 6-inch diameter
DRILLING CONTRACTOR Major Drilling Environmental GROUND WATER LEVELS:
DRILLING METHOD 8140 DT Sonic Geoprobe Rig AT TIME OF DRILLING NA
LOGGED BY Amy Bondurant CHECKED BY Joel Lenk AT END OF DRILLING ---
NOTES sunny and hot AFTER DRILLING ---
w
a
H
=
w$
a
SAMPLE ID
CU
O
MATERIAL DESCRIPTION
WELL DIAGRAM
o
U
0
Probe completed
FILL -soft, brown 7.5YR 5/2, sandy clayey silt, ML, mostly
with 8-inch diameter
CL-
silt with large subangular gravels
Cement Seal
flush manhole.
ML
_
3.0 —
Bentonite
3/8 inch hole plug
CLAY -medium stiff to soft, reddish brown 2.5YR 5/3, fine
Seal
installed from 4.0
sandy silty clay, CL; mostly clay, some silt, trace granules,
5
feet to 2.0 feet bgs
damp, micaceous, trace relic structures, weathered clay
inclusions
CL-
ML
10
Screened interval is
located from 34.0
feet to 5.0 feet bgs.
14.0
CL-
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
CLAY -soft, weak red 2.5YR 5/2, silty clay, CL; damp to
15
ML
15.0 moist, micaceous, trace roots
;.:
CLAY -medium stiff to soft, reddish brown 2.5YR 5/4, silty
clay CL; more micaceous, relic structures present, increase
in black minerals, trace granules, weathered, quartz zones
present, damp to moist
Sand #2
20
2" PVC Sch.
40 0.020" slot
=
CL-
ML
Boring drilled to a
25
depth of 35.0 feet
bgs, backfilled with
XXXX
sand to 34.0 feet
bgs.
_
27.0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
SILT -medium stiff to soft, pale red 2.5YR 6/2, sandy silt
ML, trace clay, moist, weathered biotite schist
30
ML
35
35.0
Sand #2
Boring terminated at 35.0 feet.

WELL NUMBER 4401 B-CBP2
131 PAGE 1 OF 2
--EN G I N E E R I N G & HYDROGEOLOGY f
CLIENT International Paper Company PROJECT NAME Landfill 5, Permit #44-01-Compliance Boundary Probes
PROJECT NUMBER 2055.0501-GLOBAL PROJECT LOCATION Beaverdam Road, Canton, NC
DATE STARTED 5/17110 COMPLETED 5/17/10 GROUND ELEVATION HOLE SIZE 6-inch diameter
DRILLING CONTRACTOR Maior Drilling Environmental GROUND WATER LEVELS:
DRILLING METHOD 8140 DT Sonic Geoprobe Rig AT TIME OF DRILLING NA
LOGGED BY Amy Bondurant CHECKED BY Joel Lenk AT END OF DRILLING ---
NOTES sunny and hot AFTER DRILLING ---
w
x
CL
SAMPLE ID
O
MATERIAL DESCRIPTION .
WELL DIAGRAM
0
Probe completed
SILT -soft, reddish brown 5YR 5/3, fine sandy clayey silt
with 8-inch diameter
ML, mostly silt, few clay, trace fine grained sand, damp,
Cement Seal
flush manhole.
heavily micaceous, upper 6" organic rich soil with root
ML
structures, some gravels
3/8 inch hole plug
Bentonite
Seal
installed from 4.0
5
feet to 2.0 feet bgs.
_
T.
5.0______ ____________
SILT -soft, reddish gray 5YR 5/2, fine sandy silt ML, damp,
trace relic structures present, increase in stiffness at 10.0
feet bgs with addition of quartz crystal veins highly
weathered
10
ML
15
20
Screened interval is
located from 44.0
feet to 5.0 feet_ bgs.
Sand #2
25
2" PVC Sch.
40 0.020" slot
27.0_____________________
____
SAPROLITE-medium stiff, gray 5YR 6/1, sandy silt ML,
trace fine grained sand, mostly silt, weathered rock
fragments, damp, foliated structure present, hard tight
drilling
30
ML
35
(Continued Next Page)

WELL NUMBER 4401 B-CBP2
' PAGE 2 OF 2
- ---- -E - - ---- ..._.. i
NGIN EE RING & H YDROGEOLOGY
CLIENT International Paper Company PROJECT NAME Landfill 5 Permit #44-01-Compliance Boundary Probes
PROJECT NUMBER 2055.0501-GLOBAL PROJECT LOCATION Beaverdam Road Canton, NC
w
U
_
w
J
SAMPLE ID
2
¢ O
MATERIAL DESCRIPTION
WELL DIAGRAM
�
Q
35
SAPROLITE-medium stiff, gray 5YR 611, sandy silt ML,
trace fine grained sand, mostly silt, weathered rock
fragments, damp, foliated structure present, hard tight
drilling (continued)
40
M L
Boring drilled to a
depth of 45.0 feet
bgs, backfilled with
sand to 44.0 feet
bgs.
45
45.0
Sand #2
Boring terminated at 45.0 feet.

WELL NUMBER 4401 B-CBP3
' PAGE 1 OF 1
�ENG IN EERING YDROGEOLOGY
CLIENT International Paper Company PROJECT NAME Landfill 5 Permit #44-01-Compliance Boundary Probes
PROJECT NUMBER 2055.0501-GLOBAL PROJECT LOCATION Beaverdam Road Canton NC
DATE STARTED 5/17/10 COMPLETED 5/17/10 GROUND ELEVATION HOLE SIZE 6-inch diameter
DRILLING CONTRACTOR Maior Drilling Environmental GROUND WATER LEVELS:
DRILLING METHOD 8140 DT Sonic Geoprobe Rig AT TIME OF DRILLING NA
LOGGED BY Amy Bondurant CHECKED BY Joel Lank AT END OF DRILLING ---
NOTES sunny and hot AFTER DRILLING ---
w
w�
a
r
Lu
SAMPLE ID
U
2
Q O
MATERIAL DESCRIPTION
WELL DIAGRAM
o
a
0
roe complete
SILT -medium stiff to soft, red 2.5YR 5/8, sandy silt ML,
with a 3 foot by
mostly silt, some fine grain sand, trace granules, damp,
Cement Seal
4-inch by 5-inch
micaceous, upper 6" to 1.0 bgs organic rich soil with
stick-up surface
abundant roots
completion.
ML
Bentonite
3/8 inch hole plug
Seal
installed from 4.0
5
feet to 2.0 feet bgs.
_
5.0__________________________
SILT -medium stiff to soft, reddish brown 2.5 YR 5/3, sandy
.::
:::•
silt ML, increase in medium to fine grained sand, damp to
moist, weathered quartz and plagioclase -rich veins, heavily
I.
micaceous
10
Screened interval is
located from 34.0
15
feet to 5.0 feet bgs.
ML
Sand #2
20
2" PVC Sch.
40 0.020" slot
=
I
25
27.0__________________________
.'.
.'.
1
1
_
SAPROLITE-medium stiff, light reddish gray 2.5 YR 7/1
sandy clayey silt ML, moist, abundant weathered
plagioclase and quartz veins, trace weathered rock
fragments
30
Boring drilled to a
ML
depth of 35.0 feet
1
bgs, backfilled with
sand to 34.0 feet
bgs.
35
1
1 1
1 1
135.0
Sand #2
Boring terminated at 3b.0 Teet.

WELL NUMBER 4401 B-CBP4
ALTAmONT ENVIRONMENTAG"PAGE 1 OF 1
E N G IN E E RING & H Y O ROG EOLOGY
CLIENT International Paper Company PROJECT NAME Landfill 5 Permit #44-01-Compliance Boundary Probes
PROJECT NUMBER 2055.0501-GLOBAL PROJECT LOCATION Beaverdam Road, Canton NC
DATE STARTED 5121/10 COMPLETED 5/21/10 GROUND ELEVATION HOLE SIZE 5-inch
DRILLING CONTRACTOR Maior Drilling Environmental GROUND WATER LEVELS:
DRILLING METHOD 8140 DT Sonic Geoprobe Rig AT TIME OF DRILLING 17.0 ft
LOGGED BY Amy Bondurant CHECKED BY Joel Lenk AT END OF DRILLING ---
NOTES rainy and cool AFTER DRILLING ---
w
wa
SAMPLE ID
a- O
MATERIAL DESCRIPTION.
WELL DIAGRAM
a
0
roe completed
SILT -soft, reddish brown 5YR 5/4, fine sandy silt ML, trace
with 3 foot by 4-inch
clay, damp, some gravels, micaceous
Cement Seal
by 5-inch stick-up
surface completion.
ML
Bentonite
3/8 inch hole plug
4.0
Seal
installed from 4.0
-
_ _ _ _ _ _ - _ _ - _ _ - _ _ _ _ _ - _ _ _ _ _ _ -
SILT -medium stiff to soft, pink 5YR 7/3, fine sandy silt ML,
5
feet to 2.0 feet bgs.
increase in sand, damp to moist, trace relic structures,
weathered rock fragments, micaceous
Screened interval is
located from 15.0
feet to 5.0 feet bgs.
10
Boring drilled to 17.0
ML
:.
Sand #2
2" PVC Sch.
feet bgs, hole filled
40 0.020" slot
in to a depth of 15.5
feet bgs when rods
were pulled. Sand
installed from 15.5
gs. feet to 15.0 feet b
hSand
15
#2
17.0
_
Boring terminated at 17.0 feet.

WELL NUMBER 4401 B-CBP5
' all PAGE 1 OF 1
E NGIN EE RING EI H YDROGEOLOGY
CLIENT International Paper Company PROJECT NAME Landfill 5 Permit #44-01-Compliance Boundary Probes
PROJECT NUMBER 2055.0501-GLOBAL PROJECT LOCATION Beaverdam Road Canton, NC
DATE STARTED 5/18/10 COMPLETED 5/18/10 GROUND ELEVATION HOLE SIZE 5-inch
DRILLING CONTRACTOR Maior Drilling Environmental GROUND WATER LEVELS:
DRILLING METHOD 8140 DT Sonic Geoprobe Rig Q AT TIME OF DRILLING 18.0 ft
LOGGED BY Amy Bondurant CHECKED BY Joel Lenk AT END OF DRILLING ---
NOTES foggy and cool AFTER DRILLING ---
w
2
w
Lu a
SAMPLE ID
Q O
MATERIAL DESCRIPTION
WELL DIAGRAM
O
0
Probe completedTOPSOIL-soft,
light reddish brown 5YR 6/4, fine sandy,
with 3 foot by 4-inch
; : �;., •
clayey, silt ML, moist, trace medium to fine grained sand,
Cement Seal
by 5-inch stick-up
-
some clay, moslty silt, trace roots, upper 6" organic -rich
surface completion.
CL-
ML
i; '.i�,.
Bentonite
3/8 inch hole plug
`� �..`�
Seal
installed from 4.0
—
5
feet to 2.0 feet bgs.
—
L,. •_i
5.o
— — — — — — — — — — — — — — — — — — — — — — — — — — —
SILT -soft, reddish yellow 5YR 7/6, fine sandy silt ML,
mostly silt, some medium to fine grained sand, damp to
moist, micaceous, trace relic structures present, trace
weathered gravels
10
Screened interval
located from 16.0
feet to 5.0 feet bgs.
ML
Sand #2
2" PVC Sch.
40 0.020" slot
Boring drilled to
20.0 feet bgs, hole
filled in to a depth of
15
19.Ofeetwhenrods
were pulled. 3/8 inch
—
15_0______________—
SILT -medium stiff, reddish brown 5YR 4/3, fine sandy silt
hole plug installed
ML, mostly silt, trace medium to fine grained sand, moist,
from 19.0 feet to
foliations present, weathered quartz and plagioclase rich
Sand #2
17.0 feet bgs and
ML
veins
sand installed from
SZ
Bentonite
17.0 feet to 16.0 feet
bgs.
20
20.0
Boring terminated at 20.0 feet.

WELL NUMBER 4401 B-CBP6
ALIAMON'r ENVIRONMENTAL, INC PAGE 1 OF 1
_ ___. _ ---_..
4 $NGINEERIN-_
G & `H YDRdGEO_L_O/G
CLIENT International Paper Company PROJECT NAME Landfill 5, Permit #44-01-Compliance Boundary Probes
PROJECT NUMBER 2055.0501-GLOBAL PROJECT LOCATION Beaverdam Road, Canton, NC
DATE STARTED 5/20/10 COMPLETED 5/21/10 GROUND ELEVATION HOLE SIZE 5-inch
DRILLING CONTRACTOR Major Drilling Environmental GROUND WATER LEVELS:
DRILLING METHOD 8140 DT Sonic Geoprobe Rip Q AT TIME OF DRILLING 10.0 ft
LOGGED BY Amy Bondurant CHECKED BY Joel Lenk AT END OF DRILLING ---
NOTES overcast and cool AFTER DRILLING ---
w
�
U
a
Lu
w
SAMPLE ID
U
vi
o- O
MATERIAL DESCRIPTION
WELL DIAGRAM
o
a
< _j
Q
(D
U)
0
roe completed
SILT -soft, red 2.5YR 5/8, fine sandy silt ML, damp to moist,
with 3 foot by 4-inch
few gravels, micaceous
Bentonite
by 5-inch stick-up
Seal
surface completion.
3/8 inch hole plug
ML
installed from 2.0
Sand #2
feet bgs to ground
2" PVC Sch.
5
surface
Screened interval is
located from 5.0 feet
—Y.
5.0 — SILT -soft, pink 5YR 8/4, fine sandy silt ML, moist to wet
40 0.020" slot
Sand #2
to 2.0 feet bgs.
biotite-rich foliations, plagioclase and quartz -rich veins,
highly micaceous
Boring drilled to 15.0
feet bgs, hole caved
Bentonite
in to a depth of 10.0
ML
feet bgs when rods
10
were pulled. 3/8 inch
hole plug installed
Q
-
from 10.0 feet to 6.0
feet bgs and sand
12.0
installed from 6.0
—
SILT -medium stiff to soft, light gray 7.5YR 7/1, sandy silt
feet to 5.0 feet bgs.
ML, mostly lily, few medium to fine grain sands, moist to
ML
wet
15
15.0
Boring terminated at 15.0 feet.

WELL NUMBER 4401 C-CBP10
1 PAGE 1 OF 1
E N GI N EE RING 8t H YD R O G E O t-O GY
CLIENT International Paper Company PROJECT NAME Landfill 5 Permit #44-01 -Compliance Boundary Probes
PROJECT NUMBER 2055.0501-GLOBAL PROJECT LOCATION Beaverdam Road, Canton, NC
DATE STARTED 5/20/10 COMPLETED 5/20/10 GROUND ELEVATION HOLE SIZE 5-inch
DRILLING CONTRACTOR Maior Drilling Environmental GROUND WATER LEVELS:
DRILLING METHOD 8140 DT Sonic Geoprobe Rig Q AT TIME OF DRILLING 15.0 ft
LOGGED BY Amy Bondurant CHECKED BY Joel Lank AT END OF DRILLING ---
NOTES overcast and cool AFTER DRILLING ---
w
wLU
SAMPLE ID
0- J
MATERIAL DESCRIPTION
WELL DIAGRAM
0
0
Q
of
CD
0
Probe completed
SILT -soft, yellowish red 5YR 5/6, fine sandy silt ML, mostly
with 3 foot by 4-inch
silt, damp to moist, some medium to fine grained sand,
Cement Seal
by 5-inch stick-up
trace gravels, trace sub -rounded, cobble size rock
surface completion.
fragments, micaceous
3/8 inch hole plug
Bentonite
installed from 3.5
Seal
feet to 1.5 feet bgs.
5
Screened interval is
ML
Sand #2
located from 7.0 feet
2" PVC Sch.
to 4.0 feet bgs.
40 0.020" slot
Sand #2
Boring drilled to 20.0
10
feet bgs, hole caved
in to a depth of 15.0
—
10_0_________ ________________
SILT -soft, dark reddish brown 5YR 3/3, fine sandy silt ML,
feet bgs when rods
mostly silt, moist to wet, relic structures present, foliations,
were pulled. 3/8 inch
few weathered rock fragments, heavily micaceous
Bentonite
hole plug installed
from 15.0 to 8.0 feet
bgs and sand
installed from 8.0
15
feet to 7.0 feet bgs.
ML
Caved
sediment
—
19.0
— — — — — — — — — — — — — — — — — — — — — — — — — — --
ML
SILT -soft, light gray, fine sandy silt ML ,highly weathered
20
20 o rock pieces, damp
Boring terminated at 20.0 feet.

WELL NUMBER 4401C-CBP11
T PAGE 1 OF 1
ENGINEERING & HYDROGEOLOGYY
CLIENT International Paper Company PROJECT NAME Landfill 5 Permit #44-01 -Compliance Boundary Probes
PROJECT NUMBER 2055.0501-GLOBAL PROJECT LOCATION Beaverdam Road Canton, NC
DATE STARTED 5/20/10 COMPLETED 5/20110 GROUND ELEVATION HOLE SIZE 5-inch
DRILLING CONTRACTOR Maior Drilling Environmental GROUND WATER LEVELS:
DRILLING METHOD 8140 DT Sonic Geoprobe Rig AT TIME OF DRILLING 18.0 ft
LOGGED BY Amy Bondurant CHECKED BY Joel Lenk AT END OF DRILLING ---
NOTES overcast and cool AFTER DRILLING ---
w
a..
U
a $
LU
SAMPLE ID
U
(L O
MATERIAL DESCRIPTION
WELL DIAGRAM
ov
a
�J
C
0
roe completedSILT-soft,
yellowish red 5YR 5/6, sandy silt ML, mostly silt,
with 3 foot by 4-inch
some medium to fine grained sands, damp to moist, trace
Cement Seal
by 5-inch stick-up
gravels, micaceous, trace roots in upper 6 inches,
surface completion.
weathered rock fragments
Bentonite
3/8 inch hole plug
Seal
installed from 4.0
5
feet to 2.0 feet bgs.
ML
10
Screened interval
located from
feet to 5.0 feet bgs.
bg
—
10-0—
SILT -soft, pink 5YR 7/4, sandy silt ML, damp to moist, less
Sand #2
rock fragments, mostly silt
2" PVC Sch.
40 0.020" slot
ML
Boring drilled to 20.0
15
feet bgs, 3/8 inch
hole plug installed
from 20.0 feet to
18.0 feet bgs.
Number 2sand
_
17.0_________ ________ _______
installed from 18.0
SILT -soft, dark reddish gray 5YR 5/2 grading to a light gray
Sand #2
feet to 17.0 feet bgs.
5YR 7/1, fine sandy silt ML, moist to wet, highly weathered
ML
rock fragments present
Bentonite
20
20.0
Boring terminated at 20.0 feet.

WELL NUMBER 4401 C-CBP12
PAGE 1 OF 1
E N G IN E E R ING & HYDROGEOLOGY
CLIENT International Paper Company PROJECT NAME Landfill 5 Permit #44-01 -Compliance Boundary Probes
PROJECT NUMBER 2055.0501-GLOBAL PROJECT LOCATION Beaverdam Road, Canton, NC
DATE STARTED 5/20/10 COMPLETED 5121/10 GROUND ELEVATION HOLE SIZE 5-inch
DRILLING CONTRACTOR Maior Drilling Environmental GROUND WATER LEVELS:
DRILLING METHOD 8140 DT Sonic Geoprobe Rig Q AT TIME OF DRILLING 19.0 ft
LOGGED BY Amy Bondurant CHECKED BY Joel Lenk AT END OF DRILLING ---
NOTES overcast and cool AFTER DRILLING ---
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d jz�
w
SAMPLE ID
U
o- O
MATERIAL DESCRIPTION
WELL DIAGRAM
Q
IZ
(n
J
a
cn
0
roe completed
SILT -soft, yellowish red 5YR 5/6, sandy silt ML, damp,
with 3 foot by 4-inch
mostly silt, some medium to fine grained sand, trace clay,
Cement Seal
by 5-inch stick-up
trace gravels, heavily micaceous, trace foliations, few
surface completion.
weathered rock fragments
Bentonite
3/8 inch hole plug
Seal
installed from 4.0
5
feet to 2.0 feet bgs.
ML
10
Sand #2
2" PVC Sch.
Screened interval is
40 0.020" slot
located from 17.0
feet to 5.0 feet bgs.
Boring drilled toT.
14.0
feet, hole cavedtroin t. to
—
_________________
SILT -soft, reddish brown 5YR 5/3, sandy silt ML, damp to
15
19.0 feet bgs. 3/8
inch hole plug
moist, relic structures and foliations present, increased
amount of biotite
installed from 19.0
feet to 18.0 feet bgs
and sand installed
ML
Sand #2
from 18.0 feet to
17.0 feet bgs.
1.20.0
Bentonite
20
i
Boring terminated at 20.0 feet.

WELL NUMBER 4401C-CBP13
' PAGE 1 OF 1
- - ...
__- E NGIN EE RING & H YDR_OG EOLOGY
CLIENT International Paper Company PROJECT NAME Landfill 5 Permit #44-01-Compliance Boundary Probes
PROJECT NUMBER 2055.0501-GLOBAL PROJECT LOCATION Beaverdam Road Canton NC
DATE STARTED 5/18/10 COMPLETED 5/18/10 GROUND ELEVATION HOLE SIZE 5-inch
DRILLING CONTRACTOR Major Drilling Environmental GROUND WATER LEVELS:
DRILLING METHOD 8140 DT Sonic Geoprobe Rig AT TIME OF DRILLING 8.0 ft
LOGGED BY Amy Bondurant CHECKED BY Joel Lenk AT END OF DRILLING ---
NOTES foggV and cool AFTER DRILLING ---
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wi
Uj
SAMPLE ID
Q J
MATERIAL DESCRIPTION
WELL DIAGRAM
o
a
CD
Q
0
Probe completed
SILT -soft, reddish brown 5YR 5/4, fine sandy clayey silt
with a 3 foot by
ML, damp, mostly silt, trace granules, trace relic structures,
Cement Seal
4-inch by 5-inch
heavily micaceous
stick-up surface
completion.
ML
Bentonite
3/8 inch hole plug
Seal
installed from 3.5
5
feet to2.0feet bgs.
Screened interval is
_
5.0 __________________________
SILT -soft to medium stiff, light reddish brown 5YR 6/2,
Sand #2
located from 7.0 feet
ML
sandy silt ML, damp to moist, increased amount of sand,
2" PVC Sch.
to 4.0 feet bgs.
.
7.0
40 0.020" slot
Boring drilled to 9.0
_
SAPROLITE-medium stiff to hard, sandy silt ML, weathered
Sand #2
feet bgs. 318 inch
ML
crystalline biotite schist
hole plug installed
9.0
Bentonite
from 9.0 feet to 8.0
Boring terminated at 9.0 feet.
feet bgs and sand
installled from 8.0
feet to 7.0 feet bgs.

WELL NUMBER 4401C-CBP8
' 103 IT, to]' • PAGE 1 OF 1
E N G IN E E R I N G & H Y DR O G E O LOG Y
CLIENT International Paper Company PROJECT NAME Landfill 5, Permit #44-01 -Compliance Boundary Probes
PROJECT NUMBER 2055.0501-GLOBAL PROJECT LOCATION Beaverdam Road Canton, NC
DATE STARTED 5/19110 COMPLETED 5/19/10 GROUND ELEVATION HOLE SIZE 5-inch
DRILLING CONTRACTOR Maior Drilling Environmental GROUND WATER LEVELS:
DRILLING METHOD 8140 DT Sonic Geoprobe Rig VAT TIME OF DRILLING 28.0 It
LOGGED BY Amy Bondurant CHECKED BY Joel Lenk AT END OF DRILLING ---
NOTES sunny and cool AFTER DRILLING ---
w
ww
SAMPLE ID
(
Q O
MATERIAL DESCRIPTION
WELL DIAGRAM
Q
o
Q
(D
U)
0
ro a completedCLAY-soft,
brown 7.5 YR 5/3, fine sandy silty clay CL,
with 3 foot by 4-inch
damp, trace granules, micaceous, upper 6 inches
Cement Seal
by 5-inch stick-up
organic -rich soil with abundant roots
surface completion.
CL-
3/8 inch hole plug
ML
Bentonite
installed from 3.5
Seal
feet to 2.0 feet bgs.
5
—
5.0----------
SILT -soft, pinkish gray 7.5YR 6/2, sandy silt ML, damp,
;
some medium to fine grained sand, trace gravels, relic
structures and foliations present, micaceous
10
Screened interval
located from 22.0
feet to 5.0 feet bgs.
ML
Sand #2
2" PVC Sch.
40 0.020" slot
15
Boring drilled to 30.0
feet, filled in to 29.0
feet bgs when rods
pulled. 3/8 inch hole
:.
18.0
plug installed from
29.0 feet to 23.0 feet
—
SILTedi -mum stiff, very pale brown 10YR 8/2, fine sandy
bgs and sand
silt ML, damp to moist, large cobbles of weathered rock
20
installed from 23.0
feet to 22.0 feet bgs.
fragments, very hard drilling
Sand #2
ML
25
Bentonite
30
30.0
Boring terminated at 30.0 feet.

WELL NUMBER 440`9C-CBP9
' PAGE 1 OF 1
ENGINEERING & H YOROGEOLOGY
CLIENT International Paper Company PROJECT NAME Landfill 5 Permit #44-01-Compliance Boundary Probes
PROJECT NUMBER 2055.0501-GLOBAL PROJECT LOCATION Beaverdam Road Canton, NC
DATE STARTED 5/20/10 COMPLETED 5/20/10 GROUND ELEVATION HOLE SIZE 5-inch
DRILLING CONTRACTOR Maior Drilling Environmental GROUND WATER LEVELS:
DRILLING METHOD 8140 DT Sonic Geoprobe Rig AT TIME OF DRILLING 18.0 ft
LOGGED BY Amy Bondurant CHECKED BY Joel Lenk AT END OF DRILLING ---
NOTES overcast and cool AFTER DRILLING ---
w
CEO
w iE
a
SAMPLE ID
Q
MATERIAL DESCRIPTION
WELL DIAGRAM
o
rr,
0
roe completed
SILT -soft, reddish gray 5YR 5/2, fine sandy silt ML, mostly
with 3 foot by 4-inch
silt, some fine grain sand, trace clay, damp to moist,
Cement Seal
by 5-inch stick-up
micaceous, trace relic structures
surface completion.
ML
Bentonite
3/8 inch hole plug
Seal
installed from 4.0
5
feet to 2.0 feet bgs.
_
5.0__________________________
v SILT -medium stiff to soft, weak red 2.5 YR 4/2, sandy silt
ML,damp to moist, increase in medium to fine grain sand,
biotite banding, weathered quart and plagioclase -rich
veins, large sheets of mica
10
Screened interval
located from 17.0
feet to 5.0 feet bgs.
Sand #2
ML
2" PVC Sch.
40 0.020" slot
15
Boring drilled to 20.0
feet bgs, 3/8 inch
hole plug installed
from 20.0 feet
1 feet bgs. Sand
—
SILT -medium stiff to soft, white 5YR 8/1, sandy silt ML,
Sand #2
moist to wet, large fragments of weathered rock in bottom
alled from 18.0
installed
ML
foot of sample
feet to 17.0 feet bgs.
Bentonite
20
20.0
Boring terminated at 20.0 feet.