8801_CORR_20191010 Ash Landfill Evaluation Report

SME Ak
SEVEE & MAHER_
ENGINEERS
October 10, 2019
Ms. Debora Aja
Western Environmental Program Supervisor
North Carolina Department of Environmental Quality
217 West Jones Street
Raleigh, NC 27603
4 Blanchard Road, P.O. Box 85A
Cumberland, ME 04021
Tel: [phone] • Fax: [phone]
[e-mail]
smemaine.com
Subject: Evaluation Report of Slope Pin and Piezometer Monitoring Data
Ash Landfill
Glatfelter
Pisgah Forest, NC
Dear Ms. Aja
Consistent with Sevee & Maher Engineers, Inc.'s (SME) letter to the North Carolina Department of
Environmental Quality (i.e., letter to D. Aja) dated July 9, 2019, Glatfelter has been performing routine
monitoring of nineteen slope pins and eleven piezometers at the Ash Landfill in Pisgah Forest, North
Carolina. The monitoring was instituted in mid -May, 2019 to address possible landfill movement as
identified from previous monitoring of several of those same instruments. This letter addresses
monitoring data collected for September 2019.
The slope pin monitoring consists of determining the horizontal (i.e., northing and easting) and vertical
(i.e., elevation) position of each pin by way of ground survey. Monitoring of the piezometers consists of
measuring the depth to water in each piezometer and calculating the water elevation based on a
previous elevation survey of the piezometer pipe openings. Figure 1 shows the location and
identification of each of the slope pins and piezometers monitored. Survey control for the slope pin and
piezometer monitoring is based on permanent control points, which are located near the Ash Landfill
perimeter, but outside of the waste limit. The horizontal and vertical position of the control points was
refreshed in May 2019 when the weekly monitoring was initiated.
The slope pin and piezometer data presented in this letter and subsequent monitoring data letters for
the Ash landfill are meant to extend the information provided in the July 9, 2019 letter to NCDEQ. In this
way the slope movements and water levels discussed herein draw from complete data sets for the pins
and piezometers as collected since survey control at the landfill site was refreshed in May.
Please note that the pin monitoring data collected on September 12, 2019 was questioned by the
surveyor as having been potentially affected by poor visibility (i.e., fog at the landfill). Specifically, several
horizontal distance readings resulted in pin lateral displacements of approximately 1 inch. Previous
survey of those same pins had showed lateral displacements of less than %-inch, which is generally the
accepted accuracy for the survey instruments and methods for the pin monitoring. The September 24,
2019 survey showed lateral displacement results for all pins similar to those for July and August 2019.
ENVIRONMENTAL • CIVIL • GEOTECHNICAL • WATER • COMPLIANCE
19148 20191010da

SME Aak
SEVEE & MAHER_
ENGINEERS
Consequently the pins with lateral displacements of approximately 1 inch for the September 12, 2019
monitoring were treated as outliers for this letter.
SLOPE PINS
There are nineteen slope pins installed in the surface of the Ash Landfill to monitor for possible slope
movement. The pin identifications, in terms their horizontal coordinates and elevations, are listed in
Table 1. The pin position information in Table 1 is based on survey completed on May 15, 2019 by
Carolina Mountain Survey (CMS) of Brevard, North Carolina.
Graphical data displays for the slope pins are presented in Attachment 1 to this letter. The displays show
the following:
• A plot of the horizontal movement of each pin since May 15, 2019; and
• A plot of the vertical movement of each pin since May 15, 2019.
It should be noted that the September 2019 measurements of horizontal movement are shown as green
data points on the Attachment 1 plots in effort to distinguish the recent data from previous data.
Discussions with CMS regarding precision and accuracy relative to the horizontal and vertical survey for
the slope pins indicates that though the precision provided by the survey instruments used for the pin
locations is quite high (to the nearest 0.001 foot or less) it is likely that the accuracy of the horizontal
and vertical measurements from a practical standpoint is more or less on the order of % inch (i.e.
approximately .05 feet [e.g., about the diameter of a dime]). As such it is important to understand, that
for the purposes of this letter, pin movements (both horizontal and/or vertical), which are less than
inch as compared to the initial location for the same pin are likely not indicators of landfill movement.
Similarly, pin movements in excess of% inch are not considered to be an indication of landfill movement
until at least two follow up consecutive readings support that deformation of the landfill has occurred.
This consideration of corroborating measurements avoids potential false -positives due to such things as
human error. Review of the horizontal movement plots show that the green data points generally fall
within the grouping of previous data points, which indicates that little to no pin horizontal movement
has occurred since May 2019, within the accuracy of the survey. Similarly, review of the vertical moment
plots shows essentially no elevation change for any of the pins since May 2019, within the accuracy of
the survey.
DI1:7nUFTFRC
Eleven piezometers in the Ash Landfill are used to monitor for water level changes in the waste deposit.
The piezometer identifications and associated elevations (i.e., the top of the piezometer pipe,
piezometer tip, and local ground surface) are listed in Table 2. The piezometer elevation information
shown in Table 2 is based on survey performed by CMS in May 2019.
Table 2 includes a summary of the water level data collected during the period of May 7, 2019 through
September 24, 2019 as well as water levels measured at the Ash Landfill since May 2014. Water level
monitoring has been performed in various piezometers in the Ash Landfill since 2007.
19148 20191010da
October 10, 2019
Page 2 of 4

SME Aak
SEVEE & MAHER_
ENGINEERS
Review of the piezometer water levels in Table 2 shows no changes that are considered technically
significant with respect to a possible changed condition in the waste deposit. Review of Table 2 also
shows that the water levels in the piezometers are suggestive of a water table in the landfill that is at,
or near, the lower limit of the waste deposit. Visual inspection of the Ash Landfill's piezometer water
level history shows no changes or trends that are considered potentially problematic relative to the
geotechnical performance of the waste deposit.
CONCLUSIONS AND RECOMMENDATIONS
The slope pin monitoring data presented and discussed in this letter indicate that little, if any, movement
of the Ash Landfill has occurred since mid -May 2019 or possibly before. The piezometer monitoring data
collected for the Ash Landfill shows no apparent changes in the waste deposit water levels that are
considered sufficient to cause large vertical deformations or changes in slope stability.
The next data evaluation letter to NCDEQ is planned for early November 2019 barring no unforeseen
conditions relative to landfill behavior are identified.
If you have and questions or comments regarding the contents of this letter, please do not hesitate to
contact me.
Sincerely,
SEVEE & MAHER ENGINEERS, INC.
A,� `(/ 471/�
Matthew W. Muzzy, P.E.
Principal/Senior Geoenvironmental Enginer
Attachments
cc: Jill Urey, Glatfelter
Mike Cody, DMC Remediation & Laboratory Consulting, LLC
Jack Garren
19148 20191010da
October 10, 2019
Page 3 of 4

0v-1�PZ-2R
P74
a
I
NOTES:
1. BASEMAP ADAPTED FROM RECORD DRAWING TITLED "FINAL
GRADING PLAN" BY SME, DATED JUNE 6, 2006.
2. EXISTING TOPOGRAPHY FROM GOGGLE EARTH.
3. LOCATIONS FOR PIEZOMETERS AND PINS PROVIDED BY
CAROLINA MOUNTAIN SURVEY OF BREVARD, NORTH CAROLINA.
DWG: WATER LEVEL PROFILE LMN: FIG 1 ASH PIN CTB: SME-STD REV:
.e.
RAVEL ACCESS//
DAD (TYP) \
ASH 3 ASH-2 D
1-34 / ♦ ASH-1 i
ASH 33 A ASH-6
ASH-4 OASH-31--
22I0 DD
D D
V7 /
-B-9A,B
D
ASH-21�J
2210- )
ASH-27
0
�12g 1 a
LEGEND
FIGURE 1
BORING/PIEZOMTER LOCATION ASH LANDFILL MONITORING LOCATIONS
PIN LOCATION GLATFELTER
PISGAH FOREST, NORTH CAROLINA
SME
50 0 100FEET SEVEE & MAHER
ENGINEERS

Table 1
Slope Pin Locations
Ash Landfill
Glatfelter
Northing
Easting
Elevation
Ash 1
570549.94
898426.71
2204.07
Ash
2
570556.09
898409.74
2197.38
Ash
3
570561.64
898397.03
2193.52
Ash
4
570529.81
898336.47
2179.00
Ash
5
570534.66
898322.32
2174.87
Ash
6
570541.59
898448.83
2211.56
Ash
21
570403.20
898484.27
2211.74
Ash
22
570369.96
898476.59
2200.85
Ash
23
570333.40
898466.36
2187.47
Ash
24
570292.66
898455.95
2172.25
Ash
25
570217.85
898436.32
2152.01
Ash
26
570180.30
898423.20
2134.82
Ash
27
570144.38
898411.75
2125.72
Ash
31
570524.17
898429.41
2207.71
Ash
32
570534.80
898391.89
2195.02
Ash
33
570545.92
898352.62
2181.69
Ash
34
570555.49
898313.90
2169.56
Ash
35
570565.97
898274.38
2155.42
Ash
36
570573.70
898239.54
2143.34
Northings, Easting, and Elevation based on survey by Carolina
Mountain Survey, May 15, 2019

Table 2
Piezometer Water Level Elevations
Ash Landfill
Glatfelter
Piezometer
Piezometer Elevations
Date
B8
B9-A
B9-B
B10-A
B10-B
PZ-2
PZ-2R
PZ-3
PZ-4
PZ-5
Q88V7
Elevation of Piezometer Top Opening (feet)
2119.91
2215.40
2215.90
2178.08
2178.51
2122.06
2120.01
2170.46
2199.56
2204.19
2233.17
Elevation of Piezometer Tip (feet)
2097.96
2166.10
2158.41
2125.55
2138.05
2102.06
2088.07
2119.76
2167.64
2152.69
2155.91
Ground Elevation at Piezometer (feet)
2119.25
2213.56
2213.61
2175.52
2175.59
2119.16
2119.26
2166.39
2196.13
2200.50
2230.14
Shading indicates Dry Piezometer
Shading indicates Broken and Dry Piezometer
Elevation
of Water
Level in
Piezometer (feet)
5/3/14
2099.68
2146.09
2157.71
2132.05
2137.67
2102.05
2096.65
2129.66
2162.53
2151.68
2178.12
8/13/14
2099.20
2146.02
2157.71
2131.80
2137.67
2102.04
2096.63
2129.30
2162.52
2151.68
2176.13
11/5/14
2098.59
2145.15
2157.70
2131.74
2137.67
2102.04
2096.22
2129.04
2162.52
2151.67
2174.43
2/7/15
2099.49
2144.65
2157.71
2131.78
2137.68
2102.04
2096.63
2129.23
2162.53
2151.68
2173.50
5/8/15
2098.01
2144.41
2157.70
2131.62
2137.67
2102.06
2096.66
2129.16
2162.53
2151.67
2174.19
8/11/15
2097.56
2144.05
2157.70
2130.98
2137.67
2102.02
2095.91
2128.41
2162.53
2151.67
2172.81
11/17/15
2101.22
2143.37
2157.70
2130.36
2137.67
2102.31
2097.19
2128.15
2162.53
2151.67
2172.26
2/12/16
2101.41
2145.37
2157.70
2132.23
2137.67
2102.26
2097.26
2129.77
2162.53
2151.67
2178.98
5/24/16
2097.56
2145.75
2157.70
2131.88
2137.67
2102.25
2096.19
2129.46
2162.53
2151.67
2178.99
8/16/16
2098.21
2145.61
2157.70
2131.28
2137.67
2102.26
2096.31
2128.30
2162.53
2151.67
2175.17
11/15/16
2097.55
2144.32
2157.70
2130.69
2137.67
2102.23
2095.81
2127.78
2162.53
2151.67
2172.22
2/15/17
2098.86
2142.87
2157.70
2127.68
2137.67
2102.17
2096.26
2126.97
2162.53
2151.67
2169.48
5/9/17
2100.76
2141.76
2157.70
2119.39
2137.67
2102.19
2097.03
2127.23
2162.53
2151.67
2168.97
8/15/17
2098.64
2141.62
2157.70
2130.10
2137.67
2098.47
2100.12
2128.34
2162.53
2151.67
2170.75
11/14/17
2100.26
2141.97
2157.70
2130.18
2136.23
2098.81
2100.12
2128.18
2161.76
2151.67
2171.30
2/16/18
2101.08
2142.81
2157.70
2130.96
2136.23
2103.06
2097.67
2129.08
2161.76
2151.66
2173.15
5/15/18
2099.35
2144.15
2157.70
2131.73
2137.23
2102.17
2096.64
2129.47
2161.76
2151.67
2176.05
8/14/18
2100.66
2145.00
2157.70
2132.09
2138.23
2102.13
2097.20
2129.68
2161.76
2151.67
2179.33
11/27/18
2101.77
2146.50
2157.70
2132.38
2139.23
2102.10
2097.66
2129.99
2163.76
2151.67
2180.27
2/15/19
2100.90
2147.40
2157.70
2132.83
2140.23
2102.11
2097.23
2130.46
2161.67
2151.69
2184.67
5/7/19
2100.81
2165.48
2157.85
2132.66
2137.70
2102.11
2097.01
2130.05
2161.76
2169.78
2187.02
5/24/19
2099.75
2165.64
2157.87
2132.72
2137.70
2102.15
2096.21
2130.19
2163.78
2151.80
2186.57
5/28/19
2100.06
2165.62
2157.82
2132.68
2137.68
2102.13
2097.03
2130.18
2163.80
2151.79
2186.48
6/4/19
2098.93
2165.61
2157.84
2132.52
2137.68
2102.08
2097.56
2129.97
2163.81
2151.79
2185.98
6/11/19
2098.51
2165.64
2157.85
2132.52
2137.68
2102.10
2096.63
2130.01
2163.81
2151.79
2185.65
6/18/19
2098.94
2165.65
2157.86
2132.64
2137.69
2102.10
2096.58
2130.13
2163.81
2151.81
2185.34
06/25/19
2099.03
2165.65
2157.85
2132.50
2137.69
2102.10
2096.60
2130.97
2163.82
2151.81
2184.92
07/02/19
2098.96
2165.65
2157.85
2132.59
2137.67
2102.08
2096.53
2130.00
2163.81
2151.79
2185.56
07/09/19
2098.45
2165.61
2157.84
2132.39
2137.67
2102.10
2096.47
2129.86
2163.81
2151.79
2184.12
07/16/19
2098.24
2165.64
2157.84
2132.39
2137.68
2102.08
2096.43
2129.85
2163.81
2151.79
2183.74
07/23/19
2098.31
2165.65
2157.84
2132.39
2137.71
2102.05
2096.51
2129.86
2163.81
2151.79
2183.37
07/30/19
2098.37
2165.48
2157.85
2132.35
2137.68
2102.07
2096.42
2129.75
2163.81
2151.79
2182.97
08/13/19
2098.06
2175.50
2157.86
2132.35
2137.69
2102.11
2096.42
2129.74
2163.82
2151.81
2182.21
08/30/19
2098.39
2175.50
2157.80
2131.17
2137.67
2102.10
2096.48
2129.48
2163.81
2151.79
2183.22
09/13/19
2097.81
2175.50
2157.85
2132.11
2137.68
2102.07
2096.37
2129.43
2163.80
2151.79
2180.52
09/24/19
2097.67
2175.50
2157.85
2132.21
2137.68
2102.06
2096.29
2129.49
2163.80
2151.79
2180.03

ATTACHMENT 1
SLOPE PIN DATA DISPLAYS
SME
SEVEE & MAHER
ENGINEERS

Ash 1
570550.05
w
5
3
12
Date
Northing
Ea sting
Elev
Pointri
5/15/2019
570549.94
898426.71
2204.07
1
5/21/2019
570549.92
898426.68
2204.07
2
5/28/2019
570549.94
898426.71
2204.08
3
6/4/2019
570549.93
898426.70
2204.08
4
6/13/2019
570549.93
898426.71
2204.06
5
6/21/2019
570549.94
898426.72
2204.06
6
6/25/2019
570549.92
898426.71
2204.06
7
7/2/2019
570549.93
898426.72
2204.05
8
7/9/2019
570549.93
898426.71
2204.07
9
7/16/2019
570549.93
898426.72
2204.06
10
7/24/2019
570549.92
898426.72
2204.06
11
7/30/2019
570549.93
898426.71
2204.05
12
8/13/2019
570549.93
898426.70
2204.05
8/28/2019
570549.93
898426.70
2204.05
9/12/2019
570549.93
898426.72
2204.06
N16
9/24/2019
570549.92
898426.70
2204.04

Ash 2
570556.10
H
u
l7
z 510556.05
2
0
Z
570556.00
858409.70 898409.75
898409.8C
EASTING - FEET
HORIZONTAL MOVEMENT
Ash 2
2197,45
LL
z
0
2197.40
w
2197.35
5/5/2019
6/4/2019 7/4/2019 8/3/2019
9/2/2019
10/2/2019
DATE
VERTICAL MOVEMENT
SLOPE PIN MOVEMENT DATA
SLOPE PIN - ASH 2
HORIZONTAL AND VERTICAL MOVEMENT
ASH LANDFILL
GLATFELTER
PISGAH FOREST, NORTH CAROLINA
NOTE:
S M E
DATA PLOTS BASED ON MAY 15,
2019 THROUGH
SEVEE & MAHER
SEPTEMBER 242019 MONITORING PERIOD. ,
ENGINEERS
DWG: ASH PINS LMN: LMN
CTB:
SME-STD REV: 10/8/2019
5 8
6
1
3
�
4 �
10
13
r �
15
I 9
11�-12
z
7 14
•
Date
Northing
Easting
Elev
Pointk
5/15/2019
570556.09
898409.74
2197.38
1
5/21/2019
570556.07
898409.71
2197.39
2
5/28/2019
570556.08
898409.73
2197.40
3
6/4/2019
570556.08
898409.73
2197.40
4
6/13/2019
570556.08
898409.73
2197.38
5
6/21/2019
570556.08
898409.75
2197.38
6
6/25/2019
570556.07
898409.73
2197.38
7
7/2/2019
570556.09
898409.74
2197.37
8
7/9/2019
570556.08
898409.74
2197.39
9
7/16/2019
570556.08
898409.75
2197.38
10
7/24/2019
570556.07
898409.73
2197.38
11
7/30/2019
570556.08
898409.75
2197.38
12
8/13/2019
570556.07
898409.73
2197.37
13
8/28/2019
570556.07
898409.74
2197.37
14
9/12/2019
570556.08
898409.75
2197.38
15
9/24/2019
570556.07
898409.74
2197.36
16

Ash 3
570561.70
LL
_
10
• rr r • • • r
• r
•
Date
Date
Northing
Fasting
Elev
Point#f
5/15/2019
570561.64
898397.03
2193.52
1
5/21/2019
570561.63
898397.01
2193.52
2
5/28/2019
570561.63
898397.02
2193.54
3
6/4/2019
570561.63
898397.02
2193.54
4
6/13/2019
570561.63
898397.02
2193.52
5
6/21/2019
570561.63
898397.02
2193.52
6
6/25/2019
570561.63
898397.03
2193.52
7
7/2/2019
570561.63
898397.04
2193.51
8
7/9/2019
570561.63
898397.02
2193.52
9
7/16/2019
570561.63
898397.03
2193.52
10
7/24/2019
570561.62
898397.03
2193.52
11
7/30/2019
570561.63
898397.03
2193.51
12
8/13/2019
570561.63
898397.03
2193.51
13
8/28/2019
570561.62
898397.02193
2.51
14
9/12/2019
570561.63
898397.04
2193.52
15
9/24/2019
570561.63
898397.04
2193.50
16

Ash 4
570529,90
w
LL
z 570529,85
x
6 7
10
3
Z
n 16
8
15
12 c 1
2 4 11 1 14 13
570529.80
898235.40 898336.45
898336.50
EASTING - FEET
HORIZONTAL MOVEMENT
Ash 4
2179.05
w
w
z
❑ 2179.00
7-
7
Lu
2179.95
5/512D19
6/4/2019 7/4/2019 8/3/2019
9/2/2019
10/2/2019
DATE
VERTICAL MOVEMENT
SLOPE PIN MOVEMENT DATA
SLOPE PIN - ASH 4
HORIZONTAL AND VERTICAL MOVEMENT
ASH LANDFILL
GLATFELTER
PISGAH FOREST, NORTH CAROLINA
NOTE:
SM E
DATA PLOTS BASED ON MAY 15, 2019 THROUGH
SEVEE & MAH ER
SEPTEMBER 24, 2019 MONITORING PERIOD.
ENGINEERS
DWG: ASH PINS LMN: LMN CTB:
SME-STD REV10/8/2019 :
Date
Northing
Easting
Elev
Pointq
5/15/2019
570529.81
898336.47
2179.00
1
5/21/2019
570529.82
898336.43
2179.00
2
5/28/2019
570529.82
898336.47
2179.02
3
6/4/2019
570529.81
898336.44
2179.02
4
6/13/2019
570529.82
898336.45
2179.00
5
6/21/2019
570529.81
898336.44
2179.00
6
6/25/2019
570529.82
898336.45
2179.00
7
7/2/2019
570529.81
898336.45
2179.00
8
7/9/2019
570529.82
898336.44
2179.01
9
7/16/2019
570529.82
898336.45
2179.00
10
7/24/2019
570529.81
898336.44
2179.01
11
7/30/2019
570529.82
898336.46
2179.00
12
8/13/2019
570529.81
898336.45
2179.00
13
8/28/2019
570529.81
898336.45
2179.00
14
9/12/2019
570529.82
898336.47
2179.00
15
9/24/2019
570529.81
898336.47
2178.99
16

Ash 5
570534-70
F
w
11
12
Date
Northing
Easting
Elev
Point ri
6/15/2019
670634.66
898322.32
2174.87
1
6/21/2019
670634.66
898322.31
2174.87
2
6/28/2019
670634.67
898322.33
2174.89
3
6/4/2019
670634.67
898322.31
2174.89
4
6/13/2019
670634.66
898322.31
2174.87
6
6/21/2019
670634.66
898322.31
2174.87
6
6/25/2019
670634.67
898322.32
2174.87
7
7/2/2019
670634.66
898322.31
2174.87
8
7/9/2019
570534.67
898322.31
2174.88
9
7/16/2019
570534.66
898322.31
2174.87
10
7/24/2019
570534.66
898322.31
2174.88
11
7/30/2019
570534.67
898322.33
2174.87
12
8/13/2019
570534.67
898322.32
2174.86
13
8/28/2019
570534.66
898322.31
2174.87
570534.66
898322.332174.88
fl9/12/2019
9/24/2019
570534.67
898322.332174.86

Ash 6
570541.65
w
12
Date
Northing
Easting
Elev
Point q
5/15/2019
570541.59
898448.83
2211.56
1
5/21/2019
570541.60
898448.77
2211.54
2
5/28/2019
570541.60
898448.79
2211.55
3
6/4/2019
570541.59
898448.80
2211.55
4
6/13/2019
570541.60
898448.79
2211.53
5
6/21/2019
570541.59
898448.78
2211.53
6
6/25/2019
570541.59
898448.80
2211.52
7
7/2/2019
570541.60
898448.80
2211.52
8
7/9/2019
570541.59
898448.79
2211.53
9
7/16/2019
570541.59
898448.80
2211.52
10
7/24/2019
570541.59
898448.79
2211.52
11
7/30/2019
570541.60
898448.80
2211.52
12
8/13/2019
570541.59
898448.78
2211.51
13
8/28/2019
570541.59
898448.79
2211.51
14
9/12/2019
570541.60
898448.81
2211.52
15
9/24/2019
570541.58
898448.79
2211.51
16

Ash 21
570403.30
Lu
w
LL
z 570403.25
5
12 1
2
3 2 7
oM 9 A
10
4
1 0
570403.20
898484.20
898494.25
998494.30
FASTING - FEET
HORIZONTAL MOVEMENT
Ash 21
2211.75
W
LL
Z
O 2211.70Lu
-
H
a
Lu
J
W
2211.65
5/5/2019 6/4/2019
7/4/2019 8/3/2019
9/2/2019
10/2/2019
DATE
VERTICAL MOVEMENT
SLOPE PIN MOVEMENT DATA
SLOPE PIN - ASH 21
HORIZONTAL AND VERTICAL MOVEMENT
ASH LANDFILL
GLATFELTER
PISGAH FOREST, NORTH CAROLINA
NOTE:
SM E
DATA PLOTS BASED ON MAY 15, 2019 THROUGH
SEVEE & MAH ER
SEPTEMBER 24, 2019 MONITORING PERIOD.
ENGINEERS
DWG: ASH PINS LMN: LMN CTB: SME-STD REV10/8/2019:
e
No

Ash 22
570370.C5
w
uw
z 570370.00
13
11
Date
Northing
Easting
Elev
Point ri
5/15/2019
570369.96
898476.59
2200.85
1
5/21/2019
570369.99
898476.55
2200.86
2
5/28/2019
570369.98
898476.56
2200.87
3
6/4/2019
570370.01
898476.53
2200.85
4
6/13/2019
570369.99
898476.56
2200.86
S
6/21/2019
570370.04
898476.51
2200.85
6
6/25/2019
570369.99
898476.55
2200.86
7
7/2/2019
570370.01
898476.56
2200.84
8
7/9/2019
570369.98
898476.67
2200.85
9
7/16/2019
570370.01
898476.65
2200.84
10
7/24/2019
570369.99
898476.57
2200.85
11
7/30/2019
570370.01
898476.53
2200.83
12
8/13/2019
570370.01
898476.55
2200.82
13
8/28/2019
570369.98
898476.57
2200.84
14
9/12/2019
570370.06
898476.51
2200.83
15
9/24/2019
570369.98
898476.58
2200.83
16

Ash 23
570333.50
15
Lu
LL
L)
z 570333.45
r
Q
Z
570333.40
898466.28 898466.34 898466.40
EASTING - FEET
HORIZONTAL MOVEMENT
Ash 23
2187.50
Lu
W
LL �
z
p 2187.45
H
7
J
W
2187.40
5/5/2019 6/4/2019 7/4/2019 8/3/2019 9/2/2019 10/2/2019
DATE
VERTICAL MOVEMENT
SLOPE PIN MOVEMENT DATA
SLOPE PIN - ASH 23
HORIZONTAL AND VERTICAL MOVEMENT
ASH LANDFILL
GLATFELTER
PISGAH FOREST, NORTH CAROLINA
NOTE: SM E
DATA PLOTS BASED ON MAY 15, 2019 THROUGH SEVEE & MAH ER
SEPTEMBER 24, 2019 MONITORING PERIOD. ENGINEERS
DWG: ASH PINS LMN: LMN CTB: SME-STD REV: 10/8/2019
6
4 13 g
7 10
� � 5
12
2� 1 11
Date
Date
Northing
Easting
Elev
Point#
5/15/2019
570333.40
898466.36
2187.47
1
5/21/2019
570333.42
898466.34
2187.48
2
5/28/2019
570333.42
898466.35
2187.49
3
6/4/2019
570333.43
898466.32
2187.47
4
6/13/2019
570333.42
898466.35
2187.48
5
6/21/2019
570333.47
898466.31
2187.48
6
6/25/2019
570333.43
898466.34
2187.49
7
7/2/2019
570333.44
898466.35
2187.47
8
7/9/2019
570333.40
898466.36
2187.48
9
7/16/2019
570333.42
898466.35
2187.47
10
7/24/2019
570333.41
898466.37
2187.48
11
7/30/2019
570333.43
898466.33
2187.47
12
8/13/2019
570333.43
898466.35
2187.47
13
8/28/2019
570333.40
898466.36
2187.47
14
9/12/2019
570333.48
898466.30
2187.47
15
9/24/2019
570333.40
898466.37
2187.47
16

Ash 24
570292.75
HLu
■
28
Date
Northing
Easting
Elev
Point 11
5/15/2019
570292.66
898455.95
2172.25
1
5/21/2019
570292.70
898455.91
2172.26
2
5/28/2019
570292.73
898455.90
2172.26
3
6/4/2019
570292.71
898455.90
2172.25
4
6/13/2019
570292.70
898455.92
2172.26
5
6/21/2019
570292.74
898455.88
2172.25
6
6/25/2019
570292.70
898455.91
2172.27
7
7/2/2019
570292.72
898455.91
2172.24
8
7/9/2019
570292.68
898455.93
2172.26
9
7/16/2019
570292.71
898455.90
2172.26
10
7/24/2019
570292.69
898455.92
2172.25
11
7/30/2019
570292.72
898455.90
2172.24
12
8/13/2019
570292.70
898455.92
2172.24
13
8/28/2019
570292.67
898455.93
2172.25
14
9/12/2019
570292.75
898455.87
2172.24
15
9/24/2019
570292.67
898455.94
2172.24
16

Ash 25
570217.95
Lu
W
W
LL
z 570217.90
15
4
8
i�■
5a31
■ 9
13
10
■ �r 16
14- ,-2
570217.35
898436.25 898436.30 898436.35
EASTING - FEET
HORIZONTAL MOVEMENT
Ash 25
2152.05
W •
LL
Z
O 2152.00
i- ■
Q
W
ui
2151.95
5/5/2019 6/4/2019 7/4/2019 8/3/2019 9/2/2019 10/2/2019
DATE
VERTICAL MOVEMENT
Date
Northing
Easting
Elev
Point#
5/15/2019
570217.85
898436.32
2152.01
1
5/21/2019
570217.85
898436.33
2152.00
2
5/28/2019
570217.89
898436.30
2152.02
3
6/4/2019
570217.89
898436.29
2152.01
4
6/13/2019
570217.88
898436.31
2152.01
5
6/21/2019
570217.92
898436.28
2152.01
6
6/25/2019
570217.89
898436.30
2152.02
7
7/2/2019
570217.90
898436.30
2152.00
8
7/9/2019
570217.87
898436.32
2152.01
9
7/16/2019
570217.88
898436.30
2152.01
10
7/24/2019
570217.88
898436.31
2152.01
11
7/30/2019
570217.89
898436.29
2152.00
12
8/13/2019
570217.88
898436.30
2152.00
13
8/28/2019
570217.85
898436.32
2152.00
14
9/12/2019
570217.93
898436.27
2152.00
15
9/24/2019
570217,85
898436.33
2152.00
16
SLOPE PIN MOVEMENT DATA
SLOPE PIN - ASH 25
HORIZONTAL AND VERTICAL MOVEMENT
ASH LANDFILL
GLATFELTER
PISGAH FOREST, NORTH CAROLINA
NOTE: SM E
DATA PLOTS BASED ON MAY 15, 2019 THROUGH SEVEE & MAH ER
SEPTEMBER 24, 2019 MONITORING PERIOD. ENGINEERS
DWG: ASH PINS LMN: LMN CTB: SME-STD REV: 10/8/2019

Ash 26
570180.35
LuLu
570180.30
_z
x
4
Z
570190.25
893423.15 898423.20
898423.25
EASTING - FEET
HORIZONTAL MOVEMENT
Ash 26
2134.85
Lu
LL
Z
D 2134.80
H
J
W
2134.75
5/5/2019
6/4/2019 7/4/2019 8/3/2019
9/2/2019
10/2/2019
DATE
VERTICAL MOVEMENT
SLOPE PIN MOVEMENT DATA
SLOPE PIN - ASH 26
HORIZONTAL AND VERTICAL MOVEMENT
ASH LANDFILL
GLATFELTER
PISGAH FOREST, NORTH CAROLINA
NOTE:
SM E
DATA PLOTS BASED ON MAY 15, 2019 THROUGH
SEVEE & MAH ER
SEPTEMBER 24, 2019 MONITORING PERIOD.
ENGINEERS
DWG: ASH PINS LMN: LMN CTB:
SME-STD REV10/8/2019
:
5
3
�, 7
13
12110
a� 2
x
1
14
16
Date
Northing
Easting
Elev
Point q
5/15/2019
570180.30
898423.20
2134.82
1
5/21/2019
570180.31
898423.19
2134.84
2
5/28/2019
570180.33
898423.17
2134.82
3
6/4/2019
570180.32
898423.19
2134.82
4
6/13/2019
570180.35
898423.16
2134.82
S
6/21/2019
570180.32
898423.18
2134.84
6
6/25/2019
570180.34
898423.18
2134.82
7
7/2/2019
570180.31
898423.19
2134.83
8
7/9/2019
570180.31
898423.19
2134.82
9
7/16/2019
570180.32
898423.19
2134.83
10
7/24/2019
570180.31
898423.20
2134.82
11
7/30/2019
570180.33
898423.17
2134.82
12
8/13/2019
570180.32
898423.19
2134.81
13
8/28/2019
570180.30
898423.19
2134.82
14
9/12/2019
570180.37
898423.16
2134.82
15
9/24/2019
570180.29
898423.21
2134.82
16

Ash 27
570144.45
F
15
7
3 a 4
12 4 0 �" 2
6 a, °' = 1Q
11 1
14 16
L
Date
Date
No

Ash 31
570524.25
r
w
it
Z 570524.20
rcc
Z
570524.15
998429.35 898429.40
898429.45
EASTPNG - FEET
HORIZONTAL MOVEMENT
Ash 31
2207.75
w
W
Z
❑ 2207.70
ti
W
W
2207.65
5/5/2019 5/4/2019
7/4/2019 8/3/2019
9/2/2019
10/2/2019
DATE
VERTICAL MOVEMENT
SLOPE PIN MOVEMENT DATA
SLOPE PIN - ASH 31
HORIZONTAL AND VERTICAL MOVEMENT
ASH LANDFILL
GLATFELTER
PISGAH FOREST, NORTH CAROLINA
NOTE:
SM E
DATA PLOTS BASED ON MAY 15, 2019 THROUGH
SEVEE & MAH ER
SEPTEMBER 24, 2019 MONITORING PERIOD.
ENGINEERS
DWG: ASH PINS LMN: LMN CTB: SME-STD REV10/8/2019
:
1
10
12
q
8
3
6
■
13
5
16
�
7 TM �
�
14
15
2
g
` 11
4
-
g
Date
Northing
Easting
Elev
Point N
5/15/2019
570524.17
898429.41
2207.71
1
5/21/2019
570524.16
898429.38
2207.71
2
5/28/2019
570524.17
898429.42
2207.72
3
6/4/2019
570524.17
898429.40
2207.72
4
6/13/2019
570524.17
898429.40
2207.70
5
6/21/2019
570524.17
898429.40
2207.69
6
6/25/2019
570524.17
898429.41
2207.69
7
7/2/2019
570524.17
898429.42
2207.69
8
7/9/2019
570524.16
898429.41
2207.70
9
7/16/2019
570524.17
898429.41
2207.69
10
7/24/2019
570524.16
898429.41
2207.69
11
7/30/2019
570524.17
898429.42
2207.69
12
8/13/2019
570524.17
898429.42
2207.68
13
8/28/2019
570524.16
898429.41
2207.68
14
9/12/2019
570524.17
898429.42
2207.69
15
9/24/2019
570524.17
898429.42
2207.67
16

Ash 32
570534.85
r
w
7
12Lu
570534.80
8
13
Date
Northing
Fasting
Elev
Point ri
5/15/2019
570534.80
898391.89
2195.02
1
5/21/2019
570534.79
898391.87
2195.02
2
5/28/2019
570534.80
898391.91
2195.03
3
6/4/2019
570534.80
898391.89
2195.03
4
6/13/2019
570534.80
898391.89
2195.01
S
6/21/2019
570534.80
898391.90
2195.01
6
6/25/2019
570534.80
898391.90
2195.01
7
7/2/2019
570534.80
898391.91
2196.00
8
7/9/2019
570534.80
898391.90
2195.02
9
7/16/2019
570534.80
898391.90
2195.01
10
7/24/2019
570534.80
898391.90
2195.01
11
7/30/2019
570534.80
898391.91
2195.01
12
8/13/2019
570534.80
898391.92
2195.00
13
8/28/2019
570534.79
898391.89
2195.01
14
9/12/2019
570534.80
898391.93
2195.01
15
9/24/2019
570534.80
898391.91
2195.00
16

Ash 33
570545.95
0
5 6
w
Lu
Z 570545.90
2
O
Z
570545.85
898352.55 898352.60
898352.65
EASTING - FEET
HORIZONTAL MOVEMENT
Ash 33
2181.15
w
w
u.
z
O 2181.70
H
7
w
w
2181.65
5/5/2019
b/4/2019 7/4/2019 8/3/2019
9/2/2019
10/2/2019
DATE
VERTICAL MOVEMENT
SLOPE PIN MOVEMENT DATA
SLOPE PIN - ASH 33
HORIZONTAL AND VERTICAL MOVEMENT
ASH LANDFILL
GLATFELTER
PISGAH FOREST, NORTH CAROLINA
NOTE:
SM E
DATA PLOTS BASED ON MAY 15, 2019 THROUGH
SEVEE & MAH ER
SEPTEMBER 24, 2019 MONITORING PERIOD.
ENGINEERS
DWG: ASH PINS LMN: LMN CTB:
SME-STD REV: 10/8/2019
g 15
3
2
``1LL1 •
�
I�/ 13
4
16 8
7 11 12
Date
Northing
Easting
Elev
Point ri
5/15/2019
570545.92
898352.62
2181.69
1
5/21/2019
570545.92
898352.59
2181.69
2
5/28/2019
570545.93
898352.62
2181.71
3
6/4/2019
570545.92
898352.61
2181.71
4
6/13/2019
570545.93
898352.60
2181.69
S
6/21/2019
570545.92
898352.61
2181.69
6
6/25/2019
570545.92
898352.62
2181.69
7
7/2/2019
570545.93
898352.62
2181.69
8
7/9/2019
570545.92
898352.62
2181.70
9
7/16/2019
570545.93
898352.61
2181.69
10
7/24/2019
570545.92
898352.62
2181.70
11
7/30/2019
570545.92
898352.63
2181.69
12
8/13/2019
570545.93
898352.63
2181.69
13
8/28/2019
570545.92
898352.61
2181.69
14
9/12/2019
570545.93
898352.64
2181.70
15
9/24/2019
570545.92
898352.62
2181.68
16

Ash 34
s7Dsss.ss
W
W
LL
L9
z 570555.50
I-
s
O
Z
570555.45
898313.85 898313.90 898313.95
EASTING - FEET
HORIZONTAL MOVEMENT
Ash 34
2169.60
Lu
w
LL
•
2
O 2169.55
7
Lu
J
W
2169.50
5/5/2019
5/4/2019 7/4/2019 8/3/2019 9/2/2019
10/2/2D19
DATE
VERTICAL MOVEMENT
SLOPE PIN MOVEMENT DATA
SLOPE PIN - ASH 34
HORIZONTAL AND VERTICAL MOVEMENT
ASH LANDFILL
GLATFELTER
PISGAH FOREST, NORTH CAROLINA
NOTE:
S M E
DATA PLOTS BASED ON MAY 15, 2019 THROUGH
SEVEE & MAHER
SEPTEMBER 242019 MONITORING PERIOD. ,
ENGINEERS
DWG: ASH PINS LMN: LMN CTB:
:
SME-STD REV10/8/2019
11 1
12
2 1D 13
3�
• �-- 15
7 _!
16 8 �
Date
Northing
Easting
Elev
Pointq
5/15/2019
570555.49
898313.90
2169.56
1
5/21/2019
570655.48
898313.91
2169.56
2
5/28/2019
570555.48
898313.89
2169.56
3
6/4/2019
570555.48
898313.92
2169.58
4
6/13/2019
570555.48
898313.90
2169.59
5
6/21/2019
570555.47
898313.90
2169.56
6
6/25/2019
570555.47
898313.90
2169.56
7
7/2/2019
570555.48
898313.91
2169.56
8
7/9/2019
570555.47
898313.92
2169.56
9
7/16/2019
570555.48
898313.91
2169.57
10
7/24/2019
570656.48
898313.90
2169.57
11
7/30/2019
570656.48
898313.92
2169.56
12
8/13/2019
570555.48
898313.92
2169.56
13
8/28/2019
570555.47
898313.90
2169.56
14
9/12/2019
570555.47
898313.93
2169.57
15
9/24/2019
570555.47
898313.91
2169.55
16

Ash 35
570566.05
w
LL
L7
Z 570566.00
12
Date
Northing
Easting
Elev
Point It
5/15/2019
570565.97
898274.38
2156.42
1
5/21/2019
570565.98
898274.36
2156.42
2
5/28/2019
570565.97
898274.38
2156.44
3
6/4/2019
570565.97
898274.36
2156.45
4
6/13/2019
570565.97
898274.39
2156.43
6
6/21/2019
570565.97
898274.37
2156.42
6
6/25/2019
570565.97
898274.39
2156.42
7
7/2/2019
570565.96
898274.38
2156.42
8
7/9/2019
570565.97
898274.39
2156.44
9
7/16/2019
570565.97
898274.37
2156.43
10
7/24/2019
570565.97
898274.38
2156.43
11
7/30/2019
570565.98
898274.42
2156.43
12
8/13/2019
570565.97
898274.39
2156.42
13
8/28/2019
570565.97
898274.37
2156.42
14
9/12/2019
570565.97
898274.39
2156.43
15
9/24/2019
570565.97
898274.38
2156.41
16

Ash 36
570573.75
w
LL
l7
�
Date
Northing
Easting
Elev
Point ri
5/15/2019
570573.70
898239.54
2143.34
1
5/21/2019
570573.68
898239.57
2143.34
2
5/28/2019
570573.69
898239.55
2143.35
3
6/4/2019
570573.69
898239.56
2143.37
4
6/13/2019
570573.69
898239.54
2143.37
5
6/21/2019
570573.68
898239.56
2143.35
6
6/25/2019
570573.68
898239.56
2143.35
7
7/2/2019
570573.67
898239.57
2143.35
8
7/9/2019
570573.68
898239.56
2143.35
9
7/16/2019
570573.68
898239.55
2143.36
10
7/24/2019
570573.68
898239.57
2143.35
11
7/30/2019
570573.68
898239.58
2143.35
12
8/13/2019
570573.67
898239.57
2143.34
13
8/28/2019
570573.68
898239.56
2143.35
14
9/12/2019
570573.68
898239.57
2143.36
15
9/24/2019
570573.68
898239.57
2143.34
16