CCB0001_ONVaughanDocumentationReportJuly2009

REPORT
STRUCTURAL FILL FACILITY
DOCUMENTATION REPORT
O.N. VAUGHAN PROPERTY
4752 HIGHWAY 301
HALIFAX, NORTH CAROLINA
Prepared for
Roanoke Valley Energy Facility
290 Power Place
P.O. Box 351
Weldon, North Carolina 27890
July 2009
URS Corporation — North Carolina
1600 Perimeter Park Drive
Morrisville, NC 27560
Tel. [phone]
Fax. [phone]

URS Corporation
1600 Perimeter Park Drive„ Suite 400
Morrisville, NC 27560
Tel: [phone]
Fax: [phone]
www.urscorp.com
August 5, 2009
Mr. Edward Mussler
Permitting Supervisor — Solid Waste Section
North Carolina Department of Environment and Natural Resources
Division of Waste Management
1646 Mail Service Center
Raleigh, NC 27699-1646
Subject: Coal Ash Structural Fill Site Documentation Report
O.N. Vaughan Property at 4752 Highway 301 - Halifax, NC
36.3708 N Latitude; 77.595 W Longitude
URS Project No. 31826292
Dear Mr. Mussler:
On behalf of our client, Westmoreland Partners, Roanoke Valley Energy Plant in Weldon, NC,
URS Corporation is submitting herein 2 copies of the above referenced report for a Coal Ash
Structural Fill Site. This report documents how this structural fill site was designed, operated and
closed in accordance with North Carolina Department of Environment and Natural Resources,
Division of Waste Management Regulations; Section .1700 Requirements for Beneficial Use of
Coal Combustion By -Products (CCB). This report also documents how the appropriate
recording process was completed as part of the project.
This structural fill site has met the requirements in Section .1700 and the site has been restored to
pasture lands. This site is complete and there should be no more further documentation required.
Call us at 919-461-1100 with any questions concerning this report.
Sincerely yours,
Richard K. Lowe
Principal Geotechnical Engineer
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Ed Edens, P.E. '+"'JJ"„t",,,•
Civil/Roadway Engineering Group
Manager
PAJobs4\2006\R0VA\Ash beneficial use sites-Built\Beneficial Use Site cover letters-fnal.doc

URS Corporation
1600 Perimeter Park Drive„ Suite 400
Morrisville, NC 27560
Tel: [phone]
Fax: [phone]
www.urscorp.com
August 5, 2009
Mr. Chris Hews, Sr.
Environmental Manager
Roanoke Valley Energy Facility
290 Power Place
P.O. Box 351
Weldon, NC 27890
Subject: Coal Ash Structural Fill Site Documentation Report
O.N. Vaughan Property at 4752 Highway 301 - Halifax, NC
36.3708 N Latitude; 77.595 W Longitude
URS Project No. 31826292
Dear Mr. Outland:
URS Corporation has completed the above referenced work as outlined in our May 31, 2009
proposal, and authorized by Westmoreland Partners purchase order 2090998 dated June 1, 2009.
The purpose of this assignment was to document the operation and closure of the above
referenced parcel of property for a Coal Ash Structural Fill site in accordance with the North
Carolina Department of Environment and Natural Resources, Division of Waste Management
Regulations; Section .1700 Requirements for Beneficial Use of Coal Combustion By -Products
(CCB).
This structural fill site has met the requirements in Section .1700 and the site has been restored to
pasture lands. The documentation report has been sent to NCDENR as required by Section
.1700. We appreciate the opportunity to be of continued service to Westmoreland Partners. Call
us at 919-461-1100 with any questions or concerns.
Sincerely yours,
Richard K. Lowe
Principal Geotechnical Engineer
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CAP
'} SEPL r —
=r+` 16470 'y
Ed Edens, P.E.
Civil/Roadway Engineering Group
Manager
PAJobs4\2006\R0VA\Ash beneficial use sites-Built\Beneficial Use Site cover letters-fnal.doc

TABLE OF CONTENTS
1.0 INTRODUCTION
..... 1-1
2.0 STRUCTURAL FILL........................................................................................2-1
2.1 Transportation..........................................................................................2-1
2.2 Placement/Compaction............................................................................ 2-1
2.3 Stability....................................................................................................2-1
3.0 EROSION CONTROL MEASURES...............................................................3-1
3.1 Drainage Features.................................................................................... 3-1
3.2 Maintanence.............................................................................................3-1
4.0 CLOSURE DESIGN..........................................................................................4-1
4.1 Cover Material.........................................................................................4-1
4.2 Configuration...........................................................................................4-1
4.3 Recordation..............................................................................................4-1
FIGURE
1-1 USGS Quadrangle Map — Weldon, North Carolina...........................................1-11
APPENDICES
A Photographic Documentation
B Proctor Test
C Drive Tube Density Test
D As -Built Drawing
P:Uobs4\2008\ROVA\Ash beneficial use sites-Built\Beneficial Use Site As Report.doc ii

O.N. Vaughan Structural Fill Site ROVA —Weldon, NC
iKIMIZk9:ko]millet 0MZ►I
Westmoreland Partners operates a coal-fired power generating facility in Weldon, North
Carolina. The Coal Combustion By -Products (CCB) was approved for beneficial use in
refilling 7-acre (+/-) soil borrow site situated 4.4 miles south of Weldon at 4752 Highway
301 in Halifax County. The soil borrow site is licensed as a mining facility by the
property owner, O.N. (Nat) Vaughan. Mr. Vaughan and Westmoreland Partners have an
agreement whereby Westmoreland will provide CCB as a structural fill to restore the
borrow site as provided for in Section .1700 of the North Carolina Solid Waste
Management 15A NCAC 13B Rules.
This report describes the structural fill placement, erosion control measures and the
closure design and provides drawings and photographs documenting that this structural
fill site meets the requirements prescribed in Section .1700 of the North Carolina Solid
Waste Management 15A NCAC 13B Rules, for Beneficial Use of CCB's.
Figure 1-1. USGS Quadrangle Map — Weldon, North Carolina
P:Uobs4\2008\ROVA\Ash beneficial use sites-Built\Beneficial Use Site As Report.doc 1-1

O.N. Vaughan Structural Fill Site ROVA —Weldon, NC
M11=31:4,11101 ILI1:L1 M 1141
The structural fill material is a CCB that was used to restore a former borrow site. The
structural fill was transported from the Roanoke Valley Power Plant (ROVA) to Mr.
Vaughan's borrow site from February 2008 to April 2009. The material was transported,
placed and compacted, and sloped according to Section .1700 of the North Carolina Solid
Waste Management 15A NCAC 13B Rules. The following sections outline how the
structural fill construction conformed with Section .1700 Rules.
2.1 Transportation
Fly ash from the power plant is collected in silos. The ash is moistened as it is
discharged from the silos into open -topped trucks. This quenching increases the water
content of the structural fill material to prevent dust generation. Covered trucks were
used to haul the structural fill material as another measure to prevent dusting from
occurring during transportation.
2.2 Placement/Compaction
The structural fill was unloaded from the trucks in a controlled manner to prevent dust
from becoming airborne. After the material was unloaded it was spread in approximately
24" thick lifts and compacted. URS personnel performed several standard Proctor tests
(ASTM D 698), and the field density and moisture content tests (ASTM D 2937 & D
2216, respectively) on site. The test results indicated that the structural fill material was
adequately compacted. A summary of the Proctor tests and the field moisture/density test
results for the structural fill is presented in Appendix B and C, respectively.
2.3 Stability
The structural fill material was placed and graded so that side slopes were less than 4
horizontal : 1 vertical slope. To maintain stability of perimeter slopes and control erosion
due to runoff from the final cover.
P:Uobs4\2008\ROVA\Ash beneficial use sites-Built\Beneficial Use Site As Report.doc 2-1

O.N. Vaughan Structural Fill Site ROVA —Weldon, NC
Erosion control features were installed and maintained as prescribed in the approved
Erosion and Sedimentation Control Plan. The plan was approved by NCDENR on
December 13, 2007. Several erosion control features that were installed and maintained
throughout this project are discussed below.
3.1 Drainage Features
A stilling basin was constructed, prior to placement of the fill, in the northwest corner of
the borrow area, see photo 1 in Appendix A. Discharge from the stilling basin is filtered
through two stone check dams, see photo 2 in Appendix A. The base of the borrow site
slopes at approximately 1 % from the southeast corner to the stilling basin in the
northwest corner. An earthen containment berm was constructed between the stilling
basin and the floor of the borrow area to prevent fill material from entering the stilling
basin.
A perimeter stormwater control ditch was constructed along the borrow site limits to
divert stormwater away from the borrow area. The slope of the ditch varied from 2.6% to
1%. To reduce amount of soil being tracked onto Highway 301 the final 50-feet of gravel
access road was surfaced with coarse aggregate (2" to 3" nominal size). These features
and the earthen sediment trap near the active fill areas provided sufficient erosion control
to limit sedimentation from migrating off site.
3.2 Maintenance
The erosion control features were checked periodically throughout this project and
especially during and after a major storm event. At times additional rock was added to
the check dams and built-up sediment was removed from the channel and dams. During
a storm event the drainage channels were checked to see if any water bearing sediment
migrated off site. There was no visual evidence of the fill material migrating off site.
P:Uobs4\2008\ROVA\Ash beneficial use sites-Built\Beneficial Use Site As Report.doc 3-1

O.N. Vaughan Structural Fill Site ROVA —Weldon, NC
The last time the structural fill material was accepted was on April 9, 2009. From April
to May cover material was placed over the structural fill. The cover material was
specified and placed according to Section .1705 of the North Carolina Solid Waste
Management 15A NCAC 13B Rules. During the month of June the site was seeded to
minimize erosion of the cover material.
4.1 Cover Material
After the structural fill material reached final grades the area was covered with soil
according to Section .1705 0) of the North Carolina Solid Waste Management 15A
NCAC 13B Rules. Twelve inches of cover soil, plus six inches of topsoil capable of
supporting vegetation, was used to cap the structural fill material. Final cover placement
was started within 30 working after the filling process has ceased.
While the cover material was being placed URS regularly probed the soil cover on a grid
pattern to measure the cover material thickness. Cover soil thickness were field marked
using flags. Not all areas where cover thickness were less than 18 inches in thickness
were rechecked. The flags used as grade stakes were used by the contractor to control
cover thickness. A map was created documenting URS's cover material thickness
measurements (see Appendix D). After URS verified that the site was adequately cover
with 18 inches of covered soil the Owner began liming, fertilizing and seeding. The site
was seeded on June 23-25.
4.2 Configuration
According to Section .1706 of the North Carolina Solid Waste Management 15A NCAC
13B Rules the final surface of the structural fill shall be graded to:
• Minimize erosion of cover material,
• Promote drainage of area precipitation and minimize infiltration,
• Prevent ponding of surface water.
The side slope was graded to a less than 4H:1 V slope and the top of the fill material was
graded at a 5% slope. These slopes comply with Section .1706 of the Rules intended to
prevent ponding and infiltration, but at the same time being gentle enough to prevent
erosion.
4.3 Recordation
Section .1707 of the North Carolina Solid Waste Management 15A NCAC 13B Rules
requires the land owner to submit a notarized statement describing the volume and
location of coal combustion product to the county Register of Deeds within 90 days after
completion of the project. On May 11, 2009 the Owner recorded the deed change with
Halifax county.
P:Uobs4\200S\R0VA\Ash beneficial use sites-Built\Beneficial Use Site As Report.doc 4-1

PROJECT JOB NO.
UILS ROVA Beneficial Ash Use
SUBJECT SHEET NO.
July 1, 2007 to April 30, 2009 Records
CALCULATION SHEET ORIGINATED B DATE CHECKED BY JDATE ICALC. NO. REV. NO.
Lenore Gaier 8/1/2009
ROVA Pierce 1 ASH DESTINATION
Total Trucking
Arthurs
Vaughan
Month - Year
(Tons) (Tons) I
Creek
vroperiy
July-07
14,865.50
14,865.50
August-07
15,922.19
mmm-
15,922.19
September-07
10,426.98
10,426.98
October-07
8,925.19
8,925.19
November-07 9,551.73 9,551.73
December-07
14,655.67 14,655.67
January-08
15,613.76 15,613.76 15,613.76
February-08
14,136.54 14,136.54 4,107.21 10,029.33
March-08
13,376.93 13,376.93 13,376.93
April-08
13,934.38
13,934.38
13,934.38
May-08
9,855.38
9,855.38
9,855.38
June-08
12,600.45
12,600.45
12,600.45
July-08
16,042.65
16,042.65
August-08
15,093.82
15,093.82
September-08
15,986.76
15,986.76
October-08
11,741.54
11,741.54
November-08 12,955.79 12,955.79
December-08
15,669.70
January-09
16,013.40
February-09
0.00
March-09
510.23
April-09
1,690.46
2007-2009 TOTALS 259,569.05
15,669.70
16,013.40
0.00
510.23
1,690.46
94,068.23 165,500.82
P:\Jobs4\2008\ROVA\Ash beneficial use sites-Built\2007-2008-2009 ASH DESTINATION SUMMARY.xIs

O.N. Vaughan Structural Fill Site ROVA —Weldon, NC
APPENDIX A
Photographic Documentation
P:\Jobs4\2008\ROVA\Ash beneficial use site\As-Built\Beneficial Use Site As Report 31826292

1 � r - 'ter _ .� •�.

O.N. Vaughan Structural Fill Site ROVA —Weldon, NC
QA-3 The final 50' of gravel access road surfaced with coarse aggregate. — 2/6/08
QA-4 Filling the southeast corner of the borrow site with structural fill. — 3/11/08
P:\Jobs4\2008\ROVA\Ash beneficial use site\As-Built\Beneficial Use Site As Report 31826292

O.N. Vaughan Structural Fill Site ROVA —Weldon, NC
QA-5 Stormwater Stilling Basin and rock check dam at northwest corner — 6/23/08
QA-6 Looking at the north end of the borrow site. — 9/23/08
P:\Jobs4\2008\ROVA\Ash beneficial use site\As-Built\Beneficial Use Site As Report 31826292

O.N. Vaughan Structural Fill Site ROVA —Weldon, NC
QA-7 Top of the structural fill material. (looking south) — 1/23/09
QA-8 Finalizing the grading of the structural fill. (looking northwest) 1-23-09
P:\Jobs4\2008\ROVA\Ash beneficial use site\As-Built\Beneficial Use Site As Report 31826292

O.N. Vaughan Structural Fill Site ROVA —Weldon, NC
QA-9 Erosion control features on the east side of the borrow site. - 6/2/09
R-
QA-10 Placement of cover material. (looking northwest) - 6/2/09
P:\Jobs4\2008\ROVA\Ash beneficial use site\As-Built\Beneficial Use Site As Report 31826292

7777��

O.N. Vaughan Structural Fill Site ROVA —Weldon, NC
APPENDIX B
Proctor Test
P:\Jobs4\2008\ROVA\Ash beneficial use site\As-Built\Beneficial Use Site As Report 31826292

URS Landfill Services Group
Proctor Test Worksheet
Page of Un
Project Name:
Project Location:
Soil Description:
Tested By:
Test Date:
Project Number:
ROVA Ash Structural Fill
ON Vaughan on Hwy 301 Halifax, NC
Gravelly clayey fine to coarse sand (SC)
RKL
2/22/2009
31826292
Boring No.
Sample No.
Test Method ASTM D-698
Layers/Blows 3layers/25blows
Mold Volume: 0.0334 cubic feet
Test No.
1
2
3
4
5
6
7
8
9
10
Sample ID
na ura
dry
+2
+4
+6
+8
+10
Mold ID
Mold Wt. (gm)
4166
4166
4166
4166
4166
Wet Soil Wt. + Mold (gm)
5940
6060
6110
6170
6170
Wet Soil Wt. (gm)
0
1774
1894
1944
2004
2004
0
Mold Volume (cu ft)
0.033
0.033
0.033
0.033
0.033
0.033
0.033
Wet Density (pcf)
0.0
117.1
125.0
128.3
132.3
132.3
0.0
Dry Density (pcf)
#DIV/0!
108.9
115.0
113.4
116.6
115.7
#DIV/0!
Water Content
Tare ID
1
2
3
4
1
Tare Wt. (gm)
82.6
81.5
80.5
82.6
82.5
Wet Soil Wt.+ Tare (gm)
226.0
206.0
218.0
218.0
226.0
Wet Soil Wt. (gm) (Wt)
0.0
1 143.4
124.5
1 137.5
135.4
1 143.5
0.0
Dry Soil Wt. + Tare (gm)
216.0
196.0
202.0
202.0
208.0
Dry Soil Wt. (gm) (Ws)
0.0
133.4
114.5
121.5
119.4
125.5
0.0
Weight Water (gm) (W W)
0.0
10.0
10.0
16.0
16.0
18.0
0.0
ater Content % (WW/WS
#DIV/0!
7.5%
8.7%
13.2%
13.4%
14.3%
#DIV/0!
119.0
117.0
u 115.0
y 113.0
• •
•
0 111.0
109.0
107.0
•
105.0
6.0% 8.0% 10.0% 12.0%
Water Content
14.0% 16.0% 18.0%
(%)
Max. Dry Density (pcf) =
Dptimum Water Content (%) =
116.6
13.4%
P1Jobs4\2008\R0VA\Ash beneficial use sites-Built\URS Proctor Test Cover Soil.XLS

URS Landfill Services Group
Proctor Test Worksheet
Page of Un
Project Name:
Project Location:
Soil Description:
Tested By:
Test Date:
Project Number:
ROVA Ash Structural Fill
ON Vaughan on Hwy 301 Halifax, NC
Bottom Ash
RKL
2/22/2009
31826292
Boring No.
Sample No.
Test Method ASTM D-698
Layers/Blows 3layers/25blows
Mold Volume: 0.0334 cubic feet
Test No.
1
2
3
4
5
6
7
8
9
10
Sample ID
na ura
dry
+2
+4
+6
+8
+10
Mold ID
Mold Wt. (gm)
4166
4166
4166
4166
4166
4166
Wet Soil Wt. + Mold (gm)
5460
5530
5580
5655
5730
5785
Wet Soil Wt. (gm)
0
1294
1364
1414
1489
1564
1619
Mold Volume (cu ft)
0.033
0.033
0.033
0.033
0.033
0.033
0.033
Wet Density (pcf)
0.0
85.4
90.0
93.3
98.3
103.2
106.9
Dry Density (pcf)
#DIV/0!
81.5
83.1
83.9
85.8
87.4
87.2
Water Content
Tare ID
9
10
11
12
2
3
Tare Wt. (gm)
23.4
23.4
24.8
24.3
81.5
80.4
Wet Soil Wt.+ Tare (gm)
80.6
82.1
74.2
81.7
186.0
222.0
Wet Soil Wt. (gm) (Wt)
0.0
1 57.2
58.7
1 49.4
57.4
1 104.5
141.6
Dry Soil Wt. + Tare (gm)
78.0
77.6
69.2
74.4
170.0
196.0
Dry Soil Wt. (gm) (Ws)
0.0
54.6
54.2
44.4
50.1
88.5
115.6
Weight Water (gm) (W W)
0.0
2.6
4.5
5.0
7.3
16.0
26.0
ater Content % (Ww/WS
#DIV/0!
4.8%
8.3%
11.3%
14.6%
18.1%
22.5%
90.0
89.0
88.0
87.0
a
86.0
L 85.0
0 84.0
p 83.0
•
•
82.0
81.0
•
80.0
4.0% 6.0%
8.0%
10.0%
12.0%
Water
14.0% 16.0% 18.0%
Content (%)
20.0% 22.0% 24.0%
Max. Dry Density (pcf) =
Dptimum Water Content (%) =
87.4
18.1 %
P1Jobs4\2008\R0VA\Ash beneficial use sites-Built\URS Proctor Test Bottom Ash.XLS

URS Landfill Services Group
Proctor Test Worksheet
Page of Un
Project Name:
Project Location:
Soil Description:
Tested By:
Test Date:
Project Number:
ROVA Ash Structural Fill
ON Vaughan on Hwy 301 Halifax, NC
Flyash
RKL
2/22/2009
31826292
Boring No.
Sample No.
Test Method ASTM D-698
Layers/Blows 3layers/25blows
Mold Volume: 0.0334 cubic feet
Test No.
1
2
3
4
5
6
7
8
9
10
Sample ID
na ura
dry
+2
+4
+6
+8
+10
Mold ID
Mold Wt. (gm)
4166
4166
4166
4166
Wet Soil Wt. + Mold (gm)
5415
5500
5655
5680
Wet Soil Wt. (gm)
0
1249
1334
1489
1514
0
0
Mold Volume (cu ft)
0.033
0.033
0.033
0.033
0.033
0.033
0.033
Wet Density (pcf)
0.0
82.4
88.1
98.3
99.9
0.0
0.0
Dry Density (pcf)
#DIV/0!
64.7
67.3
71.6
70.8
#DIV/0!
#DIV/0!
Water Content
Tare ID
5
6
7
8
Tare Wt. (gm)
23.9
23.9
22.1
23.1
Wet Soil Wt.+ Tare (gm)
66.2
72.2
83.9
90.3
Wet Soil Wt. (gm) (Wt)
0.0
1 42.3
48.3
1 61.8
67.2
1 0.0
0.0
Dry Soil Wt. + Tare (gm)
57.1
60.8
67.1
70.7
Dry Soil Wt. (gm) (Ws)
0.0
33.2
36.9
45.0
47.6
0.0
0.0
Weight Water (gm) (W W)
0.0
9.1
11.4
16.8
19.6
0.0
0.0
ater Content % (WW/WS
#DIV/0!
27.4%
30.9%
37.3%
41.2%
#DIV/0!
#DIV/0!
74.0
72.0
70.0
a
T 68.0
.y
C
0 66.0
0 64.0
62.0
60.0
25.0%
30.0%
35.0%
Water
40.0% 45.0% 50.0%
Content (%)
Max. Dry Density (pcf) =
Dptimum Water Content (%) =
71.6
37.3%
P1Jobs4\2008\R0VA\Ash beneficial use sites-Built\URS Proctor Test Flyash.XLS

O.N. Vaughan Structural Fill Site ROVA —Weldon, NC
APPENDIX C
Drive Tube Density Test
P:\Jobs4\2008\ROVA\Ash beneficial use site\As-Built\Beneficial Use Site As Report 31826292

URS Landfill Services Group
Drive Tube Density Worksheet Page _1_of
Project Name:
Project Number:
Mr Vaughan Property - Structural Fill Facility
31826292
Test Location:
Density Testing Equipment: Drive Tube
Test No.
1
2
3
4
5
6
7
8
9
10
11
12
13
Test Location
northeast
corner of
property
southwest
corner of
property
southwest
side of
property
east side
of center
point
3N
3W
2N
2W
Mold ID
1
2
3
4
1
2
Tare Wt. (gm)
712
708
708
712
710
708
Tare + Wet Soil Wt. (gm)
1864
1970
2118
1984
2592
2516
Wet Soil Wt. (gm) (Wt)
1152
1262
1410
1272
1882
1808
0
0
0
0
0
0.00
0.00
Mold Volume (cu. Ft.) (V)
0.0334
0.0334
0.0334
0.0334
0.0334
0.0334
0.000
0.000
0.000
0.033
0.033
0.033
0.033
Wet Density (pcf) (Wt/V)
76.04
83.30
93.07
83.96
124.22
119.34
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Weight Water (gm) (W W)
236.46
257.84
229.57
88.43
209.94
170.08
0.00
0.00
0.00
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
ry Density (pcf) (Wt-W,/V
60.4
66.3
77.9
78.1
110.4
108.1
0.0
0.0
0.0
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
Proctor Max. Dry Density
71.6
71.6
87.4
87.4
116.6
116.E
Percent Compaction
84.4%
92.6%
89.1 %
89.4%
94.7%
92.7%
0.0%
0.0%
0.0%
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
Water Content
Tare ID
1
2
3
4
1
2
Tare Wt. (gm)
82.6
81.6
80.5
82.6
82.5
81.7
Wet Soil Wt.+ Tare (gm)
181.5
188.3
180.0
176.1
208.0
188.0
Wet Soil Wt. (gm) (Wt)
98.9
106.7
99.5
93.5
125.5
106.3
0.0
0.0
0.0
0.0
0.0
0.00
0.00
Dry Soil Wt. + Tare (gm)
Dry Soil Wt. (gm) (Ws)
78.6
84.9
83.3
87.0
111.5
96.3
0.0
0.0
0.0
0.0
0.0
0.00
0.00
Weight Water (gm) (W W)
20.3
21.8
16.2
6.5
14.0
10.0
0.0
0.0
0.0
0.0
0.0
0.00
0.00
Water Content % (Wv /Ws;
25.8
25.7
19.4
7.5
12.6
10.4
0.0
0.0
0.0
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
P:\Jobs4\2008\ROVA\Ash beneficial use site\As-Built\ROVA DRIVE TUBE DENSITY WORKSHEET.XLS

O.N. Vaughan Structural Fill Site ROVA —Weldon, NC
APPENDIX D
Drawings
P:\Jobs4\2008\ROVA\Ash beneficial use site\As-Built\Beneficial Use Site As Report 31826292

m
North Reference
NC Grid NAD 83
16" \ ' ��� 3—�55j 0
18 il. SIP
5 N STRUCTURAL FILL FINAL COVER
75 ELEVATION CONTOUR (18" ABOVE
s \ / //� TOP OF ASH)
�
9%
FINAL COVER SLOPE (TYPICAL)
/—/ 19" V /1^14„1 18 COVER THICKNESS 3/10/09
I 2 /,
4 N18" COVER THICKNESS 4/29/09
� I
5 0 ° COVER THICKNESS 5/15/09
20 1 n0, II \ 19"1COVER THICKNESS 6/2/09
0"
191./ 15"'
3 N
/-7
I15" 18/ 18" / o
/ A \ YI' 6"
2 N
i
r16
I — — 191,
— — 20" /
\� � � � 1 N
\
14" / /lillll / iQ
_ /
18' 10" 4'2 \ 14 a
I\ A
/ �"
r'SIP 18 4" �� ��� ��— —� —�J
$ \ /=
8� 14 "
_� _— _— _ _� — — 1" IP
6 " 4 W ` — — _ _ _ '� ®\ S ]]°02'54"E 514.13'
18 14"t8-"
13
18" "]o°4zs soo.00 L rt8 18�-------\� -- 0�------------------ ____
'------------_--- existing access Path -----
75' Right of Way
1" SIP
40 0 40 80 120
GRAPHIC SCALE - FEET
ROANOKE VALLEY FLY ASH DISPOSAL SITE
OTIS N. VAUGHAN BORROW PIT, HALIFAX COUNTY, NC
AS -BUILT DRAWING
Prepared by
,,�N CARp�r%
JOB N0.
SURVEYED
SSIpti9w',
,a SEAL
JRS Corporation — North Carolina
=� 18470 �`
ad
DESIGNED
DRAWN
1600 PerimP eter ark Drive
=� -
9�'
Morrisville, North Carolina 27560
!y61 NE�
CHECKED
E>�o.E c9191 .s,-„s oo — (s,a) 1-1.15
GLENN �'-��`
31825952
BY ODOM
BY EGE/R1
BY SMS
BY EGE