1971 Basin Visual Closure Confirmation_20180110

Prepared for
Duke Energy Progress, LLC
526 South Church Street
Charlotte, North Carolina 28202
1971 BASIN CLOSURE INVESTIGATION
REPORT
L.V. Sutton Energy Complex
Wilmington, North Carolina
Prepared by
Geosyntec Consultants of NC, PC
1300 South Mint Street, Suite 300
Charlotte, North Carolina 28203
License No. C-3500
Project No. GC6381
October 2017
_____________________________
Weston (Woo-Kuen) Shin, Ph.D., P.E.
North Carolina Registration No. 040896
Date:__________________ 16 October 2017
10/16/2017
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L.V. Sutton Energy Complex
1971 Basin Closure Investigation Report

GC6381/GA170492_LVSutton_1971BasinClosureInvRpt.docx i October 2017
TABLE OF CONTENTS
1. INTRODUCTION ...............................................................................................................1
1.1 Overview .....................................................................................................................1
1.2 Background and Purpose ............................................................................................1
1.3 Report Organization ....................................................................................................2
2. CLOSURE INVESTIGATION ...........................................................................................3
2.1 Overview .....................................................................................................................3
2.2 Geoprobe® Borings .....................................................................................................3
2.3 Polarized Light Microscopy Examination ..................................................................3
3. CLOSURE INVESTIGATION RESULTS .........................................................................5
3.1 Findings ......................................................................................................................5
3.2 Target Base of Excavation Grades ..............................................................................5
4. REFERENCES ....................................................................................................................6
LIST OF TABLES
Table 1. Summary of PLM Results
Table 2. Summary of Closure Investigation Findings
LIST OF FIGURES
Figure 1. Site Map
Figure 2. 1971 Basin Boring Locations
Figure 3. Target Base of Excavation
L.V. Sutton Energy Complex
1971 Basin Closure Investigation Report

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LIST OF APPENDICES
Appendix A Email Approval from NCDEQ
Appendix B Geoprobe® Boring Logs
Appendix C Polarized Light Microscopy Results (Prepared by RJ Lee Group, Inc.)

L.V. Sutton Energy Complex
1971 Basin Closure Investigation Report

GC6381/GA170492_LVSutton_1971BasinClosureInvRpt.docx 1 October 2017
1. INTRODUCTION
1.1 Overview
Geosyntec Consultants of North Carolina, PC (Geosyntec) conducted a subsurface investigation
within the 1971 Basin at the L.V. Sutton Energy Complex (Sutton) located near Wilmington, New
Hanover County, North Carolina (NC). The purpose of the subsurface investigation was to
establish target base of excavation grades in the basin as part of the closure criteria for coal
combustion residuals (CCR) basins where CCR to be excavated are present underwater. This
report was prepared to document the findings from the subsurface investigation, referred to as
Closure Investigation hereafter, and present established target base of excavation grades.
1.2 Background and Purpose
The NC General Assembly passed Senate Bill 729 in August 2014, known as the Coal Ash
Management Act (CAMA). CAMA requires the CCR basins at Sutton to be closed by August
2019. Duke Energy Progress, LLC (DEP) proposed to excavate CCR within the basins at Sutton
and place the excavated CCR in onsite and offsite CCR landfills. Figure 1 presents the CCR basins
along with the onsite CCR landfill.
North Carolina Department of Environmental Quality (NCDEQ) originally required confirmatory
testing upon completion of CCR excavation (post-excavation confirmation) for verification
purposes. Specifically, the post-excavation confirmation consisted of: (i) identifying CCR/soil
interface via visual classification (ASTM D 2488) [ASTM, 2017] on a 100-foot (ft) by 100-ft grid;
(ii) collecting soil samples below the identified CCR/soil interface and then examining the
collected samples in a laboratory using polarized light microscopy (PLM); and (iii) additional
sampling of soils with less than 50 percent CCR based on PLM results and analytical testing of
the additional samples. The additional soil sampling and analytical testing were required to be
performed on an acre grid system. The CCR excavation will be considered complete if the samples
collected below the identified CCR/soil interface are found to contain less than 50 percent CCR
based on the PLM examination. However, the CCR/soil interface within the 1971 Basin was
estimated up to approximately 45-ft below water table. The post-excavation confirmation would
be challenging under such circumstances.
On 13 June 2017 DEP proposed an alternative “pre-excavation” approach, approved via email by
Mr. Steven M. Lanter of NCDEQ on 14 June 2017 (Appendix A). The proposed approach
consisted of the following five steps:
i. Advance borings on a 100-ft by 100-ft grid within the 1971 Basin prior to completion of
basin excavation;
L.V. Sutton Energy Complex
1971 Basin Closure Investigation Report

GC6381/GA170492_LVSutton_1971BasinClosureInvRpt.docx 2 October 2017
ii. Identify the CCR/soil interface by visual classification of samples collected during the
borings per ASTM D 2488 [ASTM, 2017];
iii. Collect samples below the CCR/soil interface identified in the previous step and conduct
PLM examination on the collected sample;
a. Samples with less than 50 percent CCR are considered passing the criteria for closure
by excavation;
b. If a sample has greater than 50 percent CCR, an additional sample will be collected at
approximately 1-ft increment below the initial sample and submitted for PLM
examination;
iv. Develop target base of excavation grades based on the top elevation of the PLM sampling
interval, where the sample contains less than 50 percent CCR, at each of the boring
locations; and
v. Excavate/dredge, at a minimum, to the target base of excavation grades.
A third-party consultant performed an additional investigation to evaluate groundwater quality and
potential impacts on native soil beneath the 1971 Basin, in accordance with a technical direction
from NCDEQ presented in Appendix A. The additional investigation is beyond the scope of this
report and not presented herein.
1.3 Report Organization
The remainder of this report is organized as follows:
• Section 2 – Closure Investigation: This section presents an overview of the Closure
Investigation and descriptions on each investigation component.
• Section 3 – Closure Investigation Results: This section summarizes the Closure
Investigation results and presents the established target base of excavation grades.
• Section 4 – References: This section summarizes the documents cited as part of this report.
L.V. Sutton Energy Complex
1971 Basin Closure Investigation Report

GC6381/GA170492_LVSutton_1971BasinClosureInvRpt.docx 3 October 2017
2. CLOSURE INVESTIGATION
2.1 Overview
The Closure Investigation consisted of: (i) Geoprobe® borings within the 1971 Basin to identify
the CCR/soil interface by visual classification (ASTM D 2488) and collect PLM samples below
the CCR/soil interface; and (ii) laboratory examination via PLM to verify findings from the
Geoprobe® borings. Prior to the Geoprobe® borings, McKim & Creed of Raleigh, NC performed
underground utility surveying under a supervision of DEP adjacent to the southeastern corner of
the 1971 Basin since the rest of the basin has been cleared during historical investigations. DEP
provided Geosyntec with a sketch of the utility surveying results to be used for selection of boring
locations. The field and laboratory components of the Closure Investigation are described in
Sections 2.2 and 2.3, respectively.
2.2 Geoprobe® Borings
The Geoprobe® borings were performed by Cascade Drilling of Tampa, Florida under the
supervision of Geosyntec engineers from 20 June through 26 July 2017. A total of 227 borings
(GB-1 through GB-227) were advanced on an approximately 100-ft by 100-ft grid within the 1971
Basin. Some boring locations were adjusted based on field conditions (e.g., safety and
accessibility) and to avoid conflicts with ongoing excavation activities conducted with heavy
equipment. The boring locations were surveyed and staked out by Cape Fear Engineering of
Belville, NC.
The Geoprobe® borings were terminated within soil approximately 5-ft below the CCR/soil
interface, 5-ft to 65-ft below ground surface. Samples were collected using either 1.25-inch (in)
diameter Dual-Tube or 1.5-in diameter Macro-Core® (MC5) samplers. The MC5 sampler was
typically used in challenging subsurface conditions (e.g., heave or “cave-in” within boreholes) or
when greater sample recovery was required to collect samples for PLM examination. The CCR
and soil recovered in the Geoprobe® samplers were visually classified and logged by Geosyntec
engineers. Once the CCR/soil interface was identified, a sample for PLM examination was
collected approximately 2-ft below the CCR/soil interface, as directed by DEP, and placed into
glass jars provided by DEP’s Metallurgy Laboratory. Up to two additional samples were collected
at approximately 1-ft intervals below the initial sample interval. These samples were placed in
Ziploc® bags and stored in the DEP field office in case additional laboratory testing was required.
Subsequently, sample jars were placed in bubble-wrap bags and shipped to DEP’s Metallurgy
Laboratory with completed chain-of-custody forms.
2.3 Polarized Light Microscopy Examination
A total of 235 samples collected from the Geoprobe® borings, including eight additional samples
to minimize iterations and as secondary samples, were shipped to DEP’s Metallurgy Laboratory.
L.V. Sutton Energy Complex
1971 Basin Closure Investigation Report

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Subsequently, the samples were shipped to RJ Lee Group, Inc. (RJLG) of Monroeville,
Pennsylvania for PLM examination, directly contracted to DEP, to verify findings from the
Geoprobe® borings. RJLG has ISO/IEC 17025:2005 accreditation for materials testing using PLM
(https://www.iso.org/standard/39883.html and http://www.rjlg.com/about-us/accreditations/).
RJLG used PLM to quantify the amount of CCR in the samples examined, adopting a test method
presented in EPA/600/R-93/116 [USEPA, 1993].
L.V. Sutton Energy Complex
1971 Basin Closure Investigation Report

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3. CLOSURE INVESTIGATION RESULTS
3.1 Findings
The “as-built” Geoprobe® boring locations are shown on Figure 2. Boring logs are provided in
Appendix B. The PLM results are summarized in Table 1 and the reports prepared by RJLG are
presented in Appendix C. The amount of CCR reported from the PLM examinations ranged from
0 (not detected) to 63 percent and the PLM results for two samples indicated exceedance of 50
percent CCR in the samples. The secondary samples of the two were also submitted for the PLM
examination and the PLM results for the secondary samples indicated less than 50 percent CCR.
3.2 Target Base of Excavation Grades
Historical investigations indicate the presence of CCR beneath the 1971 Basin South Dike. DEP
volunteered to excavate this CCR as part of the basin closure excavation activities. The target base
of excavation grades were established by interpolating the information (i.e., the top elevation of
the PLM sampling interval where the sample contains less than 50 percent CCR) at each of the
Geoprobe® borings and incorporates historical investigations within the 1971 Basin South Dike.
The target excavation grades were developed using Autodesk® AutoCAD® Civil 3D® and are
presented on Figure 3. The target base of excavation grades represent minimum excavation depths
in the 1971 Basin. The elevation of target base of excavation at each of the boring locations is
also summarized in Table 2.
L.V. Sutton Energy Complex
1971 Basin Closure Investigation Report

GC6381/GA170492_LVSutton_1971BasinClosureInvRpt.docx 6 October 2017
4. REFERENCES
ASTM Standard D 2488 (2017), “Standard Practice for Description and Identification of Soils
(Visual-Manual Procedures), ASTM International, West Conshohocken, PA,
www.astm.org.
USEPA (1993). “Method for the Determination of Asbestos in Bulk Building Materials.”
EPA/600/R-93/116 July 1993.

TABLES

1 of 7
Table 1. Summary of PLM Results
Boring ID Sample Interval
(ft, bgs) Laboratory ID[3] Amount of CCR
(%)
GB-001A 25-26 21610 Not Detected
GB-002 22-23 21611 Not Detected
GB-003 25-26 21609 Not Detected
GB-004 23.5-24.5 21608 2%
GB-005 24-25 21614 Not Detected
GB-006 20-21 21616 4%
GB-007 21-22 21612 Not Detected
GB-008 23-24 21613 Not Detected
GB-009 16-17 21591 Not Detected
GB-010 11-12 21592 Not Detected
GB-011 5-6 21593 Not Detected
GB-012 17-18 21617 Not Detected
GB-013 17-18 21615 1%
GB-014 21-23 21619 Not Detected
GB-015A 23-24 23209 Not Detected
GB-016 17-18 23257 Not Detected
GB-017 7-8 23256 1%
GB-018 3-5 21595 Not Detected
GB-019 5-6 21596 Not Detected
GB-020 4-5 21597 Not Detected
GB-021 15.5-16.5 21618 Not Detected
GB-022 13-15 21584 Not Detected
GB-023 23-24 21580 Not Detected
GB-024 32.2-33.2 23228 12%
GB-025 51-52 23221 1%
GB-026A 23-24 23219 10%
GB-026A 39-40 25365 23%
GB-026A 42-43 23220 Not Detected
GB-026B 35-36 25366 Not Detected
GB-026B 36-37 25367 Not Detected
GB-027 20-21 23218 Not Detected
GB-028 3-4 23229 Not Detected
GB-029 3-5 21598 Not Detected
GB-030 4-5 21599 Not Detected
GB-031 4-5 21600 Not Detected
GB-032 15.5-16.5 21585 Not Detected
GB-033 18.5-19.5 21588 Not Detected
Table 1. Summary of PLM Results (Continued)
2 of 7
Boring ID Sample Interval
(ft, bgs) Laboratory ID[3] Amount of CCR
(%)
GB-034 33-34 23252 1%
GB-035 57-58 23251 4%
GB-036 55.5-56.5 23230 1%
GB-037A 54-55 23258 51%
GB-037A 55-56 25363 2%
GB-037A 56-57 25364 2%
GB-038 41-42 23244 1%
GB-039 22-24 23242 63%
GB-039 24-25 26078 21%
GB-039 25-26 26079 Not Detected
GB-040 2-3 21603 Not Detected
GB-041 3-5 21601 Not Detected
GB-042 6-7 21602 Not Detected
GB-043 22-23 21581 Not Detected
GB-044 12-13 25355 Not Detected
GB-045 20.5-21.5 21586 Not Detected
GB-046 17-18 21587 2%
GB-047 3-4 21589 Not Detected
GB-048 25-26 23250 2%
GB-049 57-58 23253 6%
GB-050 59-60 23245 Not Detected
GB-051 46-47 23255 Not Detected
GB-052 37-38 23241 2%
GB-053 32-33 23243 Not Detected
GB-054 6-7 23238 Not Detected
GB-055 7-9 25356 Not Detected
GB-056 12-13 25360 Not Detected
GB-057 13-14 25358 Not Detected
GB-058 20-21 21583 Not Detected
GB-059 15-16 25362 Not Detected
GB-060 19-20 21579 Not Detected
GB-061 13-14 21582 Not Detected
GB-062 3-4 21590 Not Detected
GB-063 32-33 23249 Not Detected
GB-064 50-51 23254 2%
GB-065 56-57 23231 4%
GB-066 55-56 23240 1%
GB-067 50-51 23239 8%
GB-068 39-40 23237 Not Detected
Table 1. Summary of PLM Results (Continued)
3 of 7
Boring ID Sample Interval
(ft, bgs) Laboratory ID[3] Amount of CCR
(%)
GB-069 9-10 24294 Not Detected
GB-070 11-12 24293 Not Detected
GB-071 12-13 24292 Not Detected
GB-072 13-14 24291 Not Detected
GB-073 15-16 25361 1%
GB-074 15-16 25359 Not Detected
GB-075 14-15 26081 Not Detected
GB-076 32-33 26084 Not Detected
GB-077 3-5 23259 Not Detected
GB-078 42-43 23260 39%
GB-079 51-52 23226 1%
GB-080 56-57 23225 1%
GB-081 55-56 23236 1%
GB-082 47-48 24297 35%
GB-083 17-18 24295 1%
GB-084 12-13 24296 Not Detected
GB-085 14-15 26091 Not Detected
GB-086 12-13 24300 Not Detected
GB-087 12-13 24290 Not Detected
GB-088 17-18 26080 1%
GB-089 14-15 26082 Not Detected
GB-090 20-21 26083 1%
GB-091 15-16 26085 Not Detected
GB-092 7-8 23246 Not Detected
GB-093 2.5-3.5 23207 Not Detected
GB-094 46-47 23261 Not Detected
GB-095 56-57 23224 1%
GB-096 56-57 25354 Not Detected
GB-097 46.5-47.5 25357 Not Detected
GB-098 11-12 24298 1%
GB-099 12-13 24299 1%
GB-100 10-11 24301 Not Detected
GB-101 12-13 24288 Not Detected
GB-102 11.5-12.5 24289 Not Detected
GB-103 17-18 24267 Not Detected
GB-104 22-23 24268 1%
GB-105 27-28 24269 1%
GB-106 15.5-16.5 24303 Not Detected
GB-107 20-21 26086 Not Detected
Table 1. Summary of PLM Results (Continued)
4 of 7
Boring ID Sample Interval
(ft, bgs) Laboratory ID[3] Amount of CCR
(%)
GB-108 17-18 24304 Not Detected
GB-109 20-21 26087 Not Detected
GB-110 3.5-5 23206 Not Detected
GB-111 18-19 23211 1%
GB-112 47-48 23214 Not Detected
GB-113 52-53 25324 2%
GB-114 42-43 25323 1%
GB-115 20-21 23227 Not Detected
GB-116 17-18 24257 4%
GB-117 17-18 24258 Not Detected
GB-118 31-32 24259 Not Detected
GB-119 35-36 24260 10%
GB-120 40-42 24261 26%
GB-121 31.5-32.5 24308 25%
GB-122 13.5-14.5 24307 Not Detected
GB-123 15-16 24306 4%
GB-124 15.5-16.5 24305 14%
GB-125 20-21 25322 Not Detected
GB-126 19-20 26088 Not Detected
GB-127 17-18 25352 Not Detected
GB-128 36-37 23205 19%
GB-129 47-48 26093 Not Detected
GB-130 47-48 26092 Not Detected
GB-131 51-52 23234 Not Detected
GB-132 51-52 23233 Not Detected
GB-133 55.5-56.5 24287 2%
GB-134 57-58 24263 3%
GB-135 56-57 24262 8%
GB-136 42-43 23235 Not Detected
GB-137 12-13 24309 5%
GB-138 14-15 24310 1%
GB-139 16.5-17.5 24311 Not Detected
GB-140 18-19 24312 Not Detected
GB-141 21-22 25321 Not Detected
GB-142 16.5-17.5 25353 1%
GB-143 6.5-7.5 25351 Not Detected
GB-144 11-12 23223 Not Detected
GB-145 5-6 23208 Not Detected
GB-146 20-21 23210 Not Detected
Table 1. Summary of PLM Results (Continued)
5 of 7
Boring ID Sample Interval
(ft, bgs) Laboratory ID[3] Amount of CCR
(%)
GB-147 41-42 23222 1%
GB-148 55-56 24286 1%
GB-149 52-53 23232 1%
GB-150 54-55 24265 3%
GB-151A 56-57 24264 2%
GB-152 46-47 25310 Not Detected
GB-153 12-13 24276 Not Detected
GB-154 13-14 24275 Not Detected
GB-155 14-15 24274 Not Detected
GB-156 16-17 24273 4%
GB-157 17-18 24272 Not Detected
GB-158 14-15 25349 Not Detected
GB-159 17.5-18.5 25320 4%
GB-160 15.5-16.5 25350 Not Detected
GB-161 3-5 23215 Not Detected
GB-162 7-8 23212 1%
GB-163 37-38 24285 Not Detected
GB-164 47-48 24284 24%
GB-165 56-57 24266 Not Detected
GB-166 51-52 25311 Not Detected
GB-167 15-16 25312 Not Detected
GB-168 12.5-15 25313 Not Detected
GB-169 15-16 25314 27%
GB-170 15-16 25315 3%
GB-171 16-17 25316 Not Detected
GB-172 16.5-17.5 25319 Not Detected
GB-173 16-17 25338 Not Detected
GB-174 14-15 25348 Not Detected
GB-175 3-5 23216 Not Detected
GB-176 5-7 23217 3%
GB-177 10-11 23213 2%
GB-178 31-32 24283 2%
GB-179 46.5-47.5 24302 Not Detected
GB-180 36-37 24270 Not Detected
GB-181 11-12 24271 Not Detected
GB-182 11.5-12.5 25343 Not Detected
GB-183 14-15 25342 Not Detected
GB-184 15-16 25341 Not Detected
GB-185 16-17 25317 Not Detected
Table 1. Summary of PLM Results (Continued)
6 of 7
Boring ID Sample Interval
(ft, bgs) Laboratory ID[3] Amount of CCR
(%)
GB-186 16-17 25318 Not Detected
GB-187 15-16 25337 Not Detected
GB-188[2] 11.5-12.5 25336 Not Detected
GB-189 11-12 21606 Not Detected
GB-190 17-18 21607 Not Detected
GB-191 25.5-26.5 23248 Not Detected
GB-192 11-12 23247 Not Detected
GB-193A 11-12 24277 1%
GB-194 12-13 25344 Not Detected
GB-195 13-14 25340 Not Detected
GB-196 15-16 25339 Not Detected
GB-197 15-16 25334 Not Detected
GB-198 12-13 25335 Not Detected
GB-199 9-10 21633 Not Detected
GB-200 15-16 21621 7%
GB-201 7-8 21605 Not Detected
GB-202 7-8 21604 Not Detected
GB-203 11-12 21637 2%
GB-204 11-12 21636 Not Detected
GB-205 11-12 26090 Not Detected
GB-206 12-13 25345 Not Detected
GB-207 13-14 25346 3%
GB-208 13-14 25333 Not Detected
GB-209 7-8 25332 Not Detected
GB-210 10-11 25331 Not Detected
GB-211 22-23 21620 Not Detected
GB-212 7-8 25330 Not Detected
GB-213 7-8 21622 Not Detected
GB-214 11-12 21634 Not Detected
GB-215 11.5-12.5 21635 Not Detected
GB-216 11-12 24279 Not Detected
GB-217 11-12 24278 Not Detected
GB-218 12-13 25325 24%
GB-219 13.5-14.5 25347 3%
GB-220 12-13 26089 Not Detected
GB-221 7-8 25329 3%
GB-222 12-13 24280 Not Detected
GB-223 11-12 24281 Not Detected
GB-224 8-9 25328 Not Detected
Table 1. Summary of PLM Results (Continued)
7 of 7
Boring ID Sample Interval
(ft, bgs) Laboratory ID[3] Amount of CCR
(%)
GB-225 11-12 24282 Not Detected
GB-226 12-13 25326 Not Detected
GB-227 12-13 25327 3%
Note(s):
[1] ft = feet; bgs = below ground surface
[2] The chain-of-custody in the report prepared by RJ LEE Group, Inc. uses the designation GB-188A for the
sample.
[3] The leading number “20170” is not included in the laboratory ID as it repeats for the samples presented
above.

1 of 9
Table 2. Summary of Closure Investigation Findings
Boring ID Northing[4] Easting[4]
Ground Surface
Elevation
(ft-NAVD 88[1])
Depth to Top of
PLM Sampling
Interval (ft, bgs[1])
Elevation of Target
Base of Excavation
(ft-NAVD 88[1])
GB-001A 197903.2 2306218.8 27.5 25.0 2.5
GB-002 197925.9 2306276.0 27.6 22.0 5.6
GB-003 197908.9 2306245.5 27.5 25.0 2.5
GB-004 197911.9 2306159.7 26.7 23.5 3.2
GB-005 197938.3 2306048.5 27.2 24.0 3.2
GB-006 198021.6 2306361.8 26.9 20.0 6.9
GB-007 198004.5 2306240.5 27.2 21.0 6.2
GB-008 197995.5 2306149.3 26.6 23.0 3.6
GB-009 198008.9 2306045.4 18.2 16.0 2.2
GB-010 198015.5 2305948.3 15.0 11.0 4.0
GB-011 198053.9 2305864.1 11.6 5.0 6.6
GB-012 198107.4 2306403.8 26.3 17.0 9.3
GB-013 198109.1 2306345.5 26.5 17.0 9.5
GB-014 198109.0 2306245.5 28.5 21.0 7.5
GB-015A[2] 198085.8 2306147.4 25.4 23.0 2.4
GB-016 198109.0 2306045.5 14.9 17.0 -2.1
GB-017 198109.0 2305945.5 15.1 7.0 8.1
GB-018 198109.0 2305845.4 11.2 3.0 8.2
GB-019 198109.0 2305745.5 11.8 5.0 6.8
GB-020 198151.9 2305656.6 10.5 4.0 6.5
GB-021 198208.9 2306441.7 25.5 15.5 10.0
GB-022 198208.8 2306345.6 26.7 13.0 13.7
GB-023 198210.9 2306237.3 31.7 23.0 8.7
GB-024 198207.6 2306117.7 11.4 32.2 -20.8
Table 2. Summary of Closure Investigation Findings (Continued)
2 of 9
Boring ID Northing[4] Easting[4]
Ground Surface
Elevation
(ft-NAVD 88[1])
Depth to Top of
PLM Sampling
Interval (ft, bgs[1])
Elevation of Target
Base of Excavation
(ft-NAVD 88[1])
GB-025 198208.9 2306045.5 15.4 51.0 -35.6
GB-026B[3] 198190.7 2305944.0 14.5 35.0 -20.5
GB-027 198208.9 2305845.5 15.0 20.0 -5.0
GB-028 198209.0 2305745.5 10.9 3.0 7.9
GB-029 198209.2 2305645.6 10.4 3.0 7.4
GB-030 198208.9 2305545.6 10.8 4.0 6.8
GB-031 198248.3 2305448.6 11.6 4.0 7.6
GB-032 198308.6 2306424.9 26.2 15.5 10.7
GB-033 198301.2 2306356.1 28.3 18.5 9.8
GB-034 198320.4 2306133.8 16.9 33.0 -16.1
GB-035 198309.1 2306045.4 15.3 57.0 -41.7
GB-036 198309.0 2305945.5 15.0 55.5 -40.5
GB-037A[2] 198309.5 2305848.4 15.0 55.0 -40.0
GB-038 198308.9 2305745.5 15.5 41.0 -25.5
GB-039 198322.9 2305652.9 16.2 24.0 -7.8
GB-040 198308.9 2305545.6 10.6 2.0 8.6
GB-041 198308.8 2305445.2 10.5 3.0 7.5
GB-042 198309.0 2305345.6 10.6 6.0 4.6
GB-043 198309.2 2306252.1 32.1 22.0 10.1
GB-044 198528.5 2305251.6 14.4 12.0 2.4
GB-045 198411.6 2306345.7 29.5 20.5 9.0
GB-046 198408.2 2306237.3 31.3 17.0 14.3
GB-047 198408.9 2306145.4 15.4 3.0 12.4
GB-048 198409.0 2306045.3 15.8 25.0 -9.2
GB-049 198408.8 2305945.4 15.7 57.0 -41.3
GB-050 198409.0 2305845.5 16.0 59.0 -43.0
Table 2. Summary of Closure Investigation Findings (Continued)
3 of 9
Boring ID Northing[4] Easting[4]
Ground Surface
Elevation
(ft-NAVD 88[1])
Depth to Top of
PLM Sampling
Interval (ft, bgs[1])
Elevation of Target
Base of Excavation
(ft-NAVD 88[1])
GB-051 198409.0 2305745.5 15.2 46.0 -30.8
GB-052 198408.9 2305645.5 15.2 37.0 -21.8
GB-053 198408.9 2305545.4 15.2 32.0 -16.8
GB-054 198409.0 2305445.3 15.0 6.0 9.0
GB-055 198482.7 2305345.6 15.2 7.0 8.2
GB-056 198470.6 2305218.5 14.7 12.0 2.7
GB-057 198482.9 2305154.4 15.1 13.0 2.1
GB-058 198410.1 2306397.1 28.4 20.0 8.4
GB-059 198490.9 2304998.6 15.8 15.0 0.8
GB-060 198457.9 2306260.7 34.0 19.0 15.0
GB-061 198498.4 2306347.7 29.0 13.0 16.0
GB-062 198507.8 2306028.0 15.8 3.0 12.8
GB-063 198509.0 2305945.6 15.8 32.0 -16.2
GB-064 198508.8 2305845.5 15.4 50.0 -34.6
GB-065 198509.0 2305745.5 15.2 56.0 -40.8
GB-066 198509.1 2305645.5 15.5 55.0 -39.5
GB-067 198509.0 2305545.5 15.3 50.0 -34.7
GB-068 198509.0 2305445.5 15.2 39.0 -23.8
GB-069 198509.1 2305345.5 15.1 9.0 6.1
GB-070 198508.9 2305245.5 14.3 11.0 3.3
GB-071 198509.0 2305145.6 14.9 12.0 2.9
GB-072 198508.9 2305045.5 14.9 13.0 1.9
GB-073 198525.0 2304922.8 16.3 15.0 1.3
GB-074 198565.7 2304849.8 15.7 15.0 0.7
GB-075 198616.5 2304788.7 16.0 14.0 2.0
GB-076 198682.7 2304633.1 16.0 32.0 -16.0
Table 2. Summary of Closure Investigation Findings (Continued)
4 of 9
Boring ID Northing[4] Easting[4]
Ground Surface
Elevation
(ft-NAVD 88[1])
Depth to Top of
PLM Sampling
Interval (ft, bgs[1])
Elevation of Target
Base of Excavation
(ft-NAVD 88[1])
GB-077 198609.0 2305945.5 17.4 3.0 14.4
GB-078 198609.0 2305845.4 16.2 42.0 -25.8
GB-079 198609.0 2305745.5 15.7 51.0 -35.3
GB-080 198609.0 2305645.4 15.8 56.0 -40.2
GB-081 198609.0 2305545.6 15.8 55.0 -39.2
GB-082 198609.0 2305445.5 15.3 47.0 -31.7
GB-083 198608.9 2305345.5 15.3 17.0 -1.7
GB-084 198609.0 2305245.5 15.5 12.0 3.5
GB-085 198609.0 2305145.4 15.3 14.0 1.3
GB-086 198608.9 2305045.5 15.3 12.0 3.3
GB-087 198608.9 2304945.5 15.6 12.0 3.6
GB-088 198609.0 2304845.4 14.5 17.0 -2.5
GB-089 198639.4 2304744.9 15.9 14.0 1.9
GB-090 198669.8 2304687.8 15.4 20.0 -4.6
GB-091 198643.9 2304469.7 15.7 15.0 0.7
GB-092 198662.2 2305884.2 16.4 7.0 9.4
GB-093 198708.9 2305845.5 15.3 2.5 12.8
GB-094 198708.9 2305745.5 15.4 46.0 -30.6
GB-095 198709.0 2305645.5 15.4 56.0 -40.6
GB-096 198709.0 2305545.5 15.5 56.0 -40.5
GB-097 198708.9 2305445.5 15.7 46.5 -30.8
GB-098 198709.0 2305345.6 15.2 11.0 4.2
GB-099 198708.9 2305245.5 15.4 12.0 3.4
GB-100 198709.0 2305145.5 14.7 10.0 4.7
GB-101 198709.0 2305045.6 16.0 12.0 4.0
GB-102 198709.0 2304945.5 15.7 11.5 4.2
Table 2. Summary of Closure Investigation Findings (Continued)
5 of 9
Boring ID Northing[4] Easting[4]
Ground Surface
Elevation
(ft-NAVD 88[1])
Depth to Top of
PLM Sampling
Interval (ft, bgs[1])
Elevation of Target
Base of Excavation
(ft-NAVD 88[1])
GB-103 198709.0 2304845.5 15.8 17.0 -1.2
GB-104 198708.9 2304745.5 15.7 22.0 -6.3
GB-105 198709.0 2304645.5 16.1 27.0 -10.9
GB-106 198713.8 2304527.1 15.8 15.5 0.3
GB-107 198779.4 2304345.0 19.1 20.0 -0.9
GB-108 198709.0 2304445.5 16.8 17.0 -0.2
GB-109 198825.4 2304272.1 17.8 20.0 -2.2
GB-110 198808.3 2305792.1 17.2 3.5 13.7
GB-111 198809.0 2305745.5 15.8 18.0 -2.2
GB-112 198809.0 2305645.5 15.4 47.0 -31.6
GB-113 198809.0 2305545.5 14.7 52.0 -37.3
GB-114 198808.9 2305445.5 16.3 42.0 -25.7
GB-115 198809.0 2305345.5 15.2 20.0 -4.8
GB-116 198809.0 2305245.5 15.8 17.0 -1.2
GB-117 198809.0 2305145.5 15.1 17.0 -1.9
GB-118 198809.0 2305045.5 16.2 31.0 -14.8
GB-119 198808.9 2304945.5 16.0 35.0 -19.0
GB-120 198808.9 2304845.5 15.3 40.0 -24.7
GB-121 198809.0 2304745.5 15.9 31.5 -15.6
GB-122 198809.0 2304645.5 15.9 13.5 2.4
GB-123 198808.9 2304545.5 15.8 15.0 0.8
GB-124 198808.9 2304445.5 15.9 15.5 0.4
GB-125 198809.0 2304357.0 20.5 20.0 0.5
GB-126 198852.0 2304246.0 17.3 19.0 -1.7
GB-127 198837.0 2304167.5 16.4 17.0 -0.6
GB-128 198904.6 2305642.2 15.8 36.0 -20.2
Table 2. Summary of Closure Investigation Findings (Continued)
6 of 9
Boring ID Northing[4] Easting[4]
Ground Surface
Elevation
(ft-NAVD 88[1])
Depth to Top of
PLM Sampling
Interval (ft, bgs[1])
Elevation of Target
Base of Excavation
(ft-NAVD 88[1])
GB-129 198903.3 2305575.2 15.2 47.0 -31.8
GB-130 198909.0 2305445.4 15.4 47.0 -31.6
GB-131 198909.2 2305345.3 15.7 51.0 -35.3
GB-132 198909.0 2305245.5 15.6 51.0 -35.5
GB-133 198909.0 2305145.5 15.5 55.5 -40.0
GB-134 198909.0 2305045.5 16.0 57.0 -41.0
GB-135 198908.9 2304945.5 16.1 56.0 -39.9
GB-136 198909.0 2304845.4 15.2 42.0 -26.8
GB-137 198909.0 2304745.5 15.5 12.0 3.5
GB-138 198908.9 2304645.5 16.2 14.0 2.2
GB-139 198908.9 2304545.5 15.6 16.5 -0.9
GB-140 198909.0 2304445.5 16.2 18.0 -1.8
GB-141 198908.9 2304345.5 19.3 21.0 -1.7
GB-142 198909.0 2304245.6 16.3 16.5 -0.2
GB-143 198909.0 2304145.6 15.9 6.5 9.4
GB-144 198909.6 2305716.8 18.8 11.0 7.8
GB-145 199008.9 2305601.0 16.9 5.0 11.9
GB-146 199009.0 2305545.5 16.5 20.0 -3.5
GB-147 199009.0 2305445.5 15.4 41.0 -25.6
GB-148 199009.0 2305345.6 15.4 55.0 -39.7
GB-149 199009.0 2305245.5 14.5 52.0 -37.5
GB-150 199009.0 2305145.5 15.1 54.0 -38.9
GB-151A[2] 199008.9 2305045.4 16.3 56.0 -39.7
GB-152 199009.0 2304945.5 15.3 46.0 -30.7
GB-153 199009.0 2304845.5 15.5 12.0 3.5
GB-154 199009.0 2304745.5 15.9 13.0 2.9
Table 2. Summary of Closure Investigation Findings (Continued)
7 of 9
Boring ID Northing[4] Easting[4]
Ground Surface
Elevation
(ft-NAVD 88[1])
Depth to Top of
PLM Sampling
Interval (ft, bgs[1])
Elevation of Target
Base of Excavation
(ft-NAVD 88[1])
GB-155 199009.0 2304645.5 15.4 14.0 1.4
GB-156 199009.0 2304545.5 16.0 16.0 0.0
GB-157 199009.0 2304445.5 16.5 17.0 -0.5
GB-158 198959.5 2304248.7 16.2 14.0 2.2
GB-159 199009.0 2304345.5 18.5 17.5 1.0
GB-160 198956.8 2304169.4 15.8 15.5 0.3
GB-161 199107.9 2305495.2 17.7 3.0 14.7
GB-162 199108.9 2305445.5 16.1 7.0 9.1
GB-163 199108.9 2305345.5 16.1 37.0 -20.9
GB-164 199109.0 2305245.5 15.7 47.0 -31.3
GB-165 199109.0 2305145.5 15.6 56.0 -40.4
GB-166 199109.0 2305045.5 15.8 51.0 -35.2
GB-167 199108.9 2304945.4 15.1 15.0 0.1
GB-168 199109.0 2304845.5 15.6 12.5 3.1
GB-169 199108.9 2304745.5 17.5 15.0 2.5
GB-170 199108.9 2304645.5 16.3 15.0 1.3
GB-171 199109.0 2304545.5 16.1 16.0 0.1
GB-172 199109.0 2304445.5 16.5 16.5 0.0
GB-173 199109.0 2304345.5 16.9 16.0 0.9
GB-174 199008.5 2304312.4 16.6 14.0 2.6
GB-175 199165.3 2305476.0 17.9 3.0 14.9
GB-176 199209.0 2305445.5 16.0 5.0 11.0
GB-177 199208.9 2305345.5 15.7 10.0 5.7
GB-178 199208.9 2305245.5 15.0 31.0 -16.0
GB-179 199209.0 2305145.5 15.5 46.5 -31.0
GB-180 199209.0 2305045.5 15.9 36.0 -20.1
Table 2. Summary of Closure Investigation Findings (Continued)
8 of 9
Boring ID Northing[4] Easting[4]
Ground Surface
Elevation
(ft-NAVD 88[1])
Depth to Top of
PLM Sampling
Interval (ft, bgs[1])
Elevation of Target
Base of Excavation
(ft-NAVD 88[1])
GB-181 199209.0 2304945.5 15.0 11.0 4.0
GB-182 199208.9 2304845.5 15.7 11.5 4.2
GB-183 199209.0 2304745.5 16.7 14.0 2.7
GB-184 199209.0 2304645.5 16.6 15.0 1.6
GB-185 199209.0 2304545.4 16.7 16.0 0.7
GB-186 199208.9 2304445.5 16.9 16.0 0.9
GB-187 199209.1 2304356.0 17.7 15.0 2.7
GB-188 199299.5 2304407.4 18.5 11.5 7.0
GB-189 199309.0 2305345.5 16.2 11.0 5.2
GB-190 199309.0 2305245.5 15.3 17.0 -1.7
GB-191 199309.0 2305145.5 15.5 25.5 -10.0
GB-192 199309.0 2305045.5 15.5 11.0 4.5
GB-193A[2] 199308.9 2304945.5 15.4 11.0 4.4
GB-194 199309.0 2304845.5 16.1 12.0 4.1
GB-195 199309.0 2304745.5 16.7 13.0 3.7
GB-196 199309.0 2304645.5 16.6 15.0 1.6
GB-197 199309.0 2304545.5 16.6 15.0 1.6
GB-198 199309.0 2304445.5 18.1 12.0 6.1
GB-199 199309.0 2305442.8 19.9 9.0 10.9
GB-200 199407.1 2305422.9 24.3 15.0 9.3
GB-201 199409.1 2305345.5 16.6 7.0 9.6
GB-202 199409.1 2305245.5 15.9 7.0 8.9
GB-203 199409.0 2305145.4 15.6 11.0 4.6
GB-204 199409.0 2305045.5 15.8 11.0 4.8
GB-205 199408.9 2304945.4 15.9 11.0 4.9
GB-206 199409.0 2304845.5 16.0 12.0 4.0
Table 2. Summary of Closure Investigation Findings (Continued)
9 of 9
Boring ID Northing[4] Easting[4]
Ground Surface
Elevation
(ft-NAVD 88[1])
Depth to Top of
PLM Sampling
Interval (ft, bgs[1])
Elevation of Target
Base of Excavation
(ft-NAVD 88[1])
GB-207 199409.0 2304745.5 16.6 13.0 3.6
GB-208 199409.0 2304645.4 16.2 13.0 3.2
GB-209 199409.0 2304545.5 16.6 7.0 9.6
GB-210 199410.2 2304479.8 18.8 10.0 8.8
GB-211 199483.8 2305403.8 31.8 22.0 9.8
GB-212 199508.6 2304547.4 18.2 7.0 11.2
GB-213 199492.4 2305341.9 18.0 7.0 11.0
GB-214 199509.0 2305245.4 17.3 11.0 6.3
GB-215 199508.9 2305145.5 16.8 11.5 5.3
GB-216 199509.0 2305045.6 16.5 11.0 5.5
GB-217 199508.9 2304945.5 16.2 11.0 5.2
GB-218 199509.0 2304845.5 16.4 12.0 4.4
GB-219 199509.0 2304745.5 16.7 13.5 3.2
GB-220 199508.9 2304645.4 16.3 12.0 4.3
GB-221 199555.8 2304605.1 16.9 7.0 9.9
GB-222 199557.2 2305127.5 17.1 12.0 5.1
GB-223 199568.5 2305029.4 16.2 11.0 5.2
GB-224 199608.4 2304660.1 17.1 8.0 9.1
GB-225 199599.5 2304945.5 17.3 11.0 6.3
GB-226 199609.0 2304845.4 18.0 12.0 6.0
GB-227 199609.0 2304745.5 18.3 12.0 6.3
Note(s):
[1] ft = feet; NAVD 88 = North American Vertical Datum of 1988; bgs = below ground surface
[2] This boring was advanced at the location within a few feet from the original boring location (e.g., GB-015) for greater sample recovery and due to field
conditions.
[3] The result for GB-026B was conservatively selected over that for GB-026/GB-026A.
[4] Coordinates are based on North Carolina State Plane Grid System, North American Datum of 1983.

FIGURES
Cooling Pond
DischargeCanal
SouthPond
On-site CCRLandfillFootprint
1984 Basin
1971 Basin
Lay ofLand Area(LOLA)
Cooling Pond
Cape Fear River
SITE MAP
L.V. Sutton Energy Complex
Wilmington, North Carolina
Figure
1
P:\GIS\Projects\D\Duke\LV Sutton - Basin Sampling As-Built\mxds; JCOLLEYCHARLOTTE, NC SEPTEMBER 2017
500 0 500 1,000250 Feet
³
Notes:
1. Service Layer Credits: Source: Esri, DigitalGlobe, GeoEye,
Earthstar Geographics, CNES/Airbus DS, USDA, USGS,
AeroGRID, IGN, and the GIS User Community.
2. Property boundary compiled from publicly available data from
New Hanover County.
Legend
Property Boundary
Lay of Land Area (LOLA)
Basin Boundary
On-site CCR Landfill Footprint
Stormwater Pond
!(
!(
!(!(
!(
!(
!(!(!(!(
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!(!(!(!(!(!(
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!(
!(!(!(!(!(!(!(!(!(!(
!(!(!(
!(
!(
!(
!(!(!(!(!(!(!(!(!(!(!(!(
!(
!(
!(
!(
!(!(!(!(!(!(!(!(!(!(!(!(
!(
!(
!(
!(
!(!(!(!(!(!(!(!(!(!(!(!(!(!(
!(
!(
!(
!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(
!(
!(
!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(
!(!(!(!(!(!(!(!(!(!(!(!(!(
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!(!(!(!(!(!(!(!(!(!(!(!(
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!(
!(
!(
!(!(!(!(!(!(!(
!(!(!(
!(!(!(!(
On-site CCRLandfillFootprint
1984 Basin
Lay ofLand Area(LOLA)
Cooling Pond
1971 Basin
Rim Ditch and Stockpileof Excavated Material(approximate)
Inaccessible Area dueto Ground Conditions(approximate)
Cooling Pond
Disch
a
r
g
e

C
a
n
a
l
GB-001A
GB-002
GB-003
GB-004
GB-005
GB-006GB-007GB-008GB-009GB-010
GB-011
GB-012
GB-013GB-014
GB-015A
GB-016GB-017GB-018GB-019
GB-020
GB-021GB-022GB-023
GB-024
GB-025GB-026
GB-026B
GB-027GB-028GB-029GB-030
GB-031
GB-032GB-033
GB-034GB-035GB-036GB-037AGB-038GB-039GB-040GB-041GB-042 GB-043
GB-044
GB-045GB-046GB-047GB-048GB-049GB-050GB-051GB-052GB-053GB-054
GB-055GB-056GB-057
GB-058
GB-059
GB-060
GB-061GB-062GB-063GB-064GB-065GB-066GB-067GB-068GB-069GB-070GB-071
GB-072
GB-073
GB-074
GB-075
GB-076
GB-077GB-078GB-079GB-080GB-081GB-082GB-083GB-084GB-085GB-086GB-087
GB-088
GB-089GB-090GB-091 GB-092
GB-093GB-094GB-095GB-096GB-097GB-098GB-099GB-100GB-101GB-102GB-103GB-104GB-105GB-106
GB-107
GB-108
GB-109 GB-110
GB-111GB-112GB-113GB-114GB-115GB-116GB-117GB-118GB-119GB-120GB-121GB-122GB-123GB-124GB-125
GB-126GB-127
GB-128GB-129GB-130GB-131GB-132GB-133GB-134GB-135GB-136GB-137GB-138GB-139GB-140GB-141GB-142GB-143 GB-144
GB-145GB-146GB-147GB-148GB-149GB-150GB-151AGB-152GB-153GB-154GB-155GB-156GB-157
GB-158
GB-159
GB-160
GB-161
GB-162GB-163GB-164GB-165GB-166GB-167GB-168GB-169GB-170GB-171GB-172GB-173
GB-174
GB-175
GB-176GB-177GB-178GB-179GB-180GB-181GB-182GB-183GB-184GB-185GB-186GB-187
GB-188 GB-189GB-190GB-191GB-192GB-193AGB-194GB-195GB-196GB-197
GB-198
GB-199
GB-200
GB-201GB-202GB-203GB-204GB-205GB-206GB-207GB-208GB-209GB-210
GB-211
GB-212 GB-213GB-214GB-215GB-216GB-217GB-218GB-219GB-220
GB-221 GB-222GB-223
GB-224 GB-225GB-226GB-227
1971 BASIN BORING LOCATIONS
L.V. Sutton Energy Complex
Wilmington, North Carolina
Figure
2
P:\GIS\Projects\D\Duke\LV Sutton - Basin Sampling As-Built\mxds; JCOLLEYCHARLOTTE, NC SEPTEMBER 2017
250 0 250 500125 Feet
³

Notes:
1. Service Layer Credits: Source: Esri, DigitalGlobe, GeoEye,
Earthstar Geographics, CNES/Airbus DS, USDA, USGS,
AeroGRID, IGN, and the GIS User Community and Google Earth.
Legend
!(Geoprobe Boring
Lay of Land Area
Basin Boundary
On-site CCR Landfill Footprint
Inaccessible Areas
E 2
,306
,000
N 199,0
0
0
E 2
,304
,0005100051005-505100 5 1010
-10-505 1015202515
20
25
30
-4
0
-3
5
-30-2
5
-
2
0
-1505
5101510152025151015202530
1
5
2
0
2
5
3
0
1015202530
15202530051012
121212 510
46789
-35-30-25-20-
1
5
-10
-
505-30
-25-20
-15
-10
-5-35-30-25-20-15-10-50-35
-30
-25
-20
-15
-10
-5 0
15 20 25
30
-5
0 5-4 -3 -2 -1
1
2 3 45
234
1
2
-10
-5
-
1
5
0
4
38
8
34
-40
-35
-35
-40
-41
-30
-3
0
-3
5
-5-20
12
-42GB-001A
GB-002
GB-003
GB-004
GB-005
GB-006
GB-007
GB-008
GB-009
GB-010GB-011
GB-012
GB-013GB-014
GB-015A
GB-016
GB-017
GB-018
GB-019GB-020
GB-021
GB-022
GB-023
GB-024
GB-025
GB-026
GB-026BGB-027
GB-028
GB-029
GB-030GB-031
GB-032
GB-033
GB-034
GB-035
GB-036
GB-037A
GB-038
GB-039
GB-040
GB-041
GB-042
GB-043
GB-044
GB-045
GB-046
GB-047
GB-048
GB-049
GB-050
GB-051
GB-052
GB-053
GB-054GB-055
GB-056
GB-057
GB-058
GB-059
GB-060
GB-061
GB-062
GB-063
GB-064
GB-065
GB-066
GB-067
GB-068
GB-069
GB-070GB-071
GB-072GB-073
GB-074
GB-075
GB-077
GB-078
GB-079
GB-080
GB-081
GB-082
GB-083
GB-084
GB-085
GB-086
GB-087
GB-088
GB-089
GB-090
GB-091
GB-092
GB-093
GB-094
GB-095
GB-096
GB-097
GB-098
GB-099
GB-100
GB-101
GB-102
GB-103
GB-104GB-105
GB-106
GB-107 GB-108GB-109
GB-110
GB-111
GB-112
GB-113
GB-114
GB-115
GB-116
GB-117
GB-118
GB-119
GB-120
GB-121
GB-122
GB-123
GB-124
GB-125GB-126
GB-127
GB-128
GB-129
GB-130
GB-131
GB-132
GB-133
GB-134
GB-135
GB-136
GB-137
GB-138
GB-139
GB-140
GB-141
GB-142
GB-143
GB-144
GB-145
GB-146
GB-147
GB-148
GB-149
GB-150
GB-151A
GB-152
GB-153
GB-154
GB-155
GB-156
GB-157
GB-158
GB-159
GB-160
GB-161
GB-162
GB-163
GB-164
GB-165
GB-166
GB-167
GB-168
GB-169
GB-170
GB-171
GB-172
GB-173
GB-174
GB-175
GB-176
GB-177
GB-178
GB-179
GB-180
GB-181
GB-182
GB-183
GB-184
GB-185
GB-186
GB-187
GB-188
GB-189
GB-190
GB-191
GB-192
GB-193A
GB-194
GB-195
GB-196
GB-197
GB-198
GB-199
GB-200
GB-201
GB-202
GB-203
GB-204
GB-205
GB-206
GB-207
GB-208
GB-209
GB-210
GB-211
GB-212
GB-213GB-214
GB-215
GB-216
GB-217
GB-218
GB-219
GB-220
GB-221
GB-222
GB-223
GB-224
GB-225
GB-226
GB-227
GB-076
N
DISCHARGE CANAL 1971 BASIN
BOUNDARY
COOLING
POND
EDGE OF WATER (NOTE 2)
CCR BASIN BOUNDARY(APPROXIMATE) (NOTE 2)
TARGET BASE OF
EXCAVATION CONTOUR(NOTES 3 AND 4)
LEGEND
10
PROJECT NO:
FIGURE
TARGET BASE OF EXCAVATION
SEPTEMBER 2017
3
GC6381
2000
SCALE IN FEET
NOTES:
1. COORDINATES ARE BASED ON NORTH CAROLINA STATEPLANE GRID SYSTEM, NORTH AMERICAN DATUM OF1983 (FEET, NAD83). ELEVATIONS ARE BASED ONNORTH AMERICAN VERTICAL DATUM OF 1988 (FEET,NAVD88).
2. THE PLANIMETRIC LOCATION ON THIS MAP IS BASED ONPHOTOGRAMMETRIC MAPPING OF IMAGERYCOLLECTED ON 17 APRIL 2014 AND INTERPRETED BYWSP OF CARY, NC, DATED MARCH 2015.
3. TARGET BASE OF EXCAVATION SHOWN ABOVE WASESTABLISHED BASED ON THE CLOSURE INVESTIGATIONPERFORMED WITHIN THE BASIN IN JUNE AND JULY 2017AND THE SUBSURFACE INVESTIGATIONS PERFORMEDALONG THE DIKE IN 2010, 2014, 2016, AND 2017.
4. TARGET BASE OF EXCAVATION GRADES SHOWN ABOVEARE INTENDED TO MEET NCDEQ CLOSUREREQUIREMENTS AND REPRESENT MINIMUMEXCAVATION DEPTHS.
5. CCR EXCAVATION ALONG THE DIKE SLOPES WILL TIETO THE PROPOSED GRADING SHOWN IN THE 1971BASIN DAM DECOMMISSIONING PLAN ONCE THE PLAN ISAPPROVED BY NCDEQ.
1984 BASIN
1984 BASIN

APPENDICES

Appendix A
Email Approval from NCDEQ
1
Weston Shin
From:Lanter, Steven <[e-mail]>
Sent:Wednesday, June 14, 2017 10:50 PM
To:Toepfer, John R
Cc:Sullivan, Ed M; DeNeale, Sean; Gibbs, Donald E.; Weston Shin; [e-mail]; Ogallo,
LeToya Fields; Stroupe, Eric; Tyndall, Kent; Russell, Tim; Lyon, Henry; Czop, Ryan; Pruett, Jeremy J.;
Witt, Kimberlee; Martin, Melonie Y; Hardin, Tyler; Sheetz, Bryson; Atkinson, Daniel E; Smith, Eric G;
Watts, Debra; Risgaard, Jon; Werner, Elizabeth; Frost, Larry
Subject:RE: Sutton 1971 Ash Basin - Bottom of Ash Determination - June 2017
John, 

Thanks for the summary of our discussions related to development of a strategy to address soil closure guidelines for coal 
ash basins with ash below the water table.  Analyzing solid phase samples in this site conditions scenario is problematic 
concerning obtaining representative sample results for evaluation of protection of groundwater criteria.  The Division 
grants approval for an alternate approach to sampling ash, soil, and groundwater beneath the water table to evaluate 
groundwater quality and potential impacts from soil beneath ash basins following technical direction provided below for 
the four proposed locations: 

 Collect soil samples from the interval 0 to 5‐feet below the base of the ash/ soil interface along established 
flowpath transects.  
o Analyze soil samples obtained below the water table for hydrous ferric hydroxide and hydrous aluminum 
oxide. 
o Soil samples for laboratory analysis must be collected in a manner  that  will  ensure  a  relatively  uniform
distribution of particles throughout the 6‐inch sample.
o Record physical parameters of the soil samples obtained.

 Collect groundwater samples from the interval 0 to 5‐feet below the base of the ash/ soil interface along 
established flowpath transects  
o Non‐filtered (total) groundwater samples will be analyzed for constituents in the CAMA groundwater analyte 
list. 
o At one split sample will be collected and analyzed for quality assurance/quality control. 
o Since turbidity can be an issue with respect to collection of representative groundwater samples, the Division 
encourages Duke Energy to make an effort to develop wells to reduce potential for samples that may not 
meet established CAMA criteria. Filtration of samples in the laboratory may be considered. 

Soil and groundwater analytical results will be used to calibrate fate/transport and geochemical models to evaluate 
potential impacts along the soil to groundwater pathway. Soil closure guidelines will be revised accordingly in the near 
future.  Please contact me if you have additional questions or comments. 

Best regards, 
Steve 

Steven M. Lanter
Hydrogeologist
Division of Water Resources
North Carolina Department of Environmental Quality

919 807 6444 office
[e-mail]
2

512 N Salisbury Street
1636 Mail Service Center
Raleigh, NC 27699-1636

Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

From: Toepfer, John R [mailto:John.Toepfer@duke‐energy.com]  
Sent: Tuesday, June 13, 2017 2:32 PM 
To: Lanter, Steven <[e-mail]> 
Cc: Sullivan, Ed M <Ed.Sullivan@duke‐energy.com>; DeNeale, Sean <Sean.DeNeale@duke‐energy.com>; Gibbs, Donald 
E. <Donald.Gibbs@duke‐energy.com>; Shin, Weston ‐geosyntec <[e-mail]>; 
[e-mail]; Ogallo, LeToya Fields <Letoya.Ogallo@duke‐energy.com>; Stroupe, Eric 
<Eric.Stroupe@duke‐energy.com>; Tyndall, Kent <Kent.Tyndall@duke‐energy.com>; Russell, Tim <Tim.Russell2@duke‐
energy.com>; Lyon, Henry <Henry.Lyon@duke‐energy.com>; Czop, Ryan <Ryan.Czop@duke‐energy.com>; Pruett, 
Jeremy J. <Jeremy.Pruett@duke‐energy.com>; Witt, Kimberlee <Kimberlee.Witt@duke‐energy.com>; Martin, Melonie Y 
<Melonie.Martin@duke‐energy.com>; Hardin, Tyler <Tyler.Hardin@duke‐energy.com>; Sheetz, Bryson 
<Bryson.Sheetz@duke‐energy.com>; Atkinson, Daniel E <Daniel.Atkinson@duke‐energy.com> 
Subject: Sutton 1971 Ash Basin ‐ Bottom of Ash Determination ‐ June 2017 

Steve – per our prior discussions on determination for full excavation of ash basins when ash is underwater, we have 
primarily discussed the 1971 ash basin at Sutton but the discussion will have impacts to other Duke Energy sites.  Again, I 
believe Duke Energy and DEQ are in agreement to complete borings on 100 foot grid to visually determine bottom of 
ash.  Just below that visual interface, soil samples will be collected (~1 foot increments) and submitted for PLM 
analysis.  Where PLM is determined to be less than 50%, the bottom of the basin will be determined at that location and 
a new bottom of ash basin figure will be re‐calculated.  Duke Energy will then dredge to those elevations and provide 
confirmation to DEQ that the dredge did go to those elevations and therefore all ash has been excavated. 

From the attached figure, Duke Energy will complete about 235 borings within the footprint of the 1971 ash basin.  Our 
most current discussions centered on groundwater/soil sampling from temporary wells.  Duke Energy plans to install a 
total of 4 temporary wells at four separate boring locations.  Two of those temporary wells will be located on a transect 
(transect from current geochemical & groundwater model) within the deep part of the basin and the two remaining 
temporary wells will be located on a transect in the shallower part of the 1971 ash basin.  The top of the temporary well 
screen will be targeted at five below the bottom of the ash/soil interface.  A groundwater sample will be collected and 
analyzed for the CAMA groundwater parameter list.  A soil sample will also be collected at that level of 5 feet below the 
ash/soil interface and analyzed for hydrous ferric oxide (HFO) and gibbsite (HAO).   All borings will be grouted after work 
is complete. 

A contractor will begin mobilization at Sutton this Friday with drilling slated to begin early next week.  Duke Energy 
requests from DEQ confirmation that borings can begin next week while we continue to discuss soil/groundwater 
sampling that is required at the four temporary well locations.  This confirmation is requested from DEQ ASAP. 

Duke Energy plans to move the boring equipment to the LOLA area after work in the 1971 ash basin is completed.  Duke 
Energy plans to complete the PLM work as described above and install two temporary wells in the LOLA area for same 
sampling (groundwater and soil) as that described above for the 1971 ash basin.   

Please let me know of any questions on the above information.  thanks 
3

John R. Toepfer, P.E. 
Duke Energy 
Lead Engineer 
410 S. Wilmington Street/NC15 
Raleigh, NC  27601 

919‐546‐7863 phone 
919‐632‐3714 cell 
919‐546‐6302 fax 

Appendix B
Geoprobe® Boring Logs

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-001/GB-001A Boring Date: 06/21/17
Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 197,903.2 Easting: 2,306,218.8 Ground Surface Elevation: 27.5 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 - 17
SILT (ML) (CCR); gray; moist; some organics
and gravels 0 to 4 ft bgs; occasional sand between
3.5 and 5 ft bgs
Hand-augering 0 to 5
ft bgs
A hard object was
encountered at 5 ft
bgs. GB-001A was
advanced at the
location a few feet
away from GB-001.
17 - 23 SILT (ML) (CCR); gray; wet
23 - 30 SAND (SP) (Soil); tan/light brown; wet
Switch to MC-5 at 25
ft bgs
Collect PLM sample
(25 to 26 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-002 Boring Date: 06/21/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 197,925.9 Easting: 2,306,276.0 Ground Surface Elevation: 27.6 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 - 15 SILT (ML) (CCR); gray/black; moist Hand-augering 0 to 5
ft bgs
15 - 20 SILT (ML) (CCR); gray; wet
20 - 25 SAND (SP) (Soil); grayish white/brown; wet
Collect PLM sample
(22 to 23 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-003 Boring Date: 06/21/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 197,908.9 Easting: 2,306,245.5 Ground Surface Elevation: 27.5 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 - 16 Sandy SILT (ML) (CCR); gray/brownish gray;
moist
Hand-augering 0 to 5
ft bgs
16 - 23 Sandy SILT (ML) (CCR); gray; wet
23 - 30 SAND (SP) (Soil); brown/brownish white; wet
Switch to MC-5 at 25
ft bgs
Collect PLM sample
(25 to 26 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-004 Boring Date: 06/21/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 197,911.9 Easting: 2,306,159.7 Ground Surface Elevation: 26.7 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 - 15 Sandy SILT (ML) (CCR); gray; moist Hand-augering 0 to 5
ft bgs
15 – 21.5 Sandy SILT (ML) (CCR); gray; wet
21.5 - 30 SAND (SP) (Soil); light/dark brown; wet
Switch to MC-5 at 25
ft bgs
Collect PLM sample
(23.5 to 24.5 ft bgs) –
2% CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-005 Boring Date: 06/22/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 197,938.3 Easting: 2,306,048.5 Ground Surface Elevation: 27.2 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 - 9 SILT (ML) (CCR); gray/brown; moist Hand-augering 0 to 5
ft bgs
9 - 22 SILT (ML) (CCR); gray; wet
22 - 30 SAND (SP) (Soil); light brown/brown; wet
Switch to MC-5 at 25
ft bgs
Collect PLM sample
(24 to 25 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-006 Boring Date: 06/22/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,021.6 Easting: 2,306,361.8 Ground Surface Elevation: 26.9 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 17.5 Sandy SILT (ML) (CCR); gray/brown; moist
17.5 – 21.5 SAND (SP) (Soil); grayish white; moist
Collect PLM sample
(20 to 21 ft bgs) – 4%
CCR
21.5 – 25 SAND (SP) (Soil); dark brown; wet

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-007 Boring Date: 06/21/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,004.5 Easting: 2,306,240.5 Ground Surface Elevation: 27.2 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 - 15 SILT (ML) (CCR); gray/black; moist Hand-augering 0 to 5
ft bgs
15 - 19 SILT (ML) (CCR); gray; wet
19 - 25 SAND (SP) (Soil); tan/white; wet
Collect PLM sample
(21 to 22 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-008 Boring Date: 06/21/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 197,995.5 Easting: 2,306,149.3 Ground Surface Elevation: 26.6 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 - 17 Sandy SILT (ML) (CCR); gray; moist Hand-augering 0 to 5
ft bgs
17 - 21 SILT (ML) (CCR); gray; wet
21 - 25 SAND (SP) (Soil); light brown; wet
Collect PLM sample
(23 to 24 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-009 Boring Date: 06/22/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,008.9 Easting: 2,306,045.4 Ground Surface Elevation: 18.2 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); black; moist
5 – 14 SILT (ML) (CCR); black/gray; wet
14 – 20 SAND (SP) (Soil); brown/ light gray; wet
Collect PLM sample
(16 to 17 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-010 Boring Date: 06/22/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,015.5 Easting: 2,305,948.3 Ground Surface Elevation: 15 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 Sandy SILT (ML) (CCR); gray; moist
5 – 8.5 SILT (ML) (CCR); black/gray; wet
8.5 – 15 SAND (SP) (Soil); dark brown/brown; wet
Collect PLM sample
(11 to 12 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-011 Boring Date: 06/22/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,053.9 Easting: 2,305,864.1 Ground Surface Elevation: 11.6 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 2.5 SILT (ML) (CCR); black/gray; moist
2.5 – 5 SAND (SP) (Soil); light gray to brown; moist
5 – 10 SAND (SP) (Soil); light brown/brown; wet
Collect PLM sample
(5 to 6 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-012 Boring Date: 06/22/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,107.4 Easting: 2,306,403.8 Ground Surface Elevation: 26.3 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 7.5 Sandy SILT (ML) (CCR); gray; moist
7.5 – 15 Sandy SILT (ML) (CCR); gray; wet
15 - 20 SAND (SP) (Soil); brown/white; wet
Collect PLM sample
(17 to 18 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-013 Boring Date: 06/22/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,109.1 Easting: 2,306,345.5 Ground Surface Elevation: 26.5 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 - 15 Sandy SILT (ML) (CCR); gray; moist
15 – 20 SAND (SP) (Soil); brownish white/dark brown;
moist
Collect PLM sample
(17 to 18 ft bgs) – 1%
CCR
20 - 25 SAND (SP) (Soil); brown/tan; wet

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-014 Boring Date: 06/22/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,109.0 Easting: 2,306,245.5 Ground Surface Elevation: 28.5 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 10 Sandy SILT (ML) (CCR); gray/black; moist
10 – 18.5 Sandy SILT (ML) (CCR); gray/tan; wet
18.5 - 30 SAND (SP) (Soil); grayish white/light brown;
wet
Switch to MC-5 at 20
ft bgs
Collect PLM sample
(21 to 23 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: A. Greune
Borehole ID: GB-015/GB-015A Boring Date: 06/29/17
Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,085.8 Easting: 2,306,147.4 Ground Surface Elevation: 25.4 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 15 SILT (ML) (CCR); gray/black; moist
15 – 19 SILT (ML) (CCR); gray/black; wet; sand at tip
19 – 20 SAND (SP) (Soil); grayish tan; wet
Rod was stuck in the
formation and GB-015
can’t be advanced
further. GB-015A was
advanced at the
location within a few
feet from GB-015.
20 – 21 Silty SAND (SM) (CCR); dark gray; wet
21 – 25 SAND (SP) (Soil); tan; wet
Collect PLM sample
(23 to 24 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-016 Boring Date: 06/28/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,109.0 Easting: 2,306,045.5 Ground Surface Elevation: 14.9 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 Silty SAND (SM) (CCR); gray/black; moist
5 – 14.5 SILT (ML) (CCR); brownish gray; wet
14.5 – 20 SAND (SP) (Soil); brown/tan; wet
Switch to MC-5 at 15
ft bgs
Collect PLM sample
(17 to 18 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-017 Boring Date: 06/28/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,109.0 Easting: 2,305,945.5 Ground Surface Elevation: 15.1 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 2.5 Silty SAND (SM) (CCR); gray/black; moist
2.5 – 4.5 Silty SAND (SM) (CCR); gray/black; wet
4.5 – 10 SAND (SP) (Soil); grayish white/tan; wet
Collect PLM sample
(7 to 8 ft bgs) – 1%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-018 Boring Date: 06/22/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,109.0 Easting: 2,305,845.4 Ground Surface Elevation: 11.2 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 1 SILT (ML) (CCR); dark gray; moist MC-5 Sampling
1 – 5 SAND (SP) (Soil); light brown; moist
Collect PLM sample
(3 to 5 ft bgs) – No
CCR detected
5 – 10 SAND (SP) (Soil); light gray; wet

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-019 Boring Date: 06/22/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,109.0 Easting: 2,305,745.5 Ground Surface Elevation: 11.8 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 2.5 SILT (ML) (CCR); black/gray; moist
2.5 – 10 SAND (SP) (Soil); light brown; wet
Collect PLM sample
(5 to 6 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-020 Boring Date: 06/22/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,151.9 Easting: 2,305,656.6 Ground Surface Elevation: 10.5 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 1.5 SILT (ML) (CCR); gray; wet MC-5 Sampling
1.5 – 10 SAND (SP) (Soil); brown; wet
Collect PLM sample
(4 to 5 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-021 Boring Date: 06/22/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,208.9 Easting: 2,306,441.7 Ground Surface Elevation: 25.5 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 Sandy SILT (ML) (CCR); gray/tan; moist
5 – 13.5 Sandy SILT (ML) (CCR); gray/brown; wet
13.5 – 20 SAND (SP) (Soil); brown/tan; wet
Collect PLM sample
(15.5 to 16.5 ft bgs) –
No CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-022 Boring Date: 06/20/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,208.8 Easting: 2,306,345.6 Ground Surface Elevation: 26.7 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 11 SILT (ML) (CCR); gray/black; moist
11 – 20 SAND (SP) (Soil); light brown/gray; moist
Collect PLM sample
(13 to 15 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-023 Boring Date: 06/21/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,210.9 Easting: 2,306,237.3 Ground Surface Elevation: 31.7 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 21 SILT (ML) (CCR); black/gray; moist
21 – 30 SAND (SP) (Soil); light brown; moist
Collect PLM sample
(23 to 24 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-024 Boring Date: 07/06/17 to 07/07/17 Rig: Geoprobe 7822DT (S/N:
Z9925T7822)
Northing: 198,207.6 Easting: 2,306,117.7 Ground Surface Elevation: 11.4 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 10 SILT (ML) (CCR); black/gray; moist to wet
10 – 30 SILT (ML) (CCR); gray/black; wet Switch to MC-5 at 15
ft bgs
30-35 SAND (SP) (Soil); light brown; wet
Collect PLM sample
(32.2 to 33.2 ft bgs) –
12% CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-025 Boring Date: 07/06/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,208.9 Easting: 2,306,045.5 Ground Surface Elevation: 15.4 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 10 SILT (ML) (CCR); black/gray; moist to wet
10 – 49 SILT (ML) (CCR); gray/black; wet
49-55 SAND (SP) (Soil); brown; wet
Switch to MC-5 at 50
ft bgs
Collect PLM sample
(51 to 52 ft bgs) – 1%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-026/GB-026A Boring Date: 07/06/17
Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,190.7 Easting: 2,305,944.0 Ground Surface Elevation: 14.5 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 15 Advanced with closed point No Sampling
15-40 Sandy SILT (ML) (Soil and CCR); gray/black;
wet
Switch to MC-5 at 20
ft bgs
Collect PLM sample
(23 to 24 ft bgs) – 10%
CCR
Collect PLM sample
(39 to 40 ft bgs) – 23%
CCR
40-45 SAND (SP) (Soil); light brown; wet
Collect PLM sample
(42 to 43 ft bgs) –
No CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-026B Boring Date: 07/20/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,190.7 Easting: 2,305,944.0 Ground Surface Elevation: 14.5 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 Silty SAND (SM) (CCR and Soil);
gray/brown/black; moist
5 – 32.5
Silty SAND (SM) (CCR and Soil);
gray/black/greenish gray; wet; fine to coarse
gained sand
Switch to MC-5 at 20
ft bgs
32.5 – 40 SAND (SP) (Soil); gray/brown; wet
Collect PLM sample
(35 to 36 ft bgs) – No
CCR detected
Collect PLM sample
(36 to 37 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-027 Boring Date: 06/30/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,208.9 Easting: 2,305,845.5 Ground Surface Elevation: 15 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 Silty SAND (SM) (CCR); gray; moist
5 – 17.5 Silty SAND (SM) (CCR); gray/black; wet Switch to MC-5 at 15
ft bgs
17.5 – 25 SAND (SP) (Soil); tan; wet
Collect PLM sample
(20 to 21 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-028 Boring Date: 07/07/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,209.0 Easting: 2,305,745.5 Ground Surface Elevation: 10.9 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 1 SILT (ML) (CCR); gray/black; moist
1-5 SAND (SP) (Soil); light gray; moist
Collect PLM sample
(3 to 4 ft bgs) – No
CCR detected
5-15 SAND (SP) (Soil); light gray/ light brown; wet Switch to MC-5 at 10
ft bgs

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-029 Boring Date: 06/22/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,209.2 Easting: 2,305,645.6 Ground Surface Elevation: 10.4 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 1 Silty SAND (SM) (CCR); gray; moist MC-5 Sampling
1 – 5 SAND (SP) (Soil); light gray; moist
Collect PLM sample
(3 to 5 ft bgs) – No
CCR detected
5 – 10 SAND (SP) (Soil); dark brown; wet

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-030 Boring Date: 06/23/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,208.9 Easting: 2,305,545.6 Ground Surface Elevation: 10.8 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 2 Silty SAND (SM) (CCR); gray/brown; moist MC-5 Sampling
2 – 5 SAND (SP) (Soil); light gray; moist
Collect PLM sample
(4 to 5 ft bgs) – No
CCR detected
5 – 10 SAND (SP) (Soil); brown; wet

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-031 Boring Date: 06/23/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,248.3 Easting: 2,305,448.6 Ground Surface Elevation: 11.6 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 1.5 Silty SAND (SM) (CCR); gray/light gray; moist MC-5 Sampling
1.5 – 10 SAND (SP) (Soil); brown; wet
Collect PLM sample
(4 to 5 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-032 Boring Date: 06/21/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,308.6 Easting: 2,306,424.9 Ground Surface Elevation: 26.2 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 10 SILT (ML) (CCR); gray/black; moist
10 – 13.5 SILT (ML) (CCR); black; wet
13.5 – 20 SAND (SP) (Soil); light brown/gray; wet
Collect PLM sample
(15.5 to 16.5 ft bgs) –
No CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-033 Boring Date: 06/20/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,301.2 Easting: 2,306,356.1 Ground Surface Elevation: 28.3 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 15 SILT (ML) (CCR); gray; moist
15 – 16.5 SILT (ML) (CCR); black; wet
16.5 – 25 SAND (SP) (Soil); brown/light brown; wet
Collect PLM sample
(18.5 to 19.5 ft bgs) –
No CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-034 Boring Date: 06/27/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,320.4 Easting: 2,306,133.8 Ground Surface Elevation: 16.9 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 4 Silty SAND (SM) (CCR); gray; moist
4 – 31 Silty SAND (SM) (CCR); gray/black; wet Switch to MC-5 at 15
ft bgs
31 – 35 SAND (SP) (Soil); grayish tan; wet
Collect PLM sample
(33 to 34 ft bgs) – 1%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-035 Boring Date: 06/27/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,309.1 Easting: 2,306,045.4 Ground Surface Elevation: 15.3 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 2 Sandy SILT (ML) (CCR); gray/black; moist
2 – 55 SILT (ML) (CCR); gray/black; wet; sand at
bottom 2”
Switch to MC-5 at 35
ft bgs
55 – 60 Clayey SAND (SC) (Soil); gray; wet
Collect PLM sample
(57 to 58 ft bgs) – 4%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-036 Boring Date: 07/07/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,309.0 Easting: 2,305,945.5 Ground Surface Elevation: 15.0 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5 – 53.5 SILT (ML) (CCR); gray/black; wet
53.5-59 SAND (SP) (Soil); brown; wet
Switch to MC-5 at 55
ft bgs
Collect PLM sample
(55.5 to 56.5 ft bgs) –
1% CCR
59-60 Clayey SAND (SC) (Soil); gray; wet

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-037/GB-037A Boring Date: 06/29/17
Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,309.5 Easting: 2,305,848.4 Ground Surface Elevation: 15 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 Silty SAND (SM) (CCR); gray/black; moist
5 – 52 Sandy SILT (ML) (CCR); gray/black; wet
Heave was observed
approximately 50 ft
bgs. GB-037A was
advanced at the
location within a few
feet from GB-037.
52 – 53.5 SAND (SP) (Soil); tan; wet
53.5 – 60 Clayey SAND (SC) (Soil); gray/grayish tan; wet
Switch to MC-5 at 55
ft bgs
Collect PLM sample
(54 to 55 ft bgs) – 51%
CCR
Collect PLM sample
(55 to 56 ft bgs) – 2%
CCR
Collect PLM sample
(56 to 57 ft bgs) – 2%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-038 Boring Date: 06/28/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,308.9 Easting: 2,305,745.5 Ground Surface Elevation: 15.5 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 20 Direct Push with Plug Attached to Tip; No
Sampling
20 – 39 SILT (ML) (CCR); gray/black/greenish gray; wet
39 – 45 SAND (SP) (Soil); light gray/light brown; wet
Switch to MC-5 at 40
ft bgs
Collect PLM sample
(41 to 42 ft bgs) – 1%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-039 Boring Date: 06/28/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,322.9 Easting: 2,305,652.9 Ground Surface Elevation: 16.2 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 20 SILT (ML) (CCR); gray/black/greenish gray; wet
20 – 30 SAND (SP) (Soil); light gray; wet
Switch to MC-5 at 25
ft bgs
Collect PLM sample
(22 to 24 ft bgs) – 63%
CCR
Collect PLM sample
(24 to 25 ft bgs) – 21%
CCR
Collect PLM sample
(25 to 26 ft bgs) – No
CCR Detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-040 Boring Date: 06/23/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,308.9 Easting: 2,305,545.6 Ground Surface Elevation: 10.6 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SAND (SP) (Soil); brown/light gray; wet
MC-5 Sampling
Collect PLM sample
(2 to 3 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-041 Boring Date: 06/22/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,308.8 Easting: 2,305,445.2 Ground Surface Elevation: 10.5 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 0.5 Silty SAND (SM) (CCR); gray; moist MC-5 Sampling
0.5 – 10 SAND (SP) (Soil); brown/gray; wet
Collect PLM sample
(3 to 5 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-042 Boring Date: 06/23/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,309.0 Easting: 2,305,345.6 Ground Surface Elevation: 10.6 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 3.5 Silty SAND (SM) (CCR); brown/dark gray;
moist MC-5 Sampling
3.5 – 10 SAND (SP) (Soil); light gray/brown; wet
Collect PLM sample
(6 to 7 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-043 Boring Date: 06/21/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,309.2 Easting: 2,306,252.1 Ground Surface Elevation: 32.1 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 19.5 SILT (ML) (CCR); black/gray; moist
19.5 – 25 SAND (SP) (Soil); light gray/brown; moist
Collect PLM sample
(22 to 23 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-044 Boring Date: 07/20/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,528.5 Easting: 2,305,251.6 Ground Surface Elevation: 14.4 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 Sandy SILT (ML) (CCR); gray/black; moist
5 – 9.5 Sandy SILT (ML) (CCR); gray/black; wet
9.5 – 15 SAND (SP) (Soil); brown; wet
Collect PLM sample
(12 to 13 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-045 Boring Date: 06/21/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,411.6 Easting: 2,306,345.7 Ground Surface Elevation: 29.5 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 10 Sandy SILT (ML) (CCR); gray/black; moist
10 – 18.5 SILT (ML) (CCR); black/gray; wet
18.5 – 25 SAND (SP) (Soil); light gray; wet
Collect PLM sample
(20.5 to 21.5 ft bgs) –
No CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-046 Boring Date: 06/21/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,408.2 Easting: 2,306,237.3 Ground Surface Elevation: 31.3 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 Sandy SILT (ML) (CCR); dark gray; moist
5 – 14.5 SILT (ML) (CCR); gray/black; wet
14.5 – 20 SAND (SP) (Soil); light gray/brown; wet
Collect PLM sample
(17 to 18 ft bgs) – 2%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-047 Boring Date: 06/22/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,408.9 Easting: 2,306,145.4 Ground Surface Elevation: 15.4 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 0.5 SILT (ML) (CCR); black; moist
0.5 – 10 SAND (SP) (Soil); light brown/gray; wet
Collect PLM sample
(3 to 4 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-048 Boring Date: 06/26/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,409.0 Easting: 2,306,045.3 Ground Surface Elevation: 15.8 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 2.5 Silty SAND (SM) (CCR); gray; moist
2.5 – 15 Silty SAND (SM) (CCR); gray/black; wet; some
gravels between 5 to 10 ft bgs
15 – 20 SILT (ML) (CCR); gray/black; wet
20 – 23 Silty SAND (SM) (Soil and CCR); gray; wet Switch to MC-5 at 20
ft bgs
23 – 30 SAND (SP) (Soil); tannish gray/tan; wet
Collect PLM sample
(25 to 26 ft bgs) – 2%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-049 Boring Date: 06/27/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,408.8 Easting: 2,305,945.4 Ground Surface Elevation: 15.7 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 Silty SAND (SM) (CCR); gray/black; moist
5 – 11 Silty SAND (SM) (CCR); gray/black; wet
11 – 55 SILT (ML) (CCR); gray/black; wet; cohesive
soils at bottom 3”
55 – 60 SAND (SP) (Soil); grayish tan; wet
Switch to MC-5 at 55
ft bgs
Collect PLM sample
(57 to 58 ft bgs) – 6%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-050 Boring Date: 06/28/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,409.0 Easting: 2,305,845.5 Ground Surface Elevation: 16 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 30 Direct Push with Plug Attached to Tip; No
Sampling
30 – 56.5 SILT (ML) (CCR); gray/black/greenish gray; wet
56.5 – 58 CLAY (CL) (Soil); dark gray; moist; sand at
bottom 3”
58 – 65 Clayey SAND (SC) (Soil); gray; wet
Collect PLM sample
(59 to 60 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-051 Boring Date: 06/28/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,409.0 Easting: 2,305,745.5 Ground Surface Elevation: 15.2 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 Sandy SILT (ML) (CCR); gray/black; moist
5 – 44 SILT (ML) (CCR); gray/black; wet
44 – 50 Clayey SAND (SC) (Soil); grayish tan/tan; wet;
clay at top 4”
Switch to MC-5 at 45
ft bgs
Collect PLM sample
(46 to 47 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-052 Boring Date: 06/28/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,408.9 Easting: 2,305,645.5 Ground Surface Elevation: 15.2 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 30 Direct Push with Plug Attached to Tip; No
Sampling
30 – 34.5 SILT (ML) (CCR); greenish gray; wet; clay at
bottom
34.5 – 40 CLAY (CL) (Soil); dark gray; moist; sand at top
0.5 ft
Collect PLM sample
(37 to 38 ft bgs) – 2%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-053 Boring Date: 06/28/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,408.9 Easting: 2,305,545.4 Ground Surface Elevation: 15.2 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 29.5 SILT (ML) (CCR); gray/black/greenish gray; wet
29.5 – 34 SAND (SP) (Soil); light gray; wet
Switch to MC-5 at 30
ft bgs
Collect PLM sample
(32 to 33 ft bgs) – No
CCR detected
34 – 35 CLAY (CL) (Soil); dark gray; moist

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-054 Boring Date: 06/27/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,409.0 Easting: 2,305,445.3 Ground Surface Elevation: 15 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 3.5 SILT (ML) (CCR); gray/black; moist
3.5 – 5 SAND (SP) (Soil); light brown; moist
5 – 10 SAND (SP) (Soil); light brown/light gray; wet
Collect PLM sample
(6 to 7 ft bgs) -No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-055 Boring Date: 07/20/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,482.7 Easting: 2,305,345.6 Ground Surface Elevation: 15.2 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT with sand (ML) (CCR); gray/black; moist;
sand (Soil) layer at 4 ft bgs
5 – 15 SAND (SP) (Soil); white/brown/dark brown; wet
Collect PLM sample
(7 to 9 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-056 Boring Date: 07/21/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,470.6 Easting: 2,305,218.5 Ground Surface Elevation: 14.7 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5 – 10 Sandy SILT (ML) (CCR); gray; wet
10 – 15 SAND (SP) (Soil); brown; wet
Collect PLM sample
(12 to 13 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-057 Boring Date: 07/21/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,482.9 Easting: 2,305,154.4 Ground Surface Elevation: 15.1 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray; moist
5 – 11 Sandy SILT (ML) (CCR); gray/black; wet Switch to MC-5 at 10
ft bgs
11 – 15 SAND (SP) (Soil); brown; wet
Collect PLM sample
(13 to 14 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-058 Boring Date: 06/21/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,410.1 Easting: 2,306,397.1 Ground Surface Elevation: 28.4 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 15 Sandy SILT (ML) (CCR); gray/black; moist
15 – 17.5 Sandy SILT (ML) (CCR); gray/black; wet
17.5 – 25 SAND (SP) (Soil); light gray; wet
Collect PLM sample
(20 to 21 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-059 Boring Date: 07/21/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,490.9 Easting: 2,304,998.6 Ground Surface Elevation: 15.8 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray; moist MC-5 Sampling
5 – 12.5 Sandy SILT (ML) (CCR); gray/black; wet
12.5 – 19 SAND (SP) (Soil); light gray/brown; wet
Collect PLM sample
(15 to 16 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-060 Boring Date: 06/21/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,457.9 Easting: 2,306,260.7 Ground Surface Elevation: 34 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 17 SILT (ML) (CCR); dark gray; moist
17 – 25 SAND (SP) (Soil); light brown; wet
Collect PLM sample
(19 to 20 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-061 Boring Date: 06/21/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,498.4 Easting: 2,306,347.7 Ground Surface Elevation: 29 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 11 SILT (ML) (CCR); gray/black; moist
11 – 20 SAND (SP) (Soil); light brown; moist
Collect PLM sample
(13 to 14 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-062 Boring Date: 06/22/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,507.8 Easting: 2,306,028.0 Ground Surface Elevation: 15.8 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 0.5 SILT (ML) (CCR); dark gray; moist
0.5 – 5 SAND (SP) (Soil); light gray/brown; moist
Collect PLM sample
(3 to 4 ft bgs) – No
CCR detected
5 – 10 SAND (SP) (Soil); brown; wet

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-063 Boring Date: 06/26/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,509.0 Easting: 2,305,945.6 Ground Surface Elevation: 15.8 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 7 Silty SAND (SM) (CCR); gray/black; moist
7 – 12.5 Silty SAND (SM) (CCR); gray/black; wet; some
gravels 10 to 12.5 ft bgs
12.5 – 30 SILT (ML) (CCR); gray/black; wet
30 – 35 SAND (SP) (Soil); tan/light brown; wet; cohesive
soils at bottom 2’’
Switch to MC-5 at 30
ft bgs
Collect PLM sample
(32 to 33 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-064 Boring Date: 06/28/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,508.8 Easting: 2,305,845.5 Ground Surface Elevation: 15.4 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 Silty SAND (SM) (CCR); gray/black; moist
5 – 48 SILT (ML) (CCR); gray/black/brownish gray;
wet
48 – 48.5 CLAY (CL) (Soil); dark gray; moist; sand at
bottom
48.5 – 50 SAND (SP) (Soil); grayish tan; wet
50 – 55 Clayey SAND (SC) (Soil); gray; wet
Switch to MC-5 at 50
ft bgs
Collect PLM sample
(50 to 51 ft bgs) – 2%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-065 Boring Date: 07/07/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,509.0 Easting: 2,305,745.5 Ground Surface Elevation: 16.2 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5 – 54 SILT (ML) (CCR); gray/black; wet
54-60 SAND (SP) (Soil); brown; wet
Switch to MC-5 at 55
ft bgs
Collect PLM sample
(56 to 57 ft bgs) – 4%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-066 Boring Date: 06/28/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,509.1 Easting: 2,305,645.5 Ground Surface Elevation: 15.5 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 30 Direct Push with Plug Attached to Tip; No
Sampling
30 – 53 SILT (ML) (CCR); gray/greenish gray; wet; clay
at bottom
53 – 54 CLAY (CL) (Soil); dark gray; moist
54 – 55 SAND (SP) (Soil); grayish brown; wet; clay at
bottom
55 – 60 Clayey SAND (SC) (Soil); gray; wet; organics at
top 1 ft
Switch to MC-5 at 55
ft bgs
Collect PLM sample
(55 to 56 ft bgs) – 1%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-067 Boring Date: 06/27/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,509.0 Easting: 2,305,545.5 Ground Surface Elevation: 15.3 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 30 Direct Push with Plug Attached to Tip; No
Sampling
30 – 48 SILT (ML) (CCR); gray/greenish gray; wet; clay
at bottom
48 – 50 SAND (SP) (Soil); brown/gray; wet; trace coarse
sand and gravel
50 – 55 Clayey SAND (SC) (Soil); brown/gray; wet
Collect PLM sample
(50 to 51 ft bgs) – 8%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-068 Boring Date: 06/27/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,509.0 Easting: 2,305,445.5 Ground Surface Elevation: 15.2 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 20 Direct Push with Plug Attached to Tip; No
Sampling
20 – 37 SILT (ML) (CCR); greenish gray; wet
37 – 37.5 SAND (SP) (Soil); brown/gray; wet
37.5 – 38.5 CLAY (CL) (Soil); gray/orange; moist
38.5 – 40 SAND (SP) (Soil); orangish brown; wet
Collect PLM sample
(39 to 40 ft bgs) – No
CCR detected
40 – 45 SAND (SP) (Soil); brown; wet Switch to MC-5 at 40
ft bgs

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-069 Boring Date: 07/12/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,509.1 Easting: 2,305,345.5 Ground Surface Elevation: 15.1 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5 – 7 SILT (ML) (CCR); gray/black; wet
7 – 15 SAND (SP) (Soil); light brown/dark brown; wet
Collect PLM sample
(9 to 10 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-070 Boring Date: 07/12/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,508.9 Easting: 2,305,245.5 Ground Surface Elevation: 14.3 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist to wet
5 – 9 SILT (ML) (CCR); gray/black; wet
9 – 15 SAND (SP) (Soil); light brown; wet
Collect PLM sample
(11 to 12 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-071 Boring Date: 07/12/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,509.0 Easting: 2,305,145.6 Ground Surface Elevation: 14.9 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5 – 10 SILT (ML) (CCR); gray/black; wet
10 – 15 SAND (SP) (Soil); light brown to dark brown;
wet
Collect PLM sample
(12 to 13 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-072 Boring Date: 07/11/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,508.9 Easting: 2,305,045.5 Ground Surface Elevation: 14.9 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 10 SILT (ML) (CCR); gray/black; moist to wet
10 – 11 SILT (ML) (CCR); gray/black; wet
11 – 19 SAND (SP) (Soil); light brown to dark brown;
wet
Switch to MC-5 at 15
ft bgs
Collect PLM sample
(13 to 14 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-073 Boring Date: 07/21/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,525.0 Easting: 2,304,922.8 Ground Surface Elevation: 16.3 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray; moist MC-5 Sampling
5 – 13 SILT (ML) (CCR); gray/black; wet
13 – 19 SAND (SP) (Soil); brown/dark brown; wet
Collect PLM sample
(15 to 16 ft bgs) – 1%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-074 Boring Date: 07/21/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,565.7 Easting: 2,304,849.8 Ground Surface Elevation: 15.7 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray; moist MC-5 Sampling
5 – 13 SILT (ML) (CCR); gray/black; wet
13 – 19 SAND (SP) (Soil); brown; wet
Collect PLM sample
(15 to 16 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-075 Boring Date: 07/24/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,616.5 Easting: 2,304,788.7 Ground Surface Elevation: 16.0 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT with sand (ML) (CCR); gray/black; moist MC-5 Sampling
5 – 11.5 SILT with sand (ML) (CCR); gray/black; wet
11.5 – 18 SAND (SP) (Soil); light gray/dark brown; wet
Collect PLM sample
(14 to 15 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-076 Boring Date: 07/24/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,682.7 Easting: 2,304,633.1 Ground Surface Elevation: 16.0 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT with sand (ML) (CCR); gray/black; moist MC-5 Sampling
5 – 23.5 SILT with sand (ML) (CCR); gray/black; wet
23.5 – 30 Silty SAND (SM) (CCR and Soil);
gray/black/brown; wet
30 – 35 SAND (SP) (Soil); light gray/brown; wet
Collect PLM sample
(32 to 33 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-077 Boring Date: 06/29/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,609.0 Easting: 2,305,945.5 Ground Surface Elevation: 17.4 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 1 Silty SAND (SM) (CCR); gray; moist
1 – 10 SAND (SP) (Soil); tan/brown; moist
Collect PLM sample
(3 to 5 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-078 Boring Date: 06/29/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,609.0 Easting: 2,305,845.4 Ground Surface Elevation: 16.2 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 Silty SAND (SM) (CCR); gray/black; moist
5 – 40 Sandy SILT (ML) (CCR); gray/black; wet; sand
at bottom 3”
40 – 45 SAND (SP) (Soil); gray; wet
Switch to MC-5 at 40
ft bgs
Collect PLM sample
(42 to 43 ft bgs) – 39%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-079 Boring Date: 07/07/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,609.0 Easting: 2,305,745.5 Ground Surface Elevation: 15.7 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 35 Direct Push with Plug Attached to Tip; No
Sampling
35 – 48.8 SILT (ML) (CCR); gray/greenish gray; wet
48.8 – 50 CLAY with some sand (CL) (Soil); dark gray;
moist to wet
50-55
SAND (SP) (Soil); light gray; wet
Switch to MC-5 at 50
ft bgs
Collect PLM sample
(51 to 52 ft bgs) – 1%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-080 Boring Date: 07/07/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,609.0 Easting: 2,305,645.4 Ground Surface Elevation: 15.8 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 30 Direct Push with Plug Attached to Tip; No
Sampling
30 – 54 SILT (ML) (CCR); gray/greenish gray; wet
54 – 55 Sandy CLAY (CL) (Soil); gray; wet
55-60 SAND (SP) (Soil); light gray; wet
Switch to MC-5 at 55
ft bgs
Collect PLM sample
(56 to 57 ft bgs) – 1%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-081 Boring Date: 06/27/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,609.0 Easting: 2,305,545.6 Ground Surface Elevation: 15.8 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 30 Direct Push with Plug Attached to Tip; No
Sampling
30 – 53 SILT (ML) (CCR); gray/black/greenish gray;
wet; clay at bottom
53 – 60 Clayey SAND (SC) (Soil); gray; wet
Switch to MC-5 at 55
ft bgs
Collect PLM sample
(55 to 56 ft bgs) – 1%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-082 Boring Date: 07/12/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,609.0 Easting: 2,305,445.5 Ground Surface Elevation: 15.3 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5 – 45 SILT (ML) (CCR); gray/black; wet
45 – 50 SAND (SP) (Soil); brown; wet
Collect PLM sample
(47 to 48 ft bgs) – 35%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-083 Boring Date: 07/12/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,608.9 Easting: 2,305,345.5 Ground Surface Elevation: 15.3 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5 – 15 SILT (ML) (CCR); gray/black; wet
15 – 20 SAND (SP) (Soil); brown; wet
Collect PLM sample
(17 to 18 ft bgs) – 1%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-084 Boring Date: 07/12/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,609.0 Easting: 2,305,245.5 Ground Surface Elevation: 15.5 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5 – 10 SILT (ML) (CCR); gray/black; wet
10 – 15 SAND (SP) (Soil); light brown to dark brown;
wet
Collect PLM sample
(12 to 13 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-085 Boring Date: 07/25/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,609.0 Easting: 2,305,145.4 Ground Surface Elevation: 15.3 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5 – 12 SILT with sand (ML) (CCR); gray/black; wet
12 – 20 SAND (SP) (Soil); brown/light gray/dark brown;
wet
Collect PLM sample
(14 to 15 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-086 Boring Date: 07/12/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,608.9 Easting: 2,305,045.5 Ground Surface Elevation: 15.3 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist to wet
5 – 10 SILT (ML) (CCR); gray/black; wet
10 – 15 SAND (SP) (Soil); light brown; wet
Collect PLM sample
(12 to 13 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-087 Boring Date: 07/11/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,608.9 Easting: 2,304,945.5 Ground Surface Elevation: 15.6 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5 – 10 SILT (ML) (CCR); gray/black; wet
10 – 15 SAND (SP) (Soil); gray/brown; wet
Collect PLM sample
(12 to 13 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-088 Boring Date: 07/24/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,609.0 Easting: 2,304,845.4 Ground Surface Elevation: 14.5 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist MC-5 Sampling
5 – 15 SILT (ML) (CCR); gray/black; wet
15 – 20 SAND (SP) (Soil); brown; wet
Collect PLM sample
(17 to 18 ft bgs) – 1%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-089 Boring Date: 07/24/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,639.4 Easting: 2,304,744.9 Ground Surface Elevation: 15.9 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT with sand (ML) (CCR); gray/black; moist MC-5 Sampling
5 – 12 SILT with sand (ML) (CCR); gray/black; wet
12 – 18 SAND (SP) (Soil); light gray/brown; wet
Collect PLM sample
(14 to 15 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-090 Boring Date: 07/24/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,669.8 Easting: 2,304,687.8 Ground Surface Elevation: 15.4 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 2.5 SILT with sand (ML) (CCR); gray/black; moist MC-5 Sampling
2.5 – 18 SILT with sand (ML) (CCR); gray/black; wet
18 – 25 SAND (SP) (Soil); light gray/brown; wet
Collect PLM sample
(20 to 21 ft bgs) – 1%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-091 Boring Date: 07/24/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,643.9 Easting: 2,304,469.7 Ground Surface Elevation: 15.7 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 4 SILT with sand (ML) (CCR); gray/black; moist MC-5 Sampling
4 – 13 SILT with sand (ML) (CCR); gray/black; wet
13 – 19 SAND (SP) (Soil); light gray/brown/dark brown;
wet
Collect PLM sample
(15 to 16 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: A. Greune
Borehole ID: GB-092 Boring Date: 06/29/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,662.2 Easting: 2,305,884.2 Ground Surface Elevation: 16.4 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray; moist
5 – 10 SAND (SP) (Soil); gray/tan; moist
Collect PLM sample
(7 to 8 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: A. Greune
Borehole ID: GB-093 Boring Date: 06/29/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,708.9 Easting: 2,305,845.5 Ground Surface Elevation: 15.3 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SAND (SP) (Soil); tan; moist
Collect PLM sample
(2.5 to 3.5 ft bgs) – No
CCR detected
5 – 10 SAND (SP) (Soil); gray/tan; moist

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-094 Boring Date: 06/29/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,708.9 Easting: 2,305,745.5 Ground Surface Elevation: 15.4 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 Silty SAND (SM) (CCR); gray/black; moist
5 – 43.5 Sandy SILT (ML) (CCR); gray/black/brownish
gray; wet
43.5 – 50 SAND (SP) (Soil); tan; wet
Switch to MC-5 at 45
ft bgs
Collect PLM sample
(46 to 47 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-095 Boring Date: 07/06/17 to 07/07/17 Rig: Geoprobe 7822DT (S/N:
Z10989T7822)
Northing: 198,709.0 Easting: 2,305,645.5 Ground Surface Elevation: 15.4 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist to wet
5 – 53.8 SILT (ML) (CCR); gray/black/greenish gray; wet
53.8 – 55 CLAY (CL) (Soil); dark gray; moist
55-60 Clayey SAND (SC) (Soil); gray; wet
Switch to MC-5 at 55
ft bgs
Collect PLM sample
(56 to 57 ft bgs) – 1%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-096 Boring Date: 07/20/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,709.0 Easting: 2,305,545.5 Ground Surface Elevation: 15.5 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 Sandy SILT (ML) (CCR); gray; moist
5 – 53.5 SILT (ML) (CCR); gray/black/greenish gray; wet
53.5 – 54 CLAY (CL) (Soil); dark gray; wet
54 – 59 Clayey SAND (SC) (Soil); gray; wet
Switch to MC-5 at 55
ft bgs
Collect PLM sample
(56 to 57 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-097 Boring Date: 07/20/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,708.9 Easting: 2,305,445.5 Ground Surface Elevation: 15.7 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 Sandy SILT (ML) (CCR); gray; moist to wet
5 – 44.5 SILT (ML) (CCR); gray/black/greenish gray; wet
44.5 – 45 CLAY (CL) (Soil); brown/gray; wet
45 – 50 SAND (SP) (Soil); brown; wet
Switch to MC-5 at 45
ft bgs
Collect PLM sample
(46.5 to 47.5 ft bgs) –
No CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-098 Boring Date: 07/12/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,709.0 Easting: 2,305,345.6 Ground Surface Elevation: 15.2 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 8.8 SILT (ML) (CCR); gray/black; moist
8.8 – 15 SAND (SP) (Soil); light brown to dark brown;
wet
Collect PLM sample
(11 to 12 ft bgs) – 1%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-099 Boring Date: 07/12/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,708.9 Easting: 2,305,245.5 Ground Surface Elevation: 15.4 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5 – 10 SILT (ML) (CCR); gray/black; wet
10 – 15 SAND (SP) (Soil); light brown; wet
Collect PLM sample
(12 to 13 ft bgs) – 1%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-100 Boring Date: 07/12/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,709.0 Easting: 2,305,145.5 Ground Surface Elevation: 14.7 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5 – 8 SILT (ML) (CCR); gray/black; wet
8 – 15 SAND (SP) (Soil); light brown to dark brown;
wet
Collect PLM sample
(10 to 11 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-101 Boring Date: 07/11/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,709.0 Easting: 2,305,045.6 Ground Surface Elevation: 16.0 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5 – 9.7 SILT (ML) (CCR); gray/black; wet
9.7 – 15 SAND (SP) (Soil); light brown/brown; wet
Switch to MC-5 at 10
ft bgs
Collect PLM sample
(12 to 13 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-102 Boring Date: 07/11/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,709.0 Easting: 2,304,945.5 Ground Surface Elevation: 15.7 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist to wet
5 – 9.5 SILT (ML) (CCR); gray/black; wet
9.5 – 15 SAND (SP) (Soil); light brown/brown; wet
Switch to MC-5 at 10
ft bgs
Collect PLM sample
(11.5 to 12.5 ft bgs) –
No CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-103 Boring Date: 07/13/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,709.0 Easting: 2,304,845.5 Ground Surface Elevation: 15.8 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist to wet
5 – 14.5 SILT (ML) (CCR); gray/black; wet
14.5 – 20 SAND (SP) (Soil); light gray; wet
Collect PLM sample
(17 to 18 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-104 Boring Date: 07/13/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,708.9 Easting: 2,304,745.5 Ground Surface Elevation: 15.7 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist to wet
5 – 20 SILT (ML) (CCR); gray/black; wet Sand observed at 20 ft
bgs
20 – 25 SAND (SP) (Soil); light gray; wet
Collect PLM sample
(22 to 23 ft bgs) – 1%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-105 Boring Date: 07/13/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,709.0 Easting: 2,304,645.5 Ground Surface Elevation: 16.1 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5 – 24.8 SILT (ML) (CCR); gray/black; wet
24.8 – 29 SAND (SP) (Soil); light gray; wet
Switch to MC-5 at 25
ft bgs
Collect PLM sample
(27 to 28 ft bgs) – 1%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-106 Boring Date: 07/13/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,713.8 Easting: 2,304,527.1 Ground Surface Elevation: 15.8 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist to wet
5 – 13.2 SILT (ML) (CCR); gray/black; wet
13.2 – 20 SAND (SP) (Soil); light brown/gray/dark brown;
wet
Switch to MC-5 at 15
ft bgs
Collect PLM sample
(15.5 to 16.5 ft bgs) –
No CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-107 Boring Date: 07/25/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,779.4 Easting: 2,304,345.0 Ground Surface Elevation: 19.1 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT with sand (ML) (CCR); gray/black; moist
5 – 17.5 SILT with sand (ML) (CCR); gray/black; wet Switch to MC-5 at 15
ft bgs
17.5 – 25 SAND (SP) (Soil); light gray/brown; wet
Collect PLM sample
(20 to 21 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-108 Boring Date: 07/13/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,709.0 Easting: 2,304,445.5 Ground Surface Elevation: 16.8 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist to wet
5 – 14.9 SILT (ML) (CCR); gray/black; wet
14.9 – 20 SAND (SP) (Soil); light brown/gray; wet
Collect PLM sample
(17 to 18 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-109 Boring Date: 07/25/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,825.4 Easting: 2,304,272.1 Ground Surface Elevation: 17.8 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 10 SILT with sand (ML) (CCR); gray/black; moist
10 – 18 SILT (ML) (CCR); gray/black; wet
Organics (Wood)
between 12 to 18 ft
bgs
18 – 25 SAND (SP) (Soil); light gray/brown/dark brown;
wet
Switch to MC-5 at 20
ft bgs
Collect PLM sample
(20 to 21 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: A. Greune
Borehole ID: GB-110 Boring Date: 06/29/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,808.3 Easting: 2,305,792.1 Ground Surface Elevation: 17.2 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 1.5 SILT (ML) (CCR); gray; moist
1.5 – 10 SAND (SP) (Soil); gray/tan; moist
Collect PLM sample
(3.5 to 5 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: A. Greune
Borehole ID: GB-111 Boring Date: 06/29/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,809.0 Easting: 2,305,745.5 Ground Surface Elevation: 15.8 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray; moist to wet
5 – 16 SILT (ML) (CCR); gray; wet
16 – 20 SAND (SP) (Soil); tan; wet
Collect PLM sample
(18 to 19 ft bgs) – 1%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-112 Boring Date: 06/29/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,809.0 Easting: 2,305,645.5 Ground Surface Elevation: 15.4 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 Silty SAND (SM) (CCR); gray/black; moist
5 – 44.5 Sandy SILT (ML) (CCR); gray/black/brownish
gray; wet; clay at bottom 2”
44.5 – 50 SAND (SP) (Soil); tan/grayish tan; wet
Switch to MC-5 at 45
ft bgs
Collect PLM sample
(47 to 48 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-113 Boring Date: 07/19/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,809.0 Easting: 2,305,545.5 Ground Surface Elevation: 14.7 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 Sandy SILT (ML) (CCR); gray/black; moist
5 – 50 SILT (ML) (CCR); gray/greenish gray; wet
50 – 54 Clayey SAND (SC) (Soil); gray; wet
Switch to MC-5 at 50
ft bgs
Collect PLM sample
(52 to 53 ft bgs) – 2%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-114 Boring Date: 07/19/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,808.9 Easting: 2,305,445.5 Ground Surface Elevation: 16.3 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 Sandy SILT (ML) (CCR); gray/black; moist to
wet
5 – 40 SILT (ML) (CCR); gray/greenish gray/black; wet
40 – 45 SAND (SP) (Soil); light brown; wet
Switch to MC-5 at 40
ft bgs
Collect PLM sample
(42 to 43 ft bgs) – 1%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-115 Boring Date: 07/07/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,809.0 Easting: 2,305,345.5 Ground Surface Elevation: 15.2 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5 – 17.5 SILT (ML) (CCR); gray/black; wet
17.5 – 25 SAND (SP) (Soil); brown; moist
Switch to MC-5 at 20
ft bgs
Collect PLM sample
(20 to 21 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-116 Boring Date: 07/07/17 and 07/10/17 Rig: Geoprobe 7822DT (S/N:
Z10989T7822)
Northing: 198,809.0 Easting: 2,305,245.5 Ground Surface Elevation: 15.8 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5-15 SILT (ML) (CCR); gray/black; wet; sandier at 14
ft bgs
15 – 20 SAND (SP) (Soil); light gray; wet
Switch to MC-5 at 15
ft bgs
Collect PLM sample
(17 to 18 ft bgs) – 4%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-117 Boring Date: 07/10/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,809.0 Easting: 2,305,145.5 Ground Surface Elevation: 15.1 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist to wet;
trace organics (wood)
5-15 SILT (ML) (CCR); gray/black; wet; sandier at 14
ft bgs
15 – 19 SAND (SP) (Soil); light gray; wet
Switch to MC-5 at 15
ft bgs
Collect PLM sample
(17 to 18 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-118 Boring Date: 07/10/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,809.0 Easting: 2,305,045.5 Ground Surface Elevation: 16.2 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist to wet
5-28.5 SILT (ML) (CCR); gray/black; wet
28.5 – 34 SAND (SP) (Soil); light gray; wet
Switch to MC-5 at 30
ft bgs
Collect PLM sample
(31 to 32 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-119 Boring Date: 07/10/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,808.9 Easting: 2,304,945.5 Ground Surface Elevation: 16.0 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist to wet
5 – 32.8 SILT (ML) (CCR); gray; wet
32.8 – 33.3 SAND (SP) (Soil); light gray; wet
33.3 – 38.5 CLAY (CL) (Soil); orange to dark gray; moist
Collect PLM sample
(35 to 36 ft bgs) – 10%
CCR
38.5 – 40 SAND (SP) (Soil); orangish brown; wet

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-120 Boring Date: 07/11/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,808.9 Easting: 2,304,845.5 Ground Surface Elevation: 15.3 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 38 SILT (ML) (CCR); gray/greenish gray/black; wet
38-40 Sandy CLAY (CL) (Soil); dark gray; moist to wet
40-45 Clayey SAND (SC) (Soil); dark gray; wet
Collect PLM sample
(40 to 42 ft bgs) – 26%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-121 Boring Date: 07/13/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,809.0 Easting: 2,304,745.5 Ground Surface Elevation: 15.9 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5 – 29.5 SILT (ML) (CCR); gray/black; wet
29.5 – 35 SAND (SP) (Soil); brown/gray; wet
Collect PLM sample
(31.5 to 32.5 ft bgs) –
25% CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-122 Boring Date: 07/13/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,809.0 Easting: 2,304,645.5 Ground Surface Elevation: 15.9 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 4.8 SILT (ML) (CCR); gray/black; moist
4.8 – 8 SAND (SP) (Soil); light brown; moist
8 – 11.5 SILT (ML) (CCR); gray/black; wet
11.5 – 18 SAND (SP) (Soil); light brown/gray/dark brown;
wet
Switch to MC-5 at 15
ft bgs
Collect PLM sample
(13.5 to 14.5 ft bgs) –
No CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-123 Boring Date: 07/13/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,808.9 Easting: 2,304,545.5 Ground Surface Elevation: 15.8 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5 – 12.9 SILT (ML) (CCR); gray/black; wet
12.9 – 19 SAND (SP) (Soil); brown/gray; wet
Switch to MC-5 at 15
ft bgs
Collect PLM sample
(15 to 16 ft bgs) – 4%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-124 Boring Date: 07/13/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,808.9 Easting: 2,304,445.5 Ground Surface Elevation: 15.9 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist to wet
5 – 13.5 SILT (ML) (CCR); gray/black; wet
13.5 – 19 SAND (SP) (Soil); light brown/gray/dark brown;
wet
Switch to MC-5 at 15
ft bgs
Collect PLM sample
(15.5 to 16.5 ft bgs) –
14% CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-125 Boring Date: 07/19/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,809.0 Easting: 2,304,357.0 Ground Surface Elevation: 20.5 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 8 SILT (ML) (CCR); gray; moist
8 – 18 Sandy SILT (ML) (CCR); gray/black; wet
18 – 25 SAND (SP) (Soil); brown; wet
Switch to MC-5 at 20
ft bgs
Collect PLM sample
(20 to 21 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-126 Boring Date: 07/25/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,852.0 Easting: 2,304,246.0 Ground Surface Elevation: 17.3 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 7 SILT with sand (ML) (CCR); gray/black; moist
7 – 17 SILT with sand (ML) (CCR); gray/black; wet
Organics (Wood)
between 12 to 18 ft
bgs
17 – 24 SAND (SP) (Soil); brown; wet
Switch to MC-5 at 20
ft bgs
Collect PLM sample
(19 to 20 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-127 Boring Date: 07/21/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,837.0 Easting: 2,304,167.5 Ground Surface Elevation: 16.4 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5.5 SILT (ML) (CCR); gray/black; moist to wet
5.5 – 9.2 SAND (SP) (Soil); light brown; wet
9.2 – 15 SILT (ML) (CCR); gray/black; wet
15 – 20 SAND (SP) (Soil); gray/dark brown; wet
Collect PLM sample
(17 to 18 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: A. Greune
Borehole ID: GB-128 Boring Date: 06/29/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,904.6 Easting: 2,305,642.2 Ground Surface Elevation: 15.8 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 Sandy SILT (ML) (CCR); gray/black; moist
5 – 33.5 SILT (ML) (CCR); gray/brown; wet Switch to MC-5 at 30
ft bgs
33.5 – 40 SAND (SP) (Soil); brown/gray; wet
Collect PLM sample
(36 to 37 ft bgs) – 19%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: A. Greune
Borehole ID: GB-129 Boring Date: 06/29/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,903.3 Easting: 2,305,575.2 Ground Surface Elevation: 15.2 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 Sandy SILT (ML) (CCR); gray; moist
5 – 15 Sandy SILT (ML) (CCR); gray; wet
15 – 44.5 SILT (ML) (CCR); gray; wet
44.5 – 50 SAND (SP) (Soil); beige; wet
Switch to MC-5 at 45
ft bgs
Collect PLM sample
(47 to 48 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-130 Boring Date: 07/25/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,909.0 Easting: 2,305,445.4 Ground Surface Elevation: 15.4 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5 – 44 SILT (ML) (CCR); gray; wet
44 – 44.5 CLAY (CL) (Soil); dark gray; wet
44.5 - 45 Silty SAND (SM) (Soil and CCR); gray/brown;
wet
45 – 50 SAND (SP) (Soil); brown; wet
Switch to MC-5 at 45
ft bgs
Collect PLM sample
(47 to 48 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-131 Boring Date: 06/26/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,909.2 Easting: 2,305,345.3 Ground Surface Elevation: 15.7 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist; sandy soil
at top 4”
5 – 10 SILT with sand (ML) (CCR and Soil);
gray/black; moist to wet
10 – 48.5 SILT (ML) (CCR); gray/black/greenish gray;
wet; sandy soil at top 6”
48.5 – 49.5 CLAY (CL) (Soil); dark gray; moist
49.5 – 55 SAND (SP) (Soil); brown; wet; clayey sand at
bottom 8”
Switch to MC-5 at 50
ft bgs
Collect PLM sample
(51 to 52 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-132 Boring Date: 06/26/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,909.0 Easting: 2,305,245.5 Ground Surface Elevation: 15.6 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist to wet
5 – 48.5 SILT (ML) (CCR); gray/black/greenish gray; wet
48.5 – 49.5 CLAY (CL) (Soil); dark gray; moist
49.5 – 50 SAND (SP) (Soil); brown; wet
50 – 55 Clayey SAND (SC) (Soil); gray; wet
Switch to MC-5 at 50
ft bgs
Collect PLM sample
(51 to 52 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-133 Boring Date: 07/11/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,909.0 Easting: 2,305,145.5 Ground Surface Elevation: 15.5 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 10 SILT (ML) (CCR); gray/black; moist to wet
10 – 53.5 SILT (ML) (CCR); gray/black; wet
53.5 – 55 SAND (SP) (Soil); light brown/gray; wet
55 – 59 Clayey SAND (SC) (Soil); gray; wet
Switch to MC-5 at 55
ft bgs
Collect PLM sample
(55.5 to 56.5 ft bgs) –
2% CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-134 Boring Date: 07/11/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,909.0 Easting: 2,305,045.5 Ground Surface Elevation: 16.0 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 30 Direct Push with Plug Attached to Tip; No
Sampling
30 – 55 SILT (ML) (CCR); greenish gray/gray; wet
55 – 59 Clayey SAND (SC) (Soil); light gray; wet
Switch to MC-5 at 55
ft bgs
Collect PLM sample
(57 to 58 ft bgs) – 3%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-135 Boring Date: 07/11/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,908.9 Easting: 2,304,945.5 Ground Surface Elevation: 16.1 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/greenish gray/black;
moist to wet
5 – 54 SILT (ML) (CCR); greenish gray/gray; wet
54 – 54.6 CLAY (CL) (Soil); dark gray; wet
54.6 - 55 SAND (SP) (Soil); light gray; wet
55 – 59 Clayey SAND (SC) (Soil); gray; wet
Switch to MC-5 at 55
ft bgs
Collect PLM sample
(56 to 57 ft bgs) – 8%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-136 Boring Date: 06/27/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,909.0 Easting: 2,304,845.4 Ground Surface Elevation: 15.2 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist to wet
5 – 39.5 SILT (ML) (CCR); gray/black/greenish gray; wet
39.5 – 40 CLAY (CL) (Soil); dark gray; moist
40 – 45 SAND (SP) (Soil); brown; wet; 5” of clay at 44 ft
bgs
Switch to MC-5 at 40
ft bgs
Collect PLM sample
(42 to 43 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-137 Boring Date: 07/13/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,909.0 Easting: 2,304,745.5 Ground Surface Elevation: 15.5 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5 – 10 SILT (ML) (CCR); gray/black; wet
10 – 15 SAND (SP) (Soil); light brown/gray; wet
Collect PLM sample
(12 to 13 ft bgs) – 5%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-138 Boring Date: 07/14/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,908.9 Easting: 2,304,645.5 Ground Surface Elevation: 16.2 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5 – 12 SILT (ML) (CCR); gray/black; wet
12 – 19 SAND (SP) (Soil); brown/gray; wet
Switch to MC-5 at 15
ft bgs
Collect PLM sample
(14 to 15 ft bgs) – 1%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-139 Boring Date: 07/14/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,908.9 Easting: 2,304,545.5 Ground Surface Elevation: 15.6 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5 – 14.2 SILT (ML) (CCR); gray/black; wet
14.2 – 19 SAND (SP) (Soil); brown/gray; wet
Switch to MC-5 at 15
ft bgs
Collect PLM sample
(16.5 to 17.5 ft bgs) –
No CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-140 Boring Date: 07/14/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,909.0 Easting: 2,304,445.5 Ground Surface Elevation: 16.2 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5 – 16 SILT (ML) (CCR); gray/black; wet
16 – 24 SAND (SP) (Soil); brown/gray/light brown; wet
Switch to MC-5 at 20
ft bgs
Collect PLM sample
(18 to 19 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-141 Boring Date: 07/19/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 198,908.9 Easting: 2,304,345.5 Ground Surface Elevation: 19.3 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 10 Sandy SILT (ML) (CCR); gray; moist
10 – 19 SILT (ML) (CCR); gray/black; wet
19 – 25 SAND (SP) (Soil); grayish brown/brown; wet
Switch to MC-5 at 20
ft bgs
Collect PLM sample
(21 to 22 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-142 Boring Date: 07/21/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,909.0 Easting: 2,304,245.6 Ground Surface Elevation: 16.3 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5 – 14.2 SILT (ML) (CCR); gray/black; wet
14.2 – 19 SAND (SP) (Soil); gray/brown; wet
Collect PLM sample
(16.5 to 17.5 ft bgs) –
1% CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-143 Boring Date: 07/20/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,909.0 Easting: 2,304,145.6 Ground Surface Elevation: 15.9 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 4.5 SILT (ML) (CCR); gray/black; moist to wet
4.5 – 10 SAND (SP) (Soil); gray/brown; wet
Collect PLM sample
(6.5 to 7.5 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-144 Boring Date: 07/06/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,909.6 Easting: 2,305,716.8 Ground Surface Elevation: 18.8 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist to wet
5 – 9 SILT (ML) (CCR); gray; wet
9-15 SAND (SP) (Soil); brown; wet
Collect PLM sample
(11 to 12 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: A. Greune
Borehole ID: GB-145 Boring Date: 06/29/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,008.9 Easting: 2,305,601.0 Ground Surface Elevation: 16.9 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 1 SILT (ML) (CCR); gray; moist
1 – 10 SAND (SP) (Soil); white/tan/orange; moist
Collect PLM sample
(5 to 6 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: A. Greune
Borehole ID: GB-146 Boring Date: 06/29/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,009.0 Easting: 2,305,545.5 Ground Surface Elevation: 16.5 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 18 SILT (ML) (CCR); gray/black; wet Switch to MC-5 at 15
ft bgs
18 – 25 SAND (SP) (Soil); tan; wet
Collect PLM sample
(20 to 21 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: A. Greune
Borehole ID: GB-147 Boring Date: 06/30/17 and 7/6/17 Rig: Geoprobe 7822DT (S/N:
Z10989T7822)
Northing: 199,009.0 Easting: 2,305,445.5 Ground Surface Elevation: 15.4 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 4 SILT (ML) (CCR); gray/black; moist
4 – 39 SILT (ML) (CCR); gray/dark gray; wet
39 – 45 SAND (SP) (Soil); light brown; wet
Switch to MC-5 at 40
ft bgs
Collect PLM sample
(41 to 42 ft bgs) – 1%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-148 Boring Date: 07/11/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 199,009.0 Easting: 2,305,345.6 Ground Surface Elevation: 15.4 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5 – 52.8 SILT (ML) (CCR); gray/black; wet
52.8 – 54 SAND (SP) (Soil); light brown; wet
54 – 57 Clayey SAND (SC) (Soil); gray; wet
Switch to MC-5 at 55
ft bgs
Collect PLM sample
(55 to 56 ft bgs) – 1%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-149 Boring Date: 06/26/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 199,009.0 Easting: 2,305,245.5 Ground Surface Elevation: 14.5 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5 – 50 SILT (ML) (CCR); gray/black/greenish gray;
wet; clay at bottom
50 – 52 CLAY (CL) (Soil); dark gray; moist
52 – 53 SAND (SP) (Soil); brown/gray; wet
Collect PLM sample
(52 to 53 ft bgs) – 1%
CCR
53 – 55 Clayey SAND (SC) (Soil); dark gray; wet

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-150 Boring Date: 07/12/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,009.0 Easting: 2,305,145.5 Ground Surface Elevation: 15.1 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 40 Direct Push with Plug Attached to Tip; No
Sampling
40 – 52 SILT (ML) (CCR); greenish gray/gray; wet
52 – 52.75 CLAY (CL) (Soil); dark gray; moist
52.75 – 60 Clayey SAND (SC) (Soil); gray; wet
Collect PLM sample
(54 to 55 ft bgs) – 3%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-151/GB-151A Boring Date: 07/12/17 to 07/12/17
Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,008.9 Easting: 2,305,045.4 Ground Surface Elevation: 16.3 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 52 Direct Push with Plug Attached to Tip; No
Sampling
52 – 53.7 SILT (ML) (CCR); gray; wet
Heave was observed
approximately 54 ft
bgs. GB-151A was
advanced at the
location within a few
feet from GB-151.
Switch to MC-5 at 52
ft bgs
53.7 – 55 CLAY (CL) (Soil); dark gray; moist
55 – 59 Clayey SAND (SC) (Soil); gray; wet
Collect PLM sample
(56 to 57 ft bgs) – 2%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-152 Boring Date: 07/17/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 199,009.0 Easting: 2,304,945.5 Ground Surface Elevation: 15.3 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5 – 44 SILT (ML) (CCR); gray/greenish gray; wet
44 – 50 SAND (SP) (Soil); light gray/light brown; wet
Switch to MC-5 at 45
ft bgs
Collect PLM sample
(46 to 47 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-153 Boring Date: 07/14/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 199,009.0 Easting: 2,304,845.5 Ground Surface Elevation: 15.5 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist to wet
5 – 10 SILT (ML) (CCR); gray/black; wet
10 – 19 SAND (SP) (Soil); brown/gray; wet
Switch to MC-5 at 15
ft bgs
Collect PLM sample
(12 to 13 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-154 Boring Date: 07/14/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 199,009.0 Easting: 2,304,745.5 Ground Surface Elevation: 15.9 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5 – 11 SILT (ML) (CCR); gray/black; wet
11 – 19 SAND (SP) (Soil); brown to dark brown; wet
Switch to MC-5 at 15
ft bgs
Collect PLM sample
(13 to 14 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-155 Boring Date: 07/14/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 199,009.0 Easting: 2,304,645.5 Ground Surface Elevation: 15.4 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5 – 12 SILT (ML) (CCR); gray/black; wet
12 – 20 SAND (SP) (Soil); light brown to dark brown;
wet
Collect PLM sample
(14 to 15 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-156 Boring Date: 07/14/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 199,009.0 Easting: 2,304,545.5 Ground Surface Elevation: 16.0 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist to wet
5 – 14 SILT (ML) (CCR); gray/black; wet
14 – 20 SAND (SP) (Soil); brown/gray; wet
Collect PLM sample
(16 to 17 ft bgs) – 4%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-157 Boring Date: 07/14/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 199,009.0 Easting: 2,304,445.5 Ground Surface Elevation: 16.5 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5 – 15 SILT (ML) (CCR); gray/black; wet
15 – 20 SAND (SP) (Soil); dark brown/gray; wet
Collect PLM sample
(17 to 18 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-158 Boring Date: 07/20/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,959.5 Easting: 2,304,248.7 Ground Surface Elevation: 16.2 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist to wet
5 – 11.8 SILT (ML) (CCR); gray/black; wet
11.8 – 20 SAND (SP) (Soil); gray/brown; wet
Collect PLM sample
(14 to 15 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-159 Boring Date: 07/18/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 199,009.0 Easting: 2,304,345.5 Ground Surface Elevation: 18.5 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 10 Sandy SILT (ML) (CCR); gray; moist
10 – 15.5 Sandy SILT (ML) (CCR); gray/black; wet Switch to MC-5 at 15
ft bgs
15.5 – 20 SAND (SP) (Soil); brown; wet
Collect PLM sample
(17.5 to 18.5 ft bgs) –
4% CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-160 Boring Date: 07/20/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 198,956.8 Easting: 2,304,169.4 Ground Surface Elevation: 15.8 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist to wet
5 – 13.2 SILT (ML) (CCR); gray/black; wet
13.2 – 20 SAND (SP) (Soil); gray/brown; wet
Collect PLM sample
(15.5 to 16.5 ft bgs) –
No CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-161 Boring Date: 06/30/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 199,107.9 Easting: 2,305,495.2 Ground Surface Elevation: 17.7 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 1 Sandy SILT (ML) (CCR); gray; moist
1 – 10 SAND (SP) (Soil); yellowish brown/tan; moist
Collect PLM sample
(3 to 5 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: A. Greune
Borehole ID: GB-162 Boring Date: 06/30/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,108.9 Easting: 2,305,445.5 Ground Surface Elevation: 16.1 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 Sandy SILT (ML) (CCR); gray/tan; moist; Sand
at bottom
5 – 10 SAND (SP) (Soil); brown/tan; moist
Collect PLM sample
(7 to 8 ft bgs) – 1%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-163 Boring Date: 07/10/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 199,108.9 Easting: 2,305,345.5 Ground Surface Elevation: 16.1 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5 – 34.9 SILT (ML) (CCR); gray/black; wet
34.9 – 40 SAND (SP) (Soil); gray to light brown; wet
Switch to MC-5 at 35
ft bgs
Collect PLM sample
(37 to 38 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-164 Boring Date: 07/10/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 199,109.0 Easting: 2,305,245.5 Ground Surface Elevation: 15.7 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5 – 45 SILT (ML) (CCR); gray/black; wet
45 – 50 SAND (SP) (Soil); gray to light brown; wet
Collect PLM sample
(47 to 48 ft bgs) – 24%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-165 Boring Date: 07/12/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,109.0 Easting: 2,305,145.5 Ground Surface Elevation: 15.6 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 35 Direct Push with Plug Attached to Tip; No
Sampling
35 – 53.5 SILT (ML) (CCR); greenish gray/gray; wet
53.5 – 54.6 CLAY (CL) (Soil); dark gray; moist
54.6 – 55 SAND (SP) (Soil); light gray; wet
55 – 58 Clayey SAND (SC) (Soil); gray; wet
Switch to MC-5 at 55
ft bgs
Collect PLM sample
(56 to 57 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-166 Boring Date: 07/17/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 199,109.0 Easting: 2,305,045.5 Ground Surface Elevation: 15.8 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 3 SILT (ML) (CCR); gray/black; moist
3 – 48.5 SILT (ML) (CCR); gray/greenish gray; wet Switch to MC-5 at 45
ft bgs
48.5 – 48.8 CLAY (CL) (Soil); dark gray; wet
48.8 – 53.5 SAND (SP) (Soil); light gray; wet
Collect PLM sample
(51 to 52 ft bgs) – No
CCR detected
53.5 – 54 Clayey SAND (SC) (Soil); gray; wet

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-167 Boring Date: 07/17/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 199,108.9 Easting: 2,304,945.4 Ground Surface Elevation: 15.1 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray; moist
5 – 12.5 SILT (ML) (CCR); gray; wet
12.5 – 18 SAND (SP) (Soil); brown; wet
Switch to MC-5 at 15
ft bgs
Collect PLM sample
(15 to 16 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-168 Boring Date: 07/17/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 199,109.0 Easting: 2,304,845.5 Ground Surface Elevation: 15.6 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5 – 10 SILT (ML) (CCR); gray/black; wet
10 – 20 SAND (SP) (Soil); white/brown; wet
Switch to MC-5 at 15
ft bgs
Collect PLM sample
(12.5 to 15 ft bgs) –
No CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-169 Boring Date: 07/17/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 199,108.9 Easting: 2,304,745.5 Ground Surface Elevation: 17.5 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 8 SILT (ML) (CCR); gray/black; moist
8 – 13 SILT (ML) (CCR); gray/black; wet
13 – 20 SAND (SP) (Soil); brown/dark brown; wet
Switch to MC-5 at 15
ft bgs
Collect PLM sample
(15 to 16 ft bgs) – 27%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-170 Boring Date: 07/18/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 199,108.9 Easting: 2,304,645.5 Ground Surface Elevation: 16.3 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray; moist to wet
5 – 13 SILT (ML) (CCR); gray; wet
13 – 20 SAND (SP) (Soil); brown/dark brown; wet
Collect PLM sample
(15 to 16 ft bgs) – 3%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-171 Boring Date: 07/18/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 199,109.0 Easting: 2,304,545.5 Ground Surface Elevation: 16.1 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray; moist to wet
5 – 14 SILT (ML) (CCR); gray; wet
14 – 20 SAND (SP) (Soil); brown; wet
Switch to MC-5 at 15
ft bgs
Collect PLM sample
(16 to 17 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-172 Boring Date: 07/18/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 199,109.0 Easting: 2,304,445.5 Ground Surface Elevation: 16.5 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 14.5 Sandy SILT (ML) (CCR); gray; wet
14.5 – 20 SAND (SP) (Soil); dark brown/brown; wet
Switch to MC-5 at 15
ft bgs
Collect PLM sample
(16.5 to 17.5 ft bgs) –
No CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-173 Boring Date: 07/18/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,109.0 Easting: 2,304,345.5 Ground Surface Elevation: 16.9 (ft-NAD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 10 SILT (ML) (CCR); gray/black; moist to wet
10 – 14 SILT (ML) (CCR); gray/black; wet
14 – 20 SAND (SP) (Soil); brown/gray; wet
Collect PLM sample
(16 to 17 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-174 Boring Date: 07/20/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,008.5 Easting: 2,304,312.4 Ground Surface Elevation: 16.6 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist to wet
5 – 11.6 SILT (ML) (CCR); gray/black; wet
11.6 – 20 SAND (SP) (Soil); gray/brown/dark brown; wet
Collect PLM sample
(14 to 15 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-175 Boring Date: 06/30/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 199,165.3 Easting: 2,305,476.0 Ground Surface Elevation: 17.9 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 0.5 Sandy SILT (ML) (CCR); gray; moist
0.5 – 10 SAND (SP) (Soil); tan; moist
Collect PLM sample
(3 to 5 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-176 Boring Date: 06/30/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 199,209.0 Easting: 2,305,445.5 Ground Surface Elevation: 16 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 1.5 Sandy SILT (ML) (CCR); gray; moist
1.5 – 5 SAND (SP) (Soil); white/brown; moist
5 – 10 SAND (SP) (Soil); tan; wet
Collect PLM sample
(5 to 7 ft bgs) - 3%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: A. Greune
Borehole ID: GB-177 Boring Date: 06/30/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,208.9 Easting: 2,305,345.5 Ground Surface Elevation: 15.7 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 4 Silty SAND (SM) (CCR); gray/black; moist
4 – 15 SAND (SP) (Soil); white/tan/brown; wet
Collect PLM sample
(10 to 11 ft bgs) – 2%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-178 Boring Date: 07/10/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 199,208.9 Easting: 2,305,245.5 Ground Surface Elevation: 15.0 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 10 SILT (ML) (CCR); black/gray; moist to wet
10 – 29 SILT (ML) (CCR); black/gray; wet
29 – 35 SAND (SP) (Soil); light brown; wet
Switch to MC-5 at 30
ft bgs
Collect PLM sample
(31 to 32 ft bgs) – 2%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-179 Boring Date: 07/12/17 to 07/13/17 Rig: Geoprobe 7822DT (S/N:
Z10989T7822)
Northing: 199,209.0 Easting: 2,305,145.5 Ground Surface Elevation: 15.5 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 30 Direct Push with Plug Attached to Tip; No
Sampling
30 – 44.5 SILT (ML) (CCR); gray/black; wet
44.5 – 49 SAND (SP) (Soil); brown; wet
Switch to MC-5 at 45
ft bgs
Collect PLM sample
(46.5 to 47.5 ft bgs) –
No CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-180 Boring Date: 07/14/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,209.0 Easting: 2,305,045.5 Ground Surface Elevation: 15.9 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5 – 34 SILT (ML) (CCR); gray; wet
34 – 40 SAND (SP) (Soil); light gray; wet
Switch to MC-5 at 35
ft bgs
Collect PLM sample
(36 to 37 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-181 Boring Date: 07/14/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,209.0 Easting: 2,304,945.5 Ground Surface Elevation: 15.0 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5 – 9 SILT (ML) (CCR); gray; wet
9 – 15 SAND (SP) (Soil); light gray to brown; wet
Switch to MC-5 at 10
ft bgs
Collect PLM sample
(11 to 12 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-182 Boring Date: 07/19/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,208.9 Easting: 2,304,845.5 Ground Surface Elevation: 15.7 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist to wet
5 – 9.5 SILT (ML) (CCR); gray/black; wet
9.5 – 15 SAND (SP) (Soil); brown/gray; wet
Switch to MC-5 at 10
ft bgs
Collect PLM sample
(11.5 to 12.5 ft bgs) –
No CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-183 Boring Date: 07/19/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,209.0 Easting: 2,304,745.5 Ground Surface Elevation: 16.7 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist to wet
5 – 11.8 SILT (ML) (CCR); gray/black; wet
11.8 – 20 SAND (SP) (Soil); light brown/ gray/dark brown;
wet
Switch to MC-5 at 15
ft bgs
Collect PLM sample
(14 to 15 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-184 Boring Date: 07/19/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,209.0 Easting: 2,304,645.5 Ground Surface Elevation: 16.6 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5 – 12.6 SILT (ML) (CCR); gray/black; wet
12.6 – 20 SAND (SP) (Soil); light brown/ gray/dark brown;
wet
Switch to MC-5 at 15
ft bgs
Collect PLM sample
(15 to 16 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-185 Boring Date: 07/18/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 199,209.0 Easting: 2,304,545.4 Ground Surface Elevation: 16.7 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray; moist
5 – 13.5 SILT (ML) (CCR); gray; wet
13.5 – 20 SAND (SP) (Soil); light brown/brown; wet
Switch to MC-5 at 15
ft bgs
Collect PLM sample
(16 to 17 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-186 Boring Date: 07/18/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 199,208.9 Easting: 2,304,445.5 Ground Surface Elevation: 16.9 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray; moist to wet
5 – 13.5 SILT (ML) (CCR); gray; wet
13.5 – 20 SAND (SP) (Soil); light brown; wet
Switch to MC-5 at 15
ft bgs
Collect PLM sample
(16 to 17 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-187 Boring Date: 07/18/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,209.1 Easting: 2,304,356.0 Ground Surface Elevation: 17.7 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist to wet
5 – 12.8 SILT (ML) (CCR); gray/black; wet
12.8 – 20 SAND (SP) (Soil); brown/gray/dark brown; wet
Collect PLM sample
(15 to 16 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-188 Boring Date: 07/18/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,299.5 Easting: 2,304,407.4 Ground Surface Elevation: 18.5 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 9.5 SILT (ML) (CCR); gray/black; moist
9.5 – 15 SAND (SP) (Soil); light brown/ gray; wet
Collect PLM sample
(11.5 to 12.5 ft bgs) –
No CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-189 Boring Date: 06/23/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 199,309.0 Easting: 2,305,345.5 Ground Surface Elevation: 16.2 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 9 SILT (ML) (CCR); gray/black; moist MC-5 Sampling

9 – 10 SAND (SP) (Soil); light gray; moist
10 – 15 SAND (SP) (Soil); dark brown; wet
Collect PLM sample
(11 to 12 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-190 Boring Date: 06/23/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 199,309.0 Easting: 2,305,245.5 Ground Surface Elevation: 15.3 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); black/gray; moist MC-5 Sampling

5 – 10 No Recovery
10 – 14.5 SILT (ML) (CCR) and silty SAND (SM) (Soil
and CCR); gray; wet
14.5 – 20 SAND (SP) (Soil); light gray; wet
Collect PLM sample
(17 to 18 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-191 Boring Date: 06/26/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,309.0 Easting: 2,305,145.5 Ground Surface Elevation: 15.5 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray; moist MC-5 Sampling
5 – 23.5 SILT (ML) (CCR); gray; wet
23.5 – 26 SAND (SP) (Soil); brownish gray/ tan; wet Collect PLM sample
(25.5 to 26.5 ft bgs) –
No CCR detected 26 – 27 CLAY (CL) (Soil); brown; moist to wet
27 – 30 SAND (SP) (Soil); tan; wet

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-192 Boring Date: 06/26/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,309.0 Easting: 2,305,045.5 Ground Surface Elevation: 15.5 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray; moist MC-5 Sampling
5 – 9 SILT (ML) (CCR); gray; wet
9 – 15 SAND (SP) (Soil); grayish white/brown/dark
brown; wet
Collect PLM sample
(11 to 12 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-193/GB-193A Boring Date: 07/14/17
Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,308.9 Easting: 2,304,945.5 Ground Surface Elevation: 15.4 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5 – 9 SILT (ML) (CCR); gray; wet
Due to poor sample
recovery, GB-193A
was advanced 1-ft
from GB-193.
9 – 14 SAND (SP) (Soil); light gray to brown; wet
Switch to MC-5 at 10
ft bgs
Collect PLM sample
(11 to 12 ft bgs) – 1%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-194 Boring Date: 07/19/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,309.0 Easting: 2,304,845.5 Ground Surface Elevation: 16.1 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist to wet
5 – 9.9 SILT (ML) (CCR); gray/black; wet
9.9 – 15 SAND (SP) (Soil); brown/gray; wet
Collect PLM sample
(12 to 13 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-195 Boring Date: 07/19/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,309.0 Easting: 2,304,745.5 Ground Surface Elevation: 16.7 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist to wet
5 – 11 SILT (ML) (CCR); gray/black; wet Switch to MC-5 at 5 ft
bgs
11 – 18 SAND (SP) (Soil); light brown/ gray/dark brown;
wet
Collect PLM sample
(13 to 14 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-196 Boring Date: 07/19/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,309.0 Easting: 2,304,645.5 Ground Surface Elevation: 16.6 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5 – 13 SILT (ML) (CCR); gray/black; wet
13 – 20 SAND (SP) (Soil); brown/ gray; wet
Switch to MC-5 at 15
ft bgs
Collect PLM sample
(15 to 16 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-197 Boring Date: 07/18/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,309.0 Easting: 2,304,545.5 Ground Surface Elevation: 16.6 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist to wet
5 – 12.8 SILT (ML) (CCR); gray/black; wet
12.8 – 20 SAND (SP) (Soil); brown/ gray; wet
Switch to MC-5 at 15
ft bgs
Collect PLM sample
(15 to 16 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-198 Boring Date: 07/18/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,309.0 Easting: 2,304,445.5 Ground Surface Elevation: 18.1 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 10 SILT (ML) (CCR); gray/black; moist to wet
10 – 15 SAND (SP) (Soil); light brown/ gray; wet
Switch to MC-5 at 10
ft bgs
Collect PLM sample
(12 to 13 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-199 Boring Date: 06/23/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,309.0 Easting: 2,305,442.8 Ground Surface Elevation: 19.9 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 6.5 Sandy SILT (ML) (CCR); gray/black; moist
6.5 – 15 SAND (SP) (Soil); brown/tan; wet
Collect PLM sample
(9 to 10 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-200 Boring Date: 06/23/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,407.1 Easting: 2,305,422.9 Ground Surface Elevation: 24.3 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 10 Silty SAND (SM) (CCR and Soil); gray/tan;
moist
10 – 12.5 SILT (ML) (CCR); gray; wet
12.5 - 20 SAND (SP) (Soil); tan; wet
Collect PLM sample
(15 to 16 ft bgs) – 7%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-201 Boring Date: 06/23/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 199,409.1 Easting: 2,305,345.5 Ground Surface Elevation: 16.6 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 4.5 SILT (ML) (CCR); black/gray; moist to wet
4.5 – 5 SAND (SP) (Soil); light gray; moist
5 – 10 SAND (SP) (Soil); light gray/brown; moist to wet
Collect PLM sample
(7 to 8 ft bgs) – No
CCR detected
10 – 15 SAND (SP) (Soil); light gray/brown; wet

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-202 Boring Date: 06/23/17 Rig: Geoprobe 7822DT (S/N: Z9925T7822)
Northing: 199,409.0 Easting: 2305245.5 Ground Surface Elevation: 15.9 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); black/gray; moist
5 – 10 SAND (SP) (Soil); light gray/brown; moist
Collect PLM sample
(7 to 8 ft bgs) – No
CCR detected
10 – 15 SAND (SP) (Soil); light brown; wet

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-203 Boring Date: 06/23/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,409.0 Easting: 2,305,145.4 Ground Surface Elevation: 15.6 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 3 Sandy SILT (ML) (CCR); gray/black; moist MC-5 Sampling
3 – 8.5 Sandy SILT to SILT (ML) (CCR); gray/black;
wet
8.5 – 15 SAND (SP) (Soil); grayish white/tan/dark brown;
wet
Collect PLM sample
(11 to 12 ft bgs) – 2%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-204 Boring Date: 06/23/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,409.0 Easting: 2,305,045.5 Ground Surface Elevation: 15.8 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 Sandy SILT (ML) (CCR); gray/black; moist MC-5 Sampling
5 – 8.5 SILT (ML) (CCR); gray; wet
8.5 – 15 SAND (SP) (Soil); grayish white/tan/dark brown;
wet
Collect PLM sample
(11 to 12 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-205 Boring Date: 07/25/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,408.9 Easting: 2,304,945.4 Ground Surface Elevation: 15.9 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT with sand (ML) (CCR); gray/black; moist
5 – 8.5 SILT (ML) (CCR); gray/black; wet
8.5 – 15 SAND (SP) (Soil); brown/light gray; wet
Switch to MC-5 at 10
ft bgs
Collect PLM sample
(11 to 12 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-206 Boring Date: 07/19/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,409.0 Easting: 2,304,845.5 Ground Surface Elevation: 16.0 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist to wet
5 – 10 SILT (ML) (CCR); gray/black; wet
10 – 15 SAND (SP) (Soil); gray; wet
Collect PLM sample
(12 to 13 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-207 Boring Date: 07/19/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,409.0 Easting: 2,304,745.5 Ground Surface Elevation: 16.6 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist to wet
5 – 10.8 SILT (ML) (CCR); gray/black; wet
10.8 – 15 SAND (SP) (Soil); gray/brown; wet
Collect PLM sample
(13 to 14 ft bgs) – 3%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-208 Boring Date: 07/17/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,409.0 Easting: 2,304,645.4 Ground Surface Elevation: 16.2 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5 – 11 SILT (ML) (CCR); gray/black; wet
11 – 15 SAND (SP) (Soil); brown/ gray; wet
Collect PLM sample
(13 to 14 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-209 Boring Date: 07/17/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,409.0 Easting: 2,304,545.5 Ground Surface Elevation: 16.6 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 4.5 SILT (ML) (CCR); gray/black; moist
4.5 – 10 SAND (SP) (Soil); brown/ gray; moist
Switch to MC-5 at 5 ft
bgs
Collect PLM sample
(7 to 8 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-210 Boring Date: 07/17/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,410.2 Easting: 2,304,479.8 Ground Surface Elevation: 18.8 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 8 SILT (ML) (CCR); gray/black; moist
8 – 10 SAND (SP) (Soil); light brown/ gray; moist
10 – 15 SAND (SP) (Soil); light brown/ gray; wet
Switch to MC-5 at 10
ft bgs
Collect PLM sample
(10 to 11 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-211 Boring Date: 06/23/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,483.8 Easting: 2,305,403.8 Ground Surface Elevation: 31.8 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 15 Sandy SILT (ML) (CCR); gray/black; moist
15 – 20 SILT (ML) (CCR); gray; wet; mixed with sand
from 19.5 to 20 ft bgs
20 – 25 SAND (SP) (Soil); brown/tan; wet
Collect PLM sample
(22 to 23 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-212 Boring Date: 07/17/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,508.6 Easting: 2,304,547.4 Ground Surface Elevation: 18.2 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 2.5 SILT (ML) (CCR); gray/black; moist
2.5 – 3.2 SAND (SP) (Soil); brown; moist
3.2 – 5 SILT (ML) (CCR); gray/black; moist
5 – 10 SAND (SP) (Soil); gray/brown; moist
Collect PLM sample
(7 to 8 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-213 Boring Date: 06/23/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,509.0 Easting: 2,305,345.5 Ground Surface Elevation: 18.0 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 Sandy SILT (ML) (CCR); gray; wet
5 – 10 SAND (SP) (Soil); white/brown/tan; moist to wet
Collect PLM sample
(7 to 8 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-214 Boring Date: 06/23/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,509.0 Easting: 2,305,245.4 Ground Surface Elevation: 17.3 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 9 Sandy SILT to SILT (ML) (CCR); gray/black;
moist; organics at bottom MC-5 Sampling
9 – 15 SAND (SP) (Soil); grayish white/ tan/dark
brown; wet
Collect PLM sample
(11 to 12 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-215 Boring Date: 06/23/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,508.9 Easting: 2,305,145.5 Ground Surface Elevation: 16.8 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 Sandy SILT (ML) (CCR); gray/black; moist MC-5 Sampling
5 – 9.5 Sandy SILT (ML) (CCR); gray; wet
9.5 – 15 SAND (SP) (Soil); grayish white/tan/dark brown;
wet
Collect PLM sample
(11.5 to 12.5 ft bgs) –
No CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-216 Boring Date: 07/14/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,509.0 Easting: 2,305,045.6 Ground Surface Elevation: 16.5 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5 – 9 SILT (ML) (CCR); gray; wet
9 – 15 SAND (SP) (Soil); light gray to brown; wet
Collect PLM sample
(11 to 12 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-217 Boring Date: 07/14/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,508.9 Easting: 2,304,945.5 Ground Surface Elevation: 16.2 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5 – 9 SILT (ML) (CCR); gray; wet
9 – 15 SAND (SP) (Soil); light gray to brown; wet
Switch to MC-5 at 10
ft bgs
Collect PLM sample
(11 to 12 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-218 Boring Date: 07/17/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,509.0 Easting: 2,304,845.5 Ground Surface Elevation: 16.4 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5 – 10 SILT (ML) (CCR); gray/black; wet
10 – 15 SAND (SP) (Soil); gray/brown; wet
Switch to MC-5 at 10
ft bgs
Collect PLM sample
(12 to 13 ft bgs) – 24%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-219 Boring Date: 07/20/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,509.0 Easting: 2,304,745.5 Ground Surface Elevation: 16.7 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist to wet
5 – 11.5 SILT (ML) (CCR); gray/black; wet
11.5 – 20 SAND (SP) (Soil); gray/brown/dark brown; wet
Collect PLM sample
(13.5 to 14.5 ft bgs) –
3% CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Khorshidi
Borehole ID: GB-220 Boring Date: 07/25/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,508.9 Easting: 2,304,645.4 Ground Surface Elevation: 16.3 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 10 SILT with sand (ML) (CCR); gray/black; moist
10 – 15 SAND (SP) (Soil); light brown/ light gray; wet
Switch to MC-5 at 10
ft bgs
Collect PLM sample
(12 to 13 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-221 Boring Date: 07/17/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,555.8 Easting: 2,304,605.1 Ground Surface Elevation: 16.9 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 1 SILT (ML) (CCR); gray/black; moist
1 – 4 SAND (SP) (Soil); brown; moist
4 – 5 SILT (ML) (CCR); gray/black; moist
5 – 10 SAND (SP) (Soil); gray/brown; moist
Collect PLM sample
(7 to 8 ft bgs) – 3%
CCR

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-222 Boring Date: 07/14/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,557.2 Easting: 2,305,127.5 Ground Surface Elevation: 17.1 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT with sand (ML) (CCR and Soil); gray/light
brown; moist to wet
5 – 6 SAND (SP) (Soil); light brown; moist
6 – 10 SILT (ML) (CCR); gray; wet
10 – 15 SAND (SP) (Soil); light gray to brown; wet
Switch to MC-5 at 10
ft bgs
Collect PLM sample
(12 to 13 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-223 Boring Date: 07/14/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,568.5 Easting: 2,305,029.4 Ground Surface Elevation: 16.2 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray; moist to wet Sand layer observed at
4 ft bgs
5 – 9 SILT (ML) (CCR); gray; wet Organics observed at 8
ft bgs
9 – 15 SAND (SP) (Soil); light gray/brown; wet
Collect PLM sample
(11 to 12 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-224 Boring Date: 07/17/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,608.4 Easting: 2,304,660.1 Ground Surface Elevation: 17.1 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 1.5 SILT (ML) (CCR); gray/black; moist
1.5 – 5 SAND (SP) (Soil); brown; moist
5 – 6 SILT (ML) (CCR); gray/black; moist
6 – 10 SAND (SP) (Soil); gray; moist
Collect PLM sample
(8 to 9 ft bgs) – No
CCR detected
10 – 15 SAND (SP) (Soil); dark brown; wet

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: M. Martin
Borehole ID: GB-225 Boring Date: 07/14/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,599.5 Easting: 2,304,945.5 Ground Surface Elevation: 17.3 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray; moist to wet
5 – 8.5 SILT with sand (ML) (CCR and Soil);
gray/brown; wet
8.5 – 15 SAND (SP) (Soil); light gray; wet
Collect PLM sample
(11 to 12 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-226 Boring Date: 07/17/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,609.0 Easting: 2,304,845.4 Ground Surface Elevation: 18.0 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5 – 9.8 SILT (ML) (CCR); gray/black; wet
9.8 – 15 SAND (SP) (Soil); gray/brown; wet
Switch to MC-5 at 10
ft bgs
Collect PLM sample
(12 to 13 ft bgs) – No
CCR detected

Boring Log
1300 South Mint Street Suite 300, Charlotte, NC 28203
Project Name: 1971 Basin CCR Investigation Project Number: GC6381
Site Location: Wilmington, NC Geosyntec Representatives: S. Ahmed
Borehole ID: GB-227 Boring Date: 07/17/17 Rig: Geoprobe 7822DT (S/N: Z10989T7822)
Northing: 199,609.0 Easting: 2,304,745.5 Ground Surface Elevation: 18.3 (ft-NAVD88)
Depth (ft, bgs) Visual Sample Description Comments
0 – 5 SILT (ML) (CCR); gray/black; moist
5 – 9.6 SILT (ML) (CCR); gray/black; wet
9.6 – 15 SAND (SP) (Soil); gray/light brown; wet
Switch to MC-5 at 10
ft bgs
Collect PLM sample
(12 to 13 ft bgs) – 3%
CCR

Appendix C
Polarized Light Microscopy Results
(Prepared by RJ Lee Group, Inc.)
13339 Hagers Ferry Road
Huntersville, NC 28078-7929
McGuire Nuclear Complex - MG03A2
Phone: [phone] Fax: [phone]
Vendor QC Data Review
Summary Report
Analytical Laboratory
Order Number:J17060650
Project Name:SUTTON - PLM TESTING
Lab Contact:Peggy Kendall
Customer Name(s):Daniel Atkinson, Weston Shin
Phone:[phone]
Report Authorized By:
(Signature)
Program Comments:
Per RJ Lee, for the purpose of this method, Fly Ash is defined as any particle consistent with coal ash.
Please review all vendor data for case narratives with explanations of quality control failures and data qualifiers.
Any analytical tests or individual analytes within a test flagged with a qualifier indicate a deviation from the method quality
system or quality control requirement. Certified vendor results and QC qualifiers can be found in the vendor lab final report.
This report shall not be reproduced, except in full, without the written consent of the Analytical Laboratory.
Vendor Data Review Criteria:
This vendor data package has been reviewed at the Duke Analytical Laboratory for the following applicable criteria:

Required QC samples collected and analyzed
Required tests performed for all samples
Vendor Laboratory utilized required test methods for all analyses
Vendor Laboratory met all requested Reporting Limits (RL)
QC Results reviewed for outlying recovery values
Case Narrative:
7-6-17
Page 2 of 16
Appendix A
Chain of Custody Forms
7-6-17
Page 3 of 16
Chain of Custody
Peggy Kendall
Customer Support
Duke Energy Central Lab
13339 Hagers Ferry Road
Hunterville, NC 28078 United States
Email: [e-mail]
Main: 980-875-5848
RJLee Group, Inc.
350 Hochberg Road
Monroeville, PA 15146 United States
Main: 724-325-1776 Fax: [phone]
Relinquished To:Received From:
RJ Lee Group Work Order #: AOH1045919-0
Project Name/Case #: Sutton PLM Testing
Supersedes: Form FOR-002A Rev. 03Original Issue: 09/16/2005
Effective Date: May 2014
Approved By: Quality Assurance
Form A FOR.002.4
Page 1 of 3
Sample ID Client Sample ID Date Received
10410448 2017021579 06/29/2017 9:08 AM EDT
10410449 2017021580 06/29/2017 9:08 AM EDT
10410450 2017021581 06/29/2017 9:08 AM EDT
10410451 2017021582 06/29/2017 9:08 AM EDT
10410452 2017021583 06/29/2017 9:08 AM EDT
10410453 2017021584 06/29/2017 9:08 AM EDT
10410454 2017021585 06/29/2017 9:08 AM EDT
10410455 2017021586 06/29/2017 9:08 AM EDT
10410456 2017021587 06/29/2017 9:08 AM EDT
10410457 2017021588 06/29/2017 9:08 AM EDT
10410458 2017021589 06/29/2017 9:08 AM EDT
10410459 2017021590 06/29/2017 9:08 AM EDT
10410460 2017021591 06/29/2017 9:08 AM EDT
10410461 2017021592 06/29/2017 9:08 AM EDT
10410462 2017021593 06/29/2017 9:08 AM EDT
10410463 2017021595 06/29/2017 9:08 AM EDT
10410464 2017021596 06/29/2017 9:08 AM EDT
10410465 2017021597 06/29/2017 9:08 AM EDT
10410466 2017021598 06/29/2017 9:08 AM EDT
10410467 2017021599 06/29/2017 9:08 AM EDT
10410468 2017021600 06/29/2017 9:08 AM EDT
10410469 2017021601 06/29/2017 9:08 AM EDT
10410470 2017021602 06/29/2017 9:08 AM EDT
10410471 2017021603 06/29/2017 9:08 AM EDT
10410472 2017021604 06/29/2017 9:08 AM EDT
10410473 2017021605 06/29/2017 9:08 AM EDT
10410474 2017021606 06/29/2017 9:08 AM EDT
10410475 2017021607 06/29/2017 9:08 AM EDT
10410476 2017021608 06/29/2017 9:08 AM EDT
350 Hochberg Road, Monroeville, PA 15146
Phone: [phone] | Fax: [phone]Jun 29, 2017 11:26 AM EDT Page 1 of 2
7-6-17
Page 4 of 16
Sample ID Client Sample ID Date Received
10410477 2017021609 06/29/2017 9:08 AM EDT
10410478 2017021610 06/29/2017 9:08 AM EDT
10410479 2017021611 06/29/2017 9:08 AM EDT
10410480 2017021612 06/29/2017 9:08 AM EDT
10410481 2017021613 06/29/2017 9:08 AM EDT
10410482 2017021614 06/29/2017 9:08 AM EDT
10410483 2017021615 06/29/2017 9:08 AM EDT
10410484 2017021616 06/29/2017 9:08 AM EDT
10410485 2017021617 06/29/2017 9:08 AM EDT
10410486 2017021618 06/29/2017 9:08 AM EDT
10410487 2017021619 06/29/2017 9:08 AM EDT
10410488 2017021620 06/29/2017 9:08 AM EDT
10410489 2017021621 06/29/2017 9:08 AM EDT
10410490 2017021622 06/29/2017 9:08 AM EDT
10410491 2017021633 06/29/2017 9:08 AM EDT
10410492 2017021634 06/29/2017 9:08 AM EDT
10410493 2017021635 06/29/2017 9:08 AM EDT
10410494 2017021636 06/29/2017 9:08 AM EDT
10410495 2017021637 06/29/2017 9:08 AM EDT
10410496 QC01_2017021588 06/29/2017 9:08 AM EDT
10410497 QC02_2017021599 06/29/2017 9:08 AM EDT
10410498 QC03_2017021609 06/29/2017 9:08 AM EDT
10410499 QC04_2017021619 06/29/2017 9:08 AM EDT
Received From:Peggy Kendall Method of Shipment: Federal Express
Company:Duke Energy Central Lab Date:06/29/2017
Received By:Monica Carse Package Condition Upon Receipt:Sealed
Company:RJ Lee Group, Inc.Date:06/29/2017
Relinquished Method of Shipment:
Date:Company:
Package Condition Upon Receipt:
Date:Company:
Received By:
Relinquished Method of Shipment:
Date:Company:
Received By:Package Condition Upon Receipt:
Date:Company:
350 Hochberg Road, Monroeville, PA 15146
Phone: [phone] | Fax: [phone]Jun 29, 2017 11:26 AM EDT Page 2 of 2
7-6-17
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7-6-17
Page 6 of 16
7-6-17 Page 7 of 16
7-6-17 Page 8 of 16
7-6-17 Page 9 of 16
7-6-17 Page 10 of 16

Appendix B

Mineral Identification Report

7-6-17
Page 11 of 16
Mineral Identification
Polarized Light Microscopy (PLM) Laboratory Report
Peggy Kendall
Duke Energy Central Lab
13339 Hagers Ferry Road
Hunterville, NC 28078 United States
Email: [e-mail]
Main: 980-875-5848
Report Date:
Sample Received Date:
Purchase Order:
Customer COC:
RJLG Project:
Analytical Method:
07/06/2017
06/29/2017
AOH1045919-0
J17060650 / 5021798
Fly Ash Determination by PLM
J17060650
Date
Collected
Area %
Fly Ash
Date
Analyzed
Customer
Sample # : Comments RJLG ID
Non-Fly Ash
Components
2017021579 06/30/2017 10410448 06/21/2017 ND Tan coarse grain sediment Feldspar
Opaques
Organic Particulate
Quartz
2017021580 06/30/2017 10410449 06/21/2017 ND Tan coarse grain sediment Feldspar
Opaques
Quartz
2017021581 06/30/2017 10410450 06/21/2017 ND White Fine Grain Sediment Opaques
Quartz
Coal
2017021582 06/30/2017 10410451 06/21/2017 ND Tan Fine Grain Sediment Misc. Silicates
Opaques
Quartz
2017021583 07/02/2017 10410452 06/21/2017 ND Beige Coarse Grain Sediment. Quartz
2017021584 07/02/2017 10410453 06/20/2017 ND Beige Coarse Grain Sediment. Quartz
2017021585 07/02/2017 10410454 06/21/2017 ND Beige Coarse Grain Sediment. Quartz
2017021586 07/03/2017 10410455 06/21/2017 ND Beige Coarse Grain Sediment. Quartz
2017021587 06/30/2017 10410456 06/21/2017 2% Tan coarse grain sediment Opaques
Organic Particulate
Quartz
5 Page 1 of AOH1045919-0 350 Hochberg Road, Monroeville, PA 15146 | Phone: [phone] | Fax: [phone]
7-6-17
Page 12 of 16
Date
Collected
Area %
Fly Ash
Date
Analyzed
Customer
Sample # : Comments RJLG ID
Non-Fly Ash
Components
2017021588 06/30/2017 10410457 06/20/2017 ND White Fine Grain Sediment Opaques
Quartz
2017021589 06/30/2017 10410458 06/22/2017 ND White Fine Grain Sediment Opaques
Quartz
2017021590 06/30/2017 10410459 06/22/2017 ND Dark Brown Fine Grain Sediment Opaques
Quartz
Coal
2017021591 07/02/2017 10410460 06/22/2017 ND Beige Coarse Grain Sediment. Quartz
2017021592 07/02/2017 10410461 06/22/2017 ND Beige Coarse Grain Sediment. Opaques
Quartz
2017021593 07/02/2017 10410462 06/22/2017 ND Beige Coarse Grain Sediment. Quartz
2017021595 07/03/2017 10410463 06/22/2017 ND Beige Coarse Grain Sediment. Quartz
2017021596 06/30/2017 10410464 06/22/2017 ND Tan Fine Grain Sediment Opaques
Quartz
2017021597 06/30/2017 10410465 06/22/2017 ND Tan Fine Grain Sediment Opaques
Quartz
2017021598 06/30/2017 10410466 06/22/2017 ND Tan coarse grain sediment Feldspar
Opaques
Quartz
2017021599 06/30/2017 10410467 06/23/2017 ND Brown coarse grain sediment Feldspar
Opaques
Quartz
2017021600 07/02/2017 10410468 06/23/2017 ND Beige Coarse Grain Sediment. Quartz
2017021601 07/02/2017 10410469 06/23/2017 ND Tan Coarse Grain Sediment. Quartz
2017021602 07/02/2017 10410470 06/23/2017 ND Beige Coarse Grain Sediment. Quartz
2017021603 07/03/2017 10410471 06/23/2017 ND Tan Coarse Grain Sediment. Quartz
2017021604 06/30/2017 10410472 06/23/2017 ND Tan Fine Grain Sediment Opaques
Quartz
2017021605 06/30/2017 10410473 06/23/2017 ND Tan Fine Grain Sediment Opaques
Quartz
5 Page 2 of AOH1045919-0 350 Hochberg Road, Monroeville, PA 15146 | Phone: [phone] | Fax: [phone]
7-6-17
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Date
Collected
Area %
Fly Ash
Date
Analyzed
Customer
Sample # : Comments RJLG ID
Non-Fly Ash
Components
2017021606 06/30/2017 10410474 06/23/2017 ND Brown coarse grain sediment Clay
Opaques
Quartz
2017021607 06/30/2017 10410475 06/23/2017 ND Tan coarse grain sediment Feldspar
Opaques
Quartz
2017021608 06/30/2017 10410476 06/21/2017 2% Brown Fine Grain Sediment Clay
Opaques
Quartz
2017021609 07/02/2017 10410477 06/21/2017 ND Brown Coarse Grain Sediment. Quartz
2017021610 07/02/2017 10410478 06/21/2017 ND Brown Coarse Grain Sediment. Quartz
2017021611 07/03/2017 10410479 06/21/2017 ND Dark Brown Fine Grain Sediment Opaques
Quartz
2017021612 07/03/2017 10410480 06/21/2017 ND Beige Coarse Grain Sediment. Quartz
2017021613 06/30/2017 10410481 06/21/2017 ND Tan Fine Grain Sediment Opaques
Quartz
2017021614 06/30/2017 10410482 06/22/2017 ND Tan Fine Grain Sediment Opaques
Organic Particulate
Quartz
2017021615 06/30/2017 10410483 06/22/2017 1% Tan coarse grain sediment Feldspar
Opaques
Organic Particulate
Quartz
2017021616 06/30/2017 10410484 06/22/2017 4% Tan coarse grain sediment Opaques
Organic Particulate
Quartz
2017021617 06/30/2017 10410485 06/22/2017 ND Tan Fine Grain Sediment Opaques
Quartz
2017021618 07/02/2017 10410486 06/22/2017 ND Brown Coarse Grain Sediment. Quartz
2017021619 07/03/2017 10410487 06/22/2017 ND Tan Fine Grain Sediment Opaques
Quartz
5 Page 3 of AOH1045919-0 350 Hochberg Road, Monroeville, PA 15146 | Phone: [phone] | Fax: [phone]
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Date
Collected
Area %
Fly Ash
Date
Analyzed
Customer
Sample # : Comments RJLG ID
Non-Fly Ash
Components
2017021620 07/03/2017 10410488 06/23/2017 ND Tan Fine Grain Sediment Opaques
Quartz
2017021621 07/03/2017 10410489 06/23/2017 7% Beige Coarse Grain Sediment. Opaques
Quartz
2017021622 06/30/2017 10410490 06/23/2017 ND Tan Fine Grain Sediment Opaques
Quartz
2017021633 06/30/2017 10410491 06/23/2017 ND Brown coarse grain sediment Feldspar
Opaques
Organic Particulate
Quartz
2017021634 06/30/2017 10410492 06/23/2017 ND Tan coarse grain sediment Feldspar
Opaques
Organic Particulate
Quartz
2017021635 06/30/2017 10410493 06/23/2017 ND White Medium Coarse Grain Sediment Quartz
2017021636 06/30/2017 10410494 06/23/2017 ND Tan coarse grain sediment Feldspar
Opaques
Organic Particulate
Quartz
2017021637 07/03/2017 10410495 06/23/2017 2% Beige Coarse Grain Sediment. Quartz
QC01_2017021588 07/03/2017 10410496 06/20/2017 ND Beige Coarse Grain Sediment. NA
QC02_2017021599 07/03/2017 10410497 06/23/2017 ND Brown Fine Grain Sediment NA
QC03_2017021609 07/03/2017 10410498 06/21/2017 ND Brown Fine Grain Sediment NA
QC04_2017021619 07/03/2017 10410499 06/22/2017 ND Beige Coarse Grain Sediment. NA
5 Page 4 of AOH1045919-0 350 Hochberg Road, Monroeville, PA 15146 | Phone: [phone] | Fax: [phone]
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Page 15 of 16

* Samples will be returned to client immediately upon the release of final report.
* These results are submitted pursuant to RJ Lee Group’s current terms and conditions of sale, including the company’s standard warranty and limitation of liability provisions. No responsibility or liability is
assumed for the manner in which these results are used or interpreted.
* This test report relates to the items tested.
* Any reproduction of this document must include the entire document in order for the report to be valid.
* This report may not be used to claim product endorsement by NVLAP Lab Code 101208-0 or any agency of the U.S. Government.
* Sample(s) for this project were analyzed at our: Monroeville, PA (AIHA # 100364, NVLAP # 101208-0, NY ELAP # 10884) facility.
* If RJ Lee Group, Inc. did not collect the samples analyzed, the verifiability of the laboratory’s results is limited to the reported values.
* For the purposes of this method, Fly Ash is defined as any particle consistent with Coal Ash.
* The method reporting level is 1% and anything <1% is considered a not-detected.

Quartz – Angular anisotropic particulate with low relief.
Feldspar – Angular to blocky anisotropic particulate, low to moderate relief, biaxial, can have polysynthetic twinning.
Clay – Sheet silicates with polycrystalline or display non-uniform extinction with low to moderate relief, and zero to low birefringence. Clay also refers to particles that are less than 2.0 microns.
Opaques – Opaque is a generic term for a particle that does not transmit light. Opaque minerals are distinguished from opaque bottom ash based on morphology of fracture.
Fly Ash – Isotropic to opaque spheres, agglomeration of spheres, and angular ash particles.
Organic Particulate – Pollen, plant and insect matter, and carbonaceous matter.
Carbonates – High birefringent, can be rhombohedral, with high relief.
Diatoms – Silica rich isotropic particles with various morphologies.
Mica – Sheet silicate with moderate to high relief and low birefringence, mono-crystalline, and normal extinction.
Miscellaneous Silicate – Isotropic and anisotropic silicates, with low to high relief, identification unsure and beyond the scope of the method to identify.
Amphibole – Elongated anisotropic particulate with moderate to high relief.
Coal – Irregular to angular particles with moderate opacity, edges and thin particles are reddish brown in color.
<1% Fly Ash – Fly Ash observed, none counted.
ND – No Fly Ash detected.
5 Page 5 of AOH1045919-0 350 Hochberg Road, Monroeville, PA 15146 | Phone: [phone] | Fax: [phone]
Disclaimer Notes

7-6-17
Page 16 of 16
13339 Hagers Ferry Road
Huntersville, NC 28078-7929
McGuire Nuclear Complex - MG03A2
Phone: [phone] Fax: [phone]
Vendor QC Data Review
Summary Report
Analytical Laboratory
Order Number:J17070211
Project Name:SUTTON - PLM TESTING
Lab Contact:Peggy Kendall
Customer Name(s):Daniel Atkinson, Weston Shin
Phone:[phone]
Report Authorized By:
(Signature)
Program Comments:
No QC issues found during vendor QC data review.
Please review all vendor data for case narratives with explanations of quality control failures and data qualifiers.
Any analytical tests or individual analytes within a test flagged with a qualifier indicate a deviation from the method quality
system or quality control requirement. Certified vendor results and QC qualifiers can be found in the vendor lab final report.
This report shall not be reproduced, except in full, without the written consent of the Analytical Laboratory.
Vendor Data Review Criteria:
This vendor data package has been reviewed at the Duke Analytical Laboratory for the following applicable criteria:

Required QC samples collected and analyzed
Required tests performed for all samples
Vendor Laboratory utilized required test methods for all analyses
Vendor Laboratory met all requested Reporting Limits (RL)
QC Results reviewed for outlying recovery values
Case Narrative:
7-18-17
Page 2 of 18

Appendix A 

Chain of Custody Forms 

7-18-17
Page 3 of 18
Chain of Custody
Peggy Kendall
Customer Support
Duke Energy Central Lab
13339 Hagers Ferry Road
Hunterville, NC 28078 United States
Email: [e-mail]
Main: 980-875-5848
RJLee Group, Inc.
350 Hochberg Road
Monroeville, PA 15146 United States
Main: 724-325-1776 Fax: [phone]
Relinquished To:Received From:
RJ Lee Group Work Order #: AOH1046032-0
Project Name/Case #: Sutton PLM Testing
Supersedes: Form FOR-002A Rev. 03Original Issue: 09/16/2005
Effective Date: May 2014
Approved By: Quality Assurance
Form A FOR.002.4
Page 1 of 3
Sample ID Client Sample ID Date Received
10410940 2017023205 07/11/2017 10:50 AM EDT
10410941 2017023206 07/11/2017 10:50 AM EDT
10410942 2017023207 07/11/2017 10:50 AM EDT
10410943 2017023208 07/11/2017 10:50 AM EDT
10410944 2017023209 07/11/2017 10:50 AM EDT
10410945 2017023210 07/11/2017 10:50 AM EDT
10410946 2017023211 07/11/2017 10:50 AM EDT
10410947 2017023212 07/11/2017 10:50 AM EDT
10410948 2017023213 07/11/2017 10:50 AM EDT
10410949 2017023214 07/11/2017 10:50 AM EDT
10410950 2017023215 07/11/2017 10:50 AM EDT
10410951 2017023216 07/11/2017 10:50 AM EDT
10410952 2017023217 07/11/2017 10:50 AM EDT
10410953 2017023218 07/11/2017 10:50 AM EDT
10410954 2017023219 07/11/2017 10:50 AM EDT
10410955 2017023220 07/11/2017 10:50 AM EDT
10410956 2017023221 07/11/2017 10:50 AM EDT
10410957 2017023222 07/11/2017 10:50 AM EDT
10410958 2017023223 07/11/2017 10:50 AM EDT
10410959 2017023224 07/11/2017 10:50 AM EDT
10410960 2017023225 07/11/2017 10:50 AM EDT
10410961 2017023226 07/11/2017 10:50 AM EDT
10410962 2017023227 07/11/2017 10:50 AM EDT
10410963 2017023228 07/11/2017 10:50 AM EDT
10410964 2017023229 07/11/2017 10:50 AM EDT
10410965 2017023230 07/11/2017 10:50 AM EDT
10410966 2017023231 07/11/2017 10:50 AM EDT
10410967 2017023232 07/11/2017 10:50 AM EDT
10410968 2017023233 07/11/2017 10:50 AM EDT
350 Hochberg Road, Monroeville, PA 15146
Phone: [phone] | Fax: [phone]Jul 11, 2017 2:48 PM EDT Page 1 of 3
7-18-17
Page 4 of 18
Sample ID Client Sample ID Date Received
10410969 2017023234 07/11/2017 10:50 AM EDT
10410970 2017023235 07/11/2017 10:50 AM EDT
10410971 2017023236 07/11/2017 10:50 AM EDT
10410972 2017023237 07/11/2017 10:50 AM EDT
10410973 2017023238 07/11/2017 10:50 AM EDT
10410974 2017023239 07/11/2017 10:50 AM EDT
10410975 2017023240 07/11/2017 10:50 AM EDT
10410976 2017023241 07/11/2017 10:50 AM EDT
10410977 2017023242 07/11/2017 10:50 AM EDT
10410978 2017023243 07/11/2017 10:50 AM EDT
10410979 2017023244 07/11/2017 10:50 AM EDT
10410980 2017023245 07/11/2017 10:50 AM EDT
10410981 2017023246 07/11/2017 10:50 AM EDT
10410982 2017023247 07/11/2017 10:50 AM EDT
10410983 2017023248 07/11/2017 10:50 AM EDT
10410984 2017023249 07/11/2017 10:50 AM EDT
10410985 2017023250 07/11/2017 10:50 AM EDT
10410986 2017023251 07/11/2017 10:50 AM EDT
10410987 2017023252 07/11/2017 10:50 AM EDT
10410988 2017023253 07/11/2017 10:50 AM EDT
10410989 2017023254 07/11/2017 10:50 AM EDT
10410990 2017023255 07/11/2017 10:50 AM EDT
10410991 2017023256 07/11/2017 10:50 AM EDT
10410992 2017023257 07/11/2017 10:50 AM EDT
10410993 2017023258 07/11/2017 10:50 AM EDT
10410994 2017023259 07/11/2017 10:50 AM EDT
10410995 2017023260 07/11/2017 10:50 AM EDT
10410996 2017023261 07/11/2017 10:50 AM EDT
10410997 QC01_2017023214 07/11/2017 10:50 AM EDT
10410998 QC02_2017023224 07/11/2017 10:50 AM EDT
10410999 QC03_2017023234 07/11/2017 10:50 AM EDT
10411000 QC04_2017023244 07/11/2017 10:50 AM EDT
10411001 QC05_2017023254 07/11/2017 10:50 AM EDT
350 Hochberg Road, Monroeville, PA 15146
Phone: [phone] | Fax: [phone]Jul 11, 2017 2:48 PM EDT Page 2 of 3
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Received From:Peggy Kendall Method of Shipment: Federal Express
Company:Duke Energy Central Lab Date:07/11/2017
Received By:Monica Carse Package Condition Upon Receipt:Sealed
Company:RJ Lee Group, Inc.Date:07/11/2017
Relinquished Method of Shipment:
Company: Date:
Package Condition Upon Receipt:
Company: Date:
Received By:
Relinquished Method of Shipment:
Company: Date:
Received By:Package Condition Upon Receipt:
Company: Date:
350 Hochberg Road, Monroeville, PA 15146
Phone: [phone] | Fax: [phone]Jul 11, 2017 2:48 PM EDT Page 3 of 3
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Appendix B 

Mineral Identification Report 

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Mineral Identification Polarized Light Microscopy (PLM) Laboratory Report Peggy Kendall Duke Energy Central Lab 13339 Hagers Ferry Road Hunterville, NC 28078 United States Email: [e-mail] Main: 980-875-5848 Report Date: Sample Received Date: Purchase Order: Customer COC: RJLG Project: Analytical Method: 07/17/2017 07/11/2017 AOH1046032-0 J17070211 / 5021798 Fly Ash Determination by PLM J17070211 Date Collected Area % Fly Ash Date Analyzed Customer Sample # : Comments RJLG ID Non-Fly Ash Components 2017023205 07/16/2017 10410940 06/29/2017 19% Gray Coarse Grain Sediment. Opaques Quartz 2017023206 07/13/2017 10410941 06/29/2017 ND Tan Coarse Grain Sediment. Opaques Quartz 2017023207 07/12/2017 10410942 06/29/2017 ND Tan Coarse Grain Sediment. Opaques Quartz 2017023208 07/17/2017 10410943 06/29/2017 ND Tan Coarse Grain Sediment. Opaques Quartz 2017023209 07/12/2017 10410944 06/29/2017 ND Tan Coarse Grain Sediment. Opaques Quartz 2017023210 07/12/2017 10410945 06/29/2017 ND Beige Coarse Grain Sediment. Opaques Quartz 2017023211 07/12/2017 10410946 06/29/2017 1% Beige Coarse Grain Sediment. Opaques Quartz 2017023212 07/12/2017 10410947 06/30/2017 1% Tan Coarse Grain Sediment. Opaques Quartz 2017023213 07/12/2017 10410948 06/30/2017 2% Tan Coarse Grain Sediment. Opaques Quartz 2017023214 07/12/2017 10410949 06/29/2017 ND Beige Coarse Grain Sediment. Opaques Quartz 6 Page 1 of AOH1046032-0 350 Hochberg Road, Monroeville, PA 15146 | Phone: [phone] | Fax: [phone] Page 13 of 18
Date Collected Area % Fly Ash Date Analyzed Customer Sample # : Comments RJLG ID Non-Fly Ash Components 2017023215 07/12/2017 10410950 06/30/2017 ND Tan Coarse Grain Sediment. Opaques Quartz 2017023216 07/12/2017 10410951 06/30/2017 ND Tan Coarse Grain Sediment. Opaques Quartz 2017023217 07/13/2017 10410952 06/30/2017 3% Tan Coarse Grain Sediment. Opaques Quartz 2017023218 07/12/2017 10410953 06/30/2017 ND Beige Coarse Grain Sediment. Opaques Quartz 2017023219 07/12/2017 10410954 07/06/2017 10% Gray Fine Grain Sediment Opaques Quartz 2017023220 07/13/2017 10410955 07/06/2017 ND Tan Coarse Grain Sediment. Opaques Quartz 2017023221 07/12/2017 10410956 07/06/2017 1% White Coarse Grain Sediment Feldspar Quartz 2017023222 07/12/2017 10410957 07/06/2017 1% Tan coarse grain sediment Feldspar Opaques Quartz 2017023223 07/12/2017 10410958 07/06/2017 ND Brown coarse grain sediment Feldspar Opaques Quartz 2017023224 07/12/2017 10410959 07/07/2017 1% Brown fine grain sediment Clay Opaques Quartz 2017023225 07/12/2017 10410960 07/07/2017 1% Tan coarse grain sediment Feldspar Opaques Quartz 2017023226 07/12/2017 10410961 07/07/2017 1% Tan coarse grain sediment Feldspar Opaques Quartz 2017023227 07/12/2017 10410962 07/07/2017 ND Tan coarse grain sediment Opaques Quartz 6 Page 2 of AOH1046032-0 350 Hochberg Road, Monroeville, PA 15146 | Phone: [phone] | Fax: [phone] Page 14 of 18
Date Collected Area % Fly Ash Date Analyzed Customer Sample # : Comments RJLG ID Non-Fly Ash Components 2017023228 07/12/2017 10410963 07/07/2017 12% Brown coarse grain sediment Feldspar Opaques Quartz 2017023229 07/12/2017 10410964 07/07/2017 ND Tan coarse grain sediment Feldspar Opaques Quartz 2017023230 07/12/2017 10410965 07/07/2017 1% Tan coarse grain sediment Feldspar Opaques Quartz 2017023231 07/14/2017 10410966 07/07/2017 4% Tan Fine Grain Sediment Opaques Quartz 2017023232 07/14/2017 10410967 06/26/2017 1% Tan Coarse Grain Sediment Opaques Quartz 2017023233 07/14/2017 10410968 06/26/2017 ND Gray Fine Grain Sediment Opaques Quartz 2017023234 07/14/2017 10410969 06/26/2017 ND Tan Coarse Grain Sediment Opaques Quartz 2017023235 07/14/2017 10410970 06/27/2017 ND Tan Coarse Grain Sediment Opaques Quartz 2017023236 07/17/2017 10410971 06/27/2017 1% Beige Coarse Grain Sediment. Opaques Quartz 2017023237 07/16/2017 10410972 06/27/2017 ND Tan Coarse Grain Sediment. Opaques Quartz 2017023238 07/14/2017 10410973 06/27/2017 ND Tan Coarse Grain Sediment Opaques Quartz 2017023239 07/17/2017 10410974 06/27/2017 8% Beige Coarse Grain Sediment. Opaques Quartz 2017023240 07/16/2017 10410975 06/28/2017 1% Gray Coarse Grain Sediment. Clay Opaques Quartz Coal 6 Page 3 of AOH1046032-0 350 Hochberg Road, Monroeville, PA 15146 | Phone: [phone] | Fax: [phone] Page 15 of 18
Date Collected Area % Fly Ash Date Analyzed Customer Sample # : Comments RJLG ID Non-Fly Ash Components 2017023241 07/14/2017 10410976 06/28/2017 2% Tan Fine Grain Sediment Opaques Quartz 2017023242 07/16/2017 10410977 06/28/2017 63% Gray Coarse Grain Sediment. Opaques Quartz 2017023243 07/13/2017 10410978 06/28/2017 ND Tan coarse grain sediment Feldspar Mica Opaques Quartz 2017023244 07/13/2017 10410979 06/28/2017 1% Tan coarse grain sediment Feldspar Mica Opaques Quartz 2017023245 07/14/2017 10410980 06/28/2017 ND Gray Coarse Grain Sediment Opaques Quartz 2017023246 07/12/2017 10410981 06/29/2017 ND Beige Coarse Grain Sediment. Opaques Quartz 2017023247 07/16/2017 10410982 06/26/2017 ND Beige Coarse Grain Sediment. Opaques Quartz 2017023248 07/12/2017 10410983 06/26/2017 ND Brown Fine Grain Sediment Clay Opaques Quartz 2017023249 07/16/2017 10410984 06/26/2017 ND Beige Coarse Grain Sediment. Opaques Quartz 2017023250 07/12/2017 10410985 06/26/2017 2% Beige Coarse Grain Sediment. Opaques Quartz 2017023251 07/12/2017 10410986 06/27/2017 4% Light Gray Coarse Grain Sediment Clay Opaques Quartz 2017023252 07/12/2017 10410987 06/27/2017 1% Light Brown Coarse Grain Sediment Clay Opaques Quartz 6 Page 4 of AOH1046032-0 350 Hochberg Road, Monroeville, PA 15146 | Phone: [phone] | Fax: [phone] Page 16 of 18
Date Collected Area % Fly Ash Date Analyzed Customer Sample # : Comments RJLG ID Non-Fly Ash Components 2017023253 07/12/2017 10410988 06/28/2017 6% Brown Coarse Grain Sediment Clay Opaques Quartz 2017023254 07/12/2017 10410989 06/28/2017 2% Light Brown Coarse Grain Sediment Clay Opaques Quartz 2017023255 07/12/2017 10410990 06/28/2017 ND Light Brown Coarse Grain Sediment Opaques Quartz 2017023256 07/12/2017 10410991 06/28/2017 1% Light Brown Coarse Grain Sediment Opaques Quartz 2017023257 07/12/2017 10410992 06/28/2017 ND Light Brown Fine Grain Sediment Opaques Quartz 2017023258 07/12/2017 10410993 06/29/2017 51% Light Gray Fine Grain Sediment Clay Opaques Quartz 2017023259 07/13/2017 10410994 06/29/2017 ND Tan Coarse Grain Sediment. Opaques Quartz 2017023260 07/12/2017 10410995 06/29/2017 39% Gray Coarse Grain Sediment. Opaques Quartz 2017023261 07/13/2017 10410996 06/29/2017 ND Beige Coarse Grain Sediment. Opaques Quartz QC01_2017023214 07/14/2017 10410997 06/29/2017 ND Light Beige Coarse Grain Sediment. NA QC02_2017023224 07/14/2017 10410998 07/07/2017 4% Gray Fine Grain Sediment. NA QC03_2017023234 07/14/2017 10410999 06/26/2017 ND Beige Coarse Grain Sediment. NA QC04_2017023244 07/14/2017 10411000 06/28/2017 2% Beige Coarse Grain Sediment. NA QC05_2017023254 07/17/2017 10411001 06/28/2017 3% Light Gray Fine Grain Sediment. NA 6 Page 5 of AOH1046032-0 350 Hochberg Road, Monroeville, PA 15146 | Phone: [phone] | Fax: [phone] Page 17 of 18
  * Samples will be returned to client immediately upon the release of final report. * These results are submitted pursuant to RJ Lee Group’s current terms and conditions of sale, including the company’s standard warranty and limitation of liability provisions. No responsibility or liability is assumed for the manner in which these results are used or interpreted. * This test report relates to the items tested. * Any reproduction of this document must include the entire document in order for the report to be valid. * This report may not be used to claim product endorsement by NVLAP Lab Code 101208-0 or any agency of the U.S. Government. * Sample(s) for this project were analyzed at our: Monroeville, PA (AIHA # 100364, NVLAP # 101208-0, NY ELAP # 10884) facility. * If RJ Lee Group, Inc. did not collect the samples analyzed, the verifiability of the laboratory’s results is limited to the reported values. * For the purposes of this method, Fly Ash is defined as any particle consistent with Coal Ash. * The method reporting level is 1% and anything <1% is considered a not-detected. Quartz – Angular anisotropic particulate with low relief. Feldspar – Angular to blocky anisotropic particulate, low to moderate relief, biaxial, can have polysynthetic twinning. Clay – Sheet silicates with polycrystalline or display non-uniform extinction with low to moderate relief, and zero to low birefringence. Clay also refers to particles that are less than 2.0 microns. Opaques – Opaque is a generic term for a particle that does not transmit light. Opaque minerals are distinguished from opaque bottom ash based on morphology of fracture. Fly Ash – Isotropic to opaque spheres, agglomeration of spheres, and angular ash particles. Organic Particulate – Pollen, plant and insect matter, and carbonaceous matter. Carbonates – High birefringent, can be rhombohedral, with high relief. Diatoms – Silica rich isotropic particles with various morphologies. Mica – Sheet silicate with moderate to high relief and low birefringence, mono-crystalline, and normal extinction. Miscellaneous Silicate – Isotropic and anisotropic silicates, with low to high relief, identification unsure and beyond the scope of the method to identify. Amphibole – Elongated anisotropic particulate with moderate to high relief. Coal – Irregular to angular particles with moderate opacity, edges and thin particles are reddish brown in color. <1% Fly Ash – Fly Ash observed, none counted. ND – No Fly Ash detected. 6 Page 6 of AOH1046032-0 350 Hochberg Road, Monroeville, PA 15146 | Phone: [phone] | Fax: [phone] Disclaimer Notes 7-18-17 Page 18 of 18
13339 Hagers Ferry Road
Huntersville, NC 28078-7929
McGuire Nuclear Complex - MG03A2
Phone: [phone] Fax: [phone]
Vendor QC Data Review
Summary Report
Analytical Laboratory
Order Number:J17070426
Project Name:SUTTON - PLM TESTING
Lab Contact:Peggy Kendall
Customer Name(s):Daniel Atkinson, Weston Shin
Phone:[phone]
Report Authorized By:
(Signature)
Program Comments:
No QC issues found during vendor QC data review.
Please review all vendor data for case narratives with explanations of quality control failures and data qualifiers.
Any analytical tests or individual analytes within a test flagged with a qualifier indicate a deviation from the method quality
system or quality control requirement. Certified vendor results and QC qualifiers can be found in the vendor lab final report.
This report shall not be reproduced, except in full, without the written consent of the Analytical Laboratory.
Vendor Data Review Criteria:
This vendor data package has been reviewed at the Duke Analytical Laboratory for the following applicable criteria:

Required QC samples collected and analyzed
Required tests performed for all samples
Vendor Laboratory utilized required test methods for all analyses
Vendor Laboratory met all requested Reporting Limits (RL)
QC Results reviewed for outlying recovery values
Case Narrative:
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Appendix A 

Chain of Custody Forms 

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Chain of Custody
Peggy Kendall
Customer Support
Duke Energy Central Lab
13339 Hagers Ferry Road
Hunterville, NC 28078 United States
Email: [e-mail]
Main: 980-875-5848
RJLee Group, Inc.
350 Hochberg Road
Monroeville, PA 15146 United States
Main: 724-325-1776 Fax: [phone]
Relinquished To:Received From:
RJ Lee Group Work Order #: AOH1046104-0
Project Name/Case #: Sutton PLM Testing
Supersedes: Form FOR-002A Rev. 03Original Issue: 09/16/2005
Effective Date: May 2014
Approved By: Quality Assurance
Form A FOR.002.4
Page 1 of 3
Sample ID Client Sample ID Date Received
10411280 2017024257 07/18/2017 7:29 AM EDT
10411281 2017024258 07/18/2017 7:29 AM EDT
10411282 2017024259 07/18/2017 7:29 AM EDT
10411283 2017024260 07/18/2017 7:29 AM EDT
10411284 2017024261 07/18/2017 7:29 AM EDT
10411285 2017024262 07/18/2017 7:29 AM EDT
10411286 2017024263 07/18/2017 7:29 AM EDT
10411287 2017024264 07/18/2017 7:29 AM EDT
10411288 2017024265 07/18/2017 7:29 AM EDT
10411289 2017024266 07/18/2017 7:29 AM EDT
10411290 2017024267 07/18/2017 7:29 AM EDT
10411291 2017024268 07/18/2017 7:29 AM EDT
10411292 2017024269 07/18/2017 7:29 AM EDT
10411293 2017024270 07/18/2017 7:29 AM EDT
10411294 2017024271 07/18/2017 7:29 AM EDT
10411295 2017024272 07/18/2017 7:29 AM EDT
10411296 2017024273 07/18/2017 7:29 AM EDT
10411297 2017024274 07/18/2017 7:29 AM EDT
10411298 2017024275 07/18/2017 7:29 AM EDT
10411299 2017024276 07/18/2017 7:29 AM EDT
10411300 2017024277 07/18/2017 7:29 AM EDT
10411301 2017024278 07/18/2017 7:29 AM EDT
10411302 2017024279 07/18/2017 7:29 AM EDT
10411303 2017024280 07/18/2017 7:29 AM EDT
10411304 2017024281 07/18/2017 7:29 AM EDT
10411305 2017024282 07/18/2017 7:29 AM EDT
10411306 2017024283 07/18/2017 7:29 AM EDT
10411307 2017024284 07/18/2017 7:29 AM EDT
10411308 2017024285 07/18/2017 7:29 AM EDT
350 Hochberg Road, Monroeville, PA 15146
Phone: [phone] | Fax: [phone]Jul 18, 2017 9:58 AM EDT Page 1 of 3
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Sample ID Client Sample ID Date Received
10411309 2017024286 07/18/2017 7:29 AM EDT
10411310 2017024287 07/18/2017 7:29 AM EDT
10411311 2017024288 07/18/2017 7:29 AM EDT
10411312 2017024289 07/18/2017 7:29 AM EDT
10411313 2017024290 07/18/2017 7:29 AM EDT
10411314 2017024291 07/18/2017 7:29 AM EDT
10411315 2017024292 07/18/2017 7:29 AM EDT
10411316 2017024293 07/18/2017 7:29 AM EDT
10411317 2017024294 07/18/2017 7:29 AM EDT
10411318 2017024295 07/18/2017 7:29 AM EDT
10411319 2017024296 07/18/2017 7:29 AM EDT
10411320 2017024297 07/18/2017 7:29 AM EDT
10411321 2017024298 07/18/2017 7:29 AM EDT
10411322 2017024299 07/18/2017 7:29 AM EDT
10411323 2017024300 07/18/2017 7:29 AM EDT
10411324 2017024301 07/18/2017 7:29 AM EDT
10411325 2017024302 07/18/2017 7:29 AM EDT
10411326 2017024303 07/18/2017 7:29 AM EDT
10411327 2017024304 07/18/2017 7:29 AM EDT
10411328 2017024305 07/18/2017 7:29 AM EDT
10411329 2017024306 07/18/2017 7:29 AM EDT
10411330 2017024307 07/18/2017 7:29 AM EDT
10411331 2017024308 07/18/2017 7:29 AM EDT
10411332 2017024309 07/18/2017 7:29 AM EDT
10411333 2017024310 07/18/2017 7:29 AM EDT
10411334 2017024311 07/18/2017 7:29 AM EDT
10411335 2017024312 07/18/2017 7:29 AM EDT
10411336 QC01_2017024266 07/18/2017 7:29 AM EDT
10411337 QC02_2017024276 07/18/2017 7:29 AM EDT
10411338 QC03_2017024286 07/18/2017 7:29 AM EDT
10411339 QC04_2017024296 07/18/2017 7:29 AM EDT
10411340 QC05_2017024306 07/18/2017 7:29 AM EDT
350 Hochberg Road, Monroeville, PA 15146
Phone: [phone] | Fax: [phone]Jul 18, 2017 9:58 AM EDT Page 2 of 3
7-25-17
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Received From:Peggy Kendall Method of Shipment: Federal Express
Company:Duke Energy Central Lab Date:07/18/2017
Received By:Monica Carse Package Condition Upon Receipt:Sealed
Company:RJ Lee Group, Inc.Date:07/18/2017
Relinquished Method of Shipment:
Company: Date:
Package Condition Upon Receipt:
Company: Date:
Received By:
Relinquished Method of Shipment:
Company: Date:
Received By:Package Condition Upon Receipt:
Company: Date:
350 Hochberg Road, Monroeville, PA 15146
Phone: [phone] | Fax: [phone]Jul 18, 2017 9:58 AM EDT Page 3 of 3
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Appendix B 

Mineral Identification Report 

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Mineral Identification Polarized Light Microscopy (PLM) Laboratory Report Peggy Kendall Duke Energy Central Lab 13339 Hagers Ferry Road Hunterville, NC 28078 United States Email: [e-mail] Main: 980-875-5848 Report Date: Sample Received Date: Purchase Order: Customer COC: RJLG Project: Analytical Method: 07/24/2017 07/18/2017 AOH1046104-0 J17070426 / 5021798 Fly Ash Determination by PLM J17070426 Date Collected Area % Fly Ash Date Analyzed Customer Sample # : Comments RJLG ID Non-Fly Ash Components 2017024257 07/19/2017 10411280 07/10/2017 4% Brown coarse grain sediment Opaques Quartz 2017024258 07/19/2017 10411281 07/10/2017 ND Tan coarse grain sediment Feldspar Opaques Quartz 2017024259 07/19/2017 10411282 07/10/2017 ND Tan coarse grain sediment Feldspar Opaques Quartz 2017024260 07/19/2017 10411283 07/10/2017 10% Brown fine grain sediment Clay Mica Opaques Quartz 2017024261 07/19/2017 10411284 07/11/2017 26% Brown fine grain sediment Clay Diatoms Mica Opaques Quartz 2017024262 07/19/2017 10411285 07/11/2017 8% Brown coarse grain sediment Mica Opaques Quartz 6 Page 1 of AOH1046104-0 350 Hochberg Road, Monroeville, PA 15146 | Phone: [phone] | Fax: [phone] Page 13 of 18
Date Collected Area % Fly Ash Date Analyzed Customer Sample # : Comments RJLG ID Non-Fly Ash Components 2017024263 07/19/2017 10411286 07/11/2017 3% Tan coarse grain sediment Carbonate Opaques Quartz 2017024264 07/19/2017 10411287 07/12/2017 2% White Coarse Grain Sediment Clay Opaques Quartz Coal 2017024265 07/19/2017 10411288 07/12/2017 3% Gray Coarse Grain Sediment Clay Opaques Quartz Coal 2017024266 07/19/2017 10411289 07/12/2017 ND Gray Coarse Grain Sediment. Carbonate Opaques Quartz 2017024267 07/19/2017 10411290 07/13/2017 ND Beige Coarse Grain Sediment. Opaques Quartz 2017024268 07/19/2017 10411291 07/13/2017 1% Beige Coarse Grain Sediment. Opaques Quartz 2017024269 07/19/2017 10411292 07/13/2017 1% Beige Coarse Grain Sediment. Opaques Quartz 2017024270 07/23/2017 10411293 07/14/2017 ND Tan Coarse Grain Sediment. Quartz 2017024271 07/19/2017 10411294 07/14/2017 ND Beige Coarse Grain Sediment. Opaques Quartz 2017024272 07/19/2017 10411295 07/14/2017 ND Brown Coarse Grain Sediment. Opaques Quartz 2017024273 07/19/2017 10411296 07/14/2017 4% Beige Coarse Grain Sediment. Quartz 2017024274 07/23/2017 10411297 07/14/2017 ND Beige Coarse Grain Sediment. Opaques Quartz 2017024275 07/23/2017 10411298 07/14/2017 ND Brown Coarse Grain Sediment. Quartz 2017024276 07/23/2017 10411299 07/14/2017 ND Brown Coarse Grain Sediment. Quartz 6 Page 2 of AOH1046104-0 350 Hochberg Road, Monroeville, PA 15146 | Phone: [phone] | Fax: [phone] Page 14 of 18
Date Collected Area % Fly Ash Date Analyzed Customer Sample # : Comments RJLG ID Non-Fly Ash Components 2017024277 07/20/2017 10411300 07/14/2017 1% Tan Coarse Grain Sediment Opaques Quartz 2017024278 07/24/2017 10411301 07/14/2017 ND Beige Coarse Grain Sediment. Quartz 2017024279 07/23/2017 10411302 07/14/2017 ND Beige Coarse Grain Sediment. Opaques Quartz 2017024280 07/19/2017 10411303 07/14/2017 ND Beige Coarse Grain Sediment. Quartz 2017024281 07/19/2017 10411304 07/14/2017 ND Beige Coarse Grain Sediment. Opaques Quartz 2017024282 07/19/2017 10411305 07/14/2017 ND Beige Coarse Grain Sediment. Quartz 2017024283 07/19/2017 10411306 07/10/2017 2% Light Brown Coarse Grain Sediment Clay Opaques Quartz 2017024284 07/19/2017 10411307 07/10/2017 24% Light Gray Fine Grain Sediment Clay Opaques Quartz Coal 2017024285 07/19/2017 10411308 07/10/2017 ND Tan Coarse Grain Sediment Opaques Quartz 2017024286 07/20/2017 10411309 07/11/2017 1% Tan Fine Grain Sediment Opaques Quartz 2017024287 07/20/2017 10411310 07/11/2017 2% Gray Fine Grain Sediment Opaques Quartz 2017024288 07/19/2017 10411311 07/11/2017 ND White Coarse Grain Sediment Opaques Quartz 2017024289 07/19/2017 10411312 07/11/2017 ND White Fine Grain Sediment Opaques Quartz 2017024290 07/19/2017 10411313 07/11/2017 ND White Coarse Grain Sediment Opaques Quartz 2017024291 07/19/2017 10411314 07/11/2017 ND White Coarse Grain Sediment Opaques Quartz 6 Page 3 of AOH1046104-0 350 Hochberg Road, Monroeville, PA 15146 | Phone: [phone] | Fax: [phone] Page 15 of 18
Date Collected Area % Fly Ash Date Analyzed Customer Sample # : Comments RJLG ID Non-Fly Ash Components 2017024292 07/19/2017 10411315 07/12/2017 ND White Coarse Grain Sediment Opaques Quartz 2017024293 07/19/2017 10411316 07/12/2017 ND White Coarse Grain Sediment Opaques Quartz 2017024294 07/20/2017 10411317 07/12/2017 ND Tan coarse grain sediment Opaques Organic Particulate Quartz 2017024295 07/20/2017 10411318 07/12/2017 1% Brown coarse grain sediment Feldspar Opaques Quartz 2017024296 07/20/2017 10411319 07/12/2017 ND White Coarse Grain Sediment Opaques Quartz 2017024297 07/20/2017 10411320 07/12/2017 35% Brown fine grain sediment Opaques Quartz 2017024298 07/20/2017 10411321 07/12/2017 1% White Coarse Grain Sediment Clay Opaques Quartz Coal 2017024299 07/20/2017 10411322 07/12/2017 1% White Fine Grain Sediment Clay Opaques Quartz Coal 2017024300 07/24/2017 10411323 07/12/2017 ND Beige Coarse Grain Sediment. Quartz 2017024301 07/24/2017 10411324 07/12/2017 ND Beige Coarse Grain Sediment. Quartz 2017024302 07/20/2017 10411325 07/13/2017 ND Beige Coarse Grain Sediment. Opaques Quartz 2017024303 07/20/2017 10411326 07/13/2017 ND White Coarse Grain Sediment Opaques Quartz 2017024304 07/24/2017 10411327 07/13/2017 ND Beige Coarse Grain Sediment. Quartz 2017024305 07/20/2017 10411328 07/13/2017 14% Brown coarse grain sediment Opaques Quartz 6 Page 4 of AOH1046104-0 350 Hochberg Road, Monroeville, PA 15146 | Phone: [phone] | Fax: [phone] Page 16 of 18
Date Collected Area % Fly Ash Date Analyzed Customer Sample # : Comments RJLG ID Non-Fly Ash Components 2017024306 07/20/2017 10411329 07/13/2017 4% Brown Fine Grain Sediment Clay Opaques Quartz Coal 2017024307 07/20/2017 10411330 07/13/2017 ND Beige Coarse Grain Sediment. Quartz 2017024308 07/23/2017 10411331 07/13/2017 25% Gray Coarse Grain Sediment. Opaques Quartz 2017024309 07/20/2017 10411332 07/13/2017 5% Tan coarse grain sediment Feldspar Opaques Quartz 2017024310 07/20/2017 10411333 07/14/2017 1% Brown Coarse Grain Sediment. Opaques Quartz Coal 2017024311 07/20/2017 10411334 07/14/2017 ND Beige Coarse Grain Sediment. Quartz 2017024312 07/24/2017 10411335 07/14/2017 ND Brown Coarse Grain Sediment. Quartz QC01_2017024266 07/24/2017 10411336 07/12/2017 1% Gray Fine Grain Sediment NA QC02_2017024276 07/24/2017 10411337 07/14/2017 2% Brown Coarse Grain Sediment NA QC03_2017024286 07/20/2017 10411338 07/11/2017 1% Gray Fine Grain Sediment. NA QC04_2017024296 07/20/2017 10411339 07/12/2017 4% Light Beige Coarse Grain Sediment. NA QC05_2017024306 07/24/2017 10411340 07/13/2017 1% Beige Coarse Grain Sediment. NA 6 Page 5 of AOH1046104-0 350 Hochberg Road, Monroeville, PA 15146 | Phone: [phone] | Fax: [phone] Page 17 of 18
  * Samples will be returned to client immediately upon the release of final report. * These results are submitted pursuant to RJ Lee Group’s current terms and conditions of sale, including the company’s standard warranty and limitation of liability provisions. No responsibility or liability is assumed for the manner in which these results are used or interpreted. * This test report relates to the items tested. * Any reproduction of this document must include the entire document in order for the report to be valid. * This report may not be used to claim product endorsement by NVLAP Lab Code 101208-0 or any agency of the U.S. Government. * Sample(s) for this project were analyzed at our: Monroeville, PA (AIHA # 100364, NVLAP # 101208-0, NY ELAP # 10884) facility. * If RJ Lee Group, Inc. did not collect the samples analyzed, the verifiability of the laboratory’s results is limited to the reported values. * For the purposes of this method, Fly Ash is defined as any particle consistent with Coal Ash. * The method reporting level is 1% and anything <1% is considered a not-detected. Quartz – Angular anisotropic particulate with low relief. Feldspar – Angular to blocky anisotropic particulate, low to moderate relief, biaxial, can have polysynthetic twinning. Clay – Sheet silicates with polycrystalline or display non-uniform extinction with low to moderate relief, and zero to low birefringence. Clay also refers to particles that are less than 2.0 microns. Opaques – Opaque is a generic term for a particle that does not transmit light. Opaque minerals are distinguished from opaque bottom ash based on morphology of fracture. Fly Ash – Isotropic to opaque spheres, agglomeration of spheres, and angular ash particles. Organic Particulate – Pollen, plant and insect matter, and carbonaceous matter. Carbonates – High birefringent, can be rhombohedral, with high relief. Diatoms – Silica rich isotropic particles with various morphologies. Mica – Sheet silicate with moderate to high relief and low birefringence, mono-crystalline, and normal extinction. Miscellaneous Silicate – Isotropic and anisotropic silicates, with low to high relief, identification unsure and beyond the scope of the method to identify. Amphibole – Elongated anisotropic particulate with moderate to high relief. Coal – Irregular to angular particles with moderate opacity, edges and thin particles are reddish brown in color. <1% Fly Ash – Fly Ash observed, none counted. ND – No Fly Ash detected. 6 Page 6 of AOH1046104-0 350 Hochberg Road, Monroeville, PA 15146 | Phone: [phone] | Fax: [phone] Disclaimer Notes 7-25-17 Page 18 of 18
13339 Hagers Ferry Road
Huntersville, NC 28078-7929
McGuire Nuclear Complex - MG03A2
Phone: [phone] Fax: [phone]
Vendor QC Data Review
Summary Report
Analytical Laboratory
Order Number:J17070597
Project Name:SUTTON - PLM TESTING
Lab Contact:Peggy Kendall
Customer Name(s):Daniel Atkinson, Weston Shin
Phone:[phone]
Report Authorized By:
(Signature)
Program Comments:
No QC issues found during vendor QC data review.
Please review all vendor data for case narratives with explanations of quality control failures and data qualifiers.
Any analytical tests or individual analytes within a test flagged with a qualifier indicate a deviation from the method quality
system or quality control requirement. Certified vendor results and QC qualifiers can be found in the vendor lab final report.
This report shall not be reproduced, except in full, without the written consent of the Analytical Laboratory.
Vendor Data Review Criteria:
This vendor data package has been reviewed at the Duke Analytical Laboratory for the following applicable criteria:

Required QC samples collected and analyzed
Required tests performed for all samples
Vendor Laboratory utilized required test methods for all analyses
Vendor Laboratory met all requested Reporting Limits (RL)
QC Results reviewed for outlying recovery values
Case Narrative:

August 2, 2017

Peggy Kendall
Duke Energy Analytical Laboratory
13339 Hagers Ferry Rd.
Building 7405, MG30A2
Huntersville, NC 28078

RE: Duke Energy Project – J17070597
RJ Lee Group Project Number AOH1046204-0

Dear Ms. Kendall,

The RJ Lee Group, Inc. Monroeville laboratory received 58 samples on July 26, 2017 associated with
Duke Energy job number J17070597. The samples were logged into RJ Lee Group project number
AOH1046204-0 and assigned RJLG sample numbers as indicated in Appendix A.

The samples were received in good condition with all custody seals in place and intact. Attached in
Appendix A is the signed sample receipt confirmation form, COC, and sample receipt check list.

These results are submitted pursuant to RJ Lee Group’s current terms and conditions of sale, including
the company’s standard warranty and limitation of liability provisions. No responsibility or liability is
assumed for the manner in which the results are used or interpreted. Unless notified to return the
samples covered in this report, RJ Lee Group will store them for a period of ninety (90) days before
discarding.

Should you have any questions regarding this information, please do not hesitate to contact us.

Sincerely,

Bryan R. Bandli, PhD
Principal Investigator

Attachments: Chain of Custody Forms
Mineral Identification Report

8-2-17
Page 2 of 18

Appendix A

Chain of Custody Forms

8-2-17
Page 3 of 18
Chain of Custody
Peggy Kendall
Customer Support
Duke Energy Central Lab
13339 Hagers Ferry Road
Hunterville, NC 28078 United States
Email: [e-mail]
Main: 980-875-5848
RJLee Group, Inc.
350 Hochberg Road
Monroeville, PA 15146 United States
Main: 724-325-1776 Fax: [phone]
Relinquished To:Received From:
RJ Lee Group Work Order #: AOH1046204-0
Project Name/Case #: Sutton PLM Testing
Supersedes: Form FOR-002A Rev. 03Original Issue: 09/16/2005
Effective Date: May 2014
Approved By: Quality Assurance
Form A FOR.002.4
Page 1 of 3
Sample ID Client Sample ID Date Received
10411806 2017025310 07/26/2017 7:30 AM EDT
10411807 2017025311 07/26/2017 7:30 AM EDT
10411808 2017025312 07/26/2017 7:30 AM EDT
10411809 2017025313 07/26/2017 7:30 AM EDT
10411810 2017025314 07/26/2017 7:30 AM EDT
10411811 2017025315 07/26/2017 7:30 AM EDT
10411812 2017025316 07/26/2017 7:30 AM EDT
10411813 2017025317 07/26/2017 7:30 AM EDT
10411814 2017025318 07/26/2017 7:30 AM EDT
10411815 2017025319 07/26/2017 7:30 AM EDT
10411816 2017025320 07/26/2017 7:30 AM EDT
10411817 2017025321 07/26/2017 7:30 AM EDT
10411818 2017025322 07/26/2017 7:30 AM EDT
10411819 2017025323 07/26/2017 7:30 AM EDT
10411820 2017025324 07/26/2017 7:30 AM EDT
10411821 2017025325 07/26/2017 7:30 AM EDT
10411822 2017025326 07/26/2017 7:30 AM EDT
10411823 2017025327 07/26/2017 7:30 AM EDT
10411824 2017025328 07/26/2017 7:30 AM EDT
10411825 2017025329 07/26/2017 7:30 AM EDT
10411826 2017025330 07/26/2017 7:30 AM EDT
10411827 2017025331 07/26/2017 7:30 AM EDT
10411828 2017025332 07/26/2017 7:30 AM EDT
10411829 2017025333 07/26/2017 7:30 AM EDT
10411830 2017025334 07/26/2017 7:30 AM EDT
10411831 2017025335 07/26/2017 7:30 AM EDT
10411832 2017025336 07/26/2017 7:30 AM EDT
10411833 2017025337 07/26/2017 7:30 AM EDT
10411834 2017025338 07/26/2017 7:30 AM EDT
350 Hochberg Road, Monroeville, PA 15146
Phone: [phone] | Fax: [phone]Jul 26, 2017 1:56 PM EDT Page 1 of 3
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Page 4 of 18
Sample ID Client Sample ID Date Received
10411835 2017025339 07/26/2017 7:30 AM EDT
10411836 2017025340 07/26/2017 7:30 AM EDT
10411837 2017025341 07/26/2017 7:30 AM EDT
10411838 2017025342 07/26/2017 7:30 AM EDT
10411839 2017025343 07/26/2017 7:30 AM EDT
10411840 2017025344 07/26/2017 7:30 AM EDT
10411841 2017025345 07/26/2017 7:30 AM EDT
10411842 2017025346 07/26/2017 7:30 AM EDT
10411843 2017025347 07/26/2017 7:30 AM EDT
10411844 2017025348 07/26/2017 7:30 AM EDT
10411845 2017025349 07/26/2017 7:30 AM EDT
10411846 2017025350 07/26/2017 7:30 AM EDT
10411847 2017025351 07/26/2017 7:30 AM EDT
10411848 2017025352 07/26/2017 7:30 AM EDT
10411849 2017025353 07/26/2017 7:30 AM EDT
10411850 2017025354 07/26/2017 7:30 AM EDT
10411851 2017025355 07/26/2017 7:30 AM EDT
10411852 2017025356 07/26/2017 7:30 AM EDT
10411853 2017025357 07/26/2017 7:30 AM EDT
10411854 2017025358 07/26/2017 7:30 AM EDT
10411855 2017025359 07/26/2017 7:30 AM EDT
10411856 2017025360 07/26/2017 7:30 AM EDT
10411857 2017025361 07/26/2017 7:30 AM EDT
10411858 2017025362 07/26/2017 7:30 AM EDT
10411859 2017025363 07/26/2017 7:30 AM EDT
10411860 2017025364 07/26/2017 7:30 AM EDT
10411861 2017025365 07/26/2017 7:30 AM EDT
10411862 2017025366 07/26/2017 7:30 AM EDT
10411863 2017025367 07/26/2017 7:30 AM EDT
10411864 QC01_2017025319 07/26/2017 7:30 AM EDT
10411865 QC02_2017025329 07/26/2017 7:30 AM EDT
10411866 QC03_2017025339 07/26/2017 7:30 AM EDT
10411867 QC04_2017025349 07/26/2017 7:30 AM EDT
10411868 QC05_2017025359 07/26/2017 7:30 AM EDT
10411869 QC06_2017025366 07/26/2017 7:30 AM EDT
350 Hochberg Road, Monroeville, PA 15146
Phone: [phone] | Fax: [phone]Jul 26, 2017 1:56 PM EDT Page 2 of 3
8-2-17
Page 5 of 18
Received From:Peggy Kendall Method of Shipment: Federal Express
Company:Duke Energy Central Lab Date:07/26/2017
Received By:Monica Carse Package Condition Upon Receipt:Sealed
Company:RJ Lee Group, Inc.Date:07/26/2017
Relinquished Method of Shipment:
Company: Date:
Package Condition Upon Receipt:
Company: Date:
Received By:
Relinquished Method of Shipment:
Company: Date:
Received By:Package Condition Upon Receipt:
Company: Date:
350 Hochberg Road, Monroeville, PA 15146
Phone: [phone] | Fax: [phone]Jul 26, 2017 1:56 PM EDT Page 3 of 3
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8-2-17 Page 11 of 18

Appendix B

Mineral Identification Report

8-2-17
Page 12 of 18
Mineral IdentificationPolarized Light Microscopy (PLM) Laboratory ReportPeggy KendallDuke Energy Central Lab13339 Hagers Ferry RoadHunterville, NC 28078 United StatesEmail: [e-mail]: 980-875-5848Report Date:Sample Received Date:Purchase Order:Customer COC:RJLG Project:Analytical Method:08/02/201707/26/2017AOH1046204-0J17070597 / 5021798Fly Ash Determination by PLMJ17070597DateCollectedArea %Fly AshDateAnalyzedCustomerSample # :CommentsRJLG IDNon-Fly AshComponents201702531007/31/20171041180607/17/2017 NDLight Brown Coarse Grain SedimentOpaquesQuartzCoal201702531107/28/20171041180707/17/2017 NDBeige Coarse Grain Sediment.OpaquesQuartz201702531207/28/20171041180807/17/2017 NDBrown Coarse Grain SedimentOpaquesQuartzCoal201702531307/28/20171041180907/17/2017 NDBrown Coarse Grain Sediment.Quartz201702531407/28/20171041181007/17/2017 27%Brown Coarse Grain Sediment.OpaquesQuartz201702531507/27/20171041181107/18/2017 3%Brown Coarse Grain SedimentClayMisc. SilicatesOpaquesQuartzCoal201702531607/28/20171041181207/18/2017 NDBrown Coarse Grain Sediment.Quartz6Page 1 ofAOH1046204-0350 Hochberg Road, Monroeville, PA 15146 | Phone: [phone] | Fax: [phone] Page 13 of 18
DateCollectedArea %Fly AshDateAnalyzedCustomerSample # :CommentsRJLG IDNon-Fly AshComponents201702531707/31/20171041181307/18/2017 NDBrown Fine Grain SedimentClayOpaquesQuartzCoal201702531807/30/20171041181407/18/2017 NDBrown Coarse Grain Sediment.Quartz201702531907/30/20171041181507/18/2017 NDBrown Coarse Grain Sediment.Quartz201702532007/30/20171041181607/18/2017 4%Beige Coarse Grain Sediment.OpaquesQuartz201702532107/28/20171041181707/19/2017 NDBrown Coarse Grain SedimentOpaquesQuartzCoal201702532207/27/20171041181807/19/2017 NDBrown Coarse Grain Sediment.OpaquesQuartz201702532307/27/20171041181907/19/2017 1%Light Brown Coarse Grain SedimentCarbonateClayOpaquesQuartzCoal201702532407/31/20171041182007/19/2017 2%Beige Coarse Grain Sediment.OpaquesQuartz201702532507/27/20171041182107/17/2017 24%Gray Coarse Grain Sediment.OpaquesQuartz201702532607/27/20171041182207/17/2017 NDTan Coarse Grain SedimentOpaquesQuartz201702532707/30/20171041182307/17/2017 3%Beige Coarse Grain Sediment.OpaquesQuartz201702532807/27/20171041182407/17/2017 NDWhite Coarse Grain SedimentOpaquesQuartz201702532907/28/20171041182507/17/2017 3%Beige Coarse Grain Sediment.OpaquesQuartz201702533007/28/20171041182607/17/2017 NDBeige Coarse Grain Sediment.Quartz6Page 2 ofAOH1046204-0350 Hochberg Road, Monroeville, PA 15146 | Phone: [phone] | Fax: [phone] Page 14 of 18
DateCollectedArea %Fly AshDateAnalyzedCustomerSample # :CommentsRJLG IDNon-Fly AshComponents201702533107/31/20171041182707/17/2017 NDTan Coarse Grain Sediment.Quartz201702533207/30/20171041182807/17/2017 NDBrown Coarse Grain Sediment.OpaquesQuartz201702533307/30/20171041182907/17/2017 NDBeige Coarse Grain Sediment.Quartz201702533407/28/20171041183007/18/2017 NDWhite Coarse Grain SedimentClayOpaquesQuartzCoal201702533507/28/20171041183107/18/2017 NDBeige Coarse Grain Sediment.OpaquesQuartz201702533607/28/20171041183207/18/2017 NDTan Coarse Grain Sediment.OpaquesQuartz201702533707/27/20171041183307/18/2017 NDBrown Coarse Grain SedimentClayOpaquesQuartzCoal201702533807/28/20171041183407/18/2017 NDWhite Coarse Grain SedimentOpaquesQuartzCoal201702533907/28/20171041183507/19/2017 NDLight Brown Coarse Grain SedimentClayOpaquesQuartzCoal201702534007/28/20171041183607/19/2017 NDWhite Coarse Grain SedimentOpaquesQuartzCoal201702534107/28/20171041183707/19/2017 NDBrown Coarse Grain Sediment.Quartz201702534207/28/20171041183807/19/2017 NDBeige Coarse Grain Sediment.Quartz201702534307/28/20171041183907/19/2017 NDWhite Coarse Grain SedimentOpaquesQuartzCoal6Page 3 ofAOH1046204-0350 Hochberg Road, Monroeville, PA 15146 | Phone: [phone] | Fax: [phone] Page 15 of 18
DateCollectedArea %Fly AshDateAnalyzedCustomerSample # :CommentsRJLG IDNon-Fly AshComponents201702534407/28/20171041184007/19/2017 NDBeige Coarse Grain Sediment.Quartz201702534507/27/20171041184107/19/2017 NDBeige Coarse Grain Sediment.Quartz201702534607/27/20171041184207/19/2017 3%Beige Coarse Grain Sediment.OpaquesQuartz201702534707/27/20171041184307/20/2017 3%Beige Coarse Grain Sediment.OpaquesQuartz201702534807/27/20171041184407/20/2017 NDLight Brown Fine Grain SedimentOpaquesOrganic ParticulateQuartz201702534907/27/20171041184507/20/2017 NDLight Brown Coarse Grain SedimentOpaquesQuartz201702535007/27/20171041184607/20/2017 NDLight Brown Fine Grain SedimentOpaquesQuartzCoal201702535107/27/20171041184707/20/2017 NDTan Coarse Grain SedimentOpaquesQuartz201702535207/27/20171041184807/21/2017 NDBrown Fine Grain SedimentClayOpaquesQuartzCoal201702535307/27/20171041184907/21/2017 1%Brown Coarse Grain SedimentClayOpaquesQuartzCoal201702535407/27/20171041185007/20/2017 NDTan Coarse Grain SedimentOpaquesQuartz201702535507/27/20171041185107/20/2017 NDTan Coarse Grain Sediment.Quartz201702535607/27/20171041185207/20/2017 NDBrown Coarse Grain Sediment.OpaquesQuartz6Page 4 ofAOH1046204-0350 Hochberg Road, Monroeville, PA 15146 | Phone: [phone] | Fax: [phone] Page 16 of 18
DateCollectedArea %Fly AshDateAnalyzedCustomerSample # :CommentsRJLG IDNon-Fly AshComponents201702535707/27/20171041185307/20/2017 NDLight Brown Coarse Grain SedimentOpaquesQuartzCoal201702535807/27/20171041185407/21/2017 NDTan Coarse Grain Sediment.Quartz201702535907/27/20171041185507/21/2017 NDTan Coarse Grain SedimentOpaquesQuartz201702536007/27/20171041185607/21/2017 NDBrown Coarse Grain SedimentOpaquesQuartz201702536107/27/20171041185707/21/2017 1%Brown Fine Grain SedimentClayOpaquesQuartzCoal201702536207/27/20171041185807/21/2017 NDBrown Coarse Grain Sediment.OpaquesQuartz201702536307/27/20171041185906/29/2017 2%Beige Coarse Grain SedimentOpaquesQuartz201702536407/27/20171041186006/29/2017 2%Beige Coarse Grain SedimentOpaquesQuartz201702536507/27/20171041186107/06/2017 23%Black Coarse Grain Sediment.OpaquesQuartz201702536607/27/20171041186207/20/2017 NDBeige Coarse Grain Sediment.Quartz201702536707/31/20171041186307/20/2017 NDTan Coarse Grain Sediment.QuartzQC01_201702531907/31/20171041186407/18/2017 NDBrown Fine Grain SedimentNAQC02_201702532907/31/20171041186507/17/2017 NDLight Brown Coarse Grain SedimentNAQC03_201702533907/31/20171041186607/19/2017 1%Beige Coarse Grain Sediment.NAQC04_201702534907/31/20171041186707/20/2017 NDBeige Coarse Grain Sediment.NAQC05_201702535907/31/20171041186807/21/2017 NDTan Coarse Grain Sediment.NAQC06_201702536607/31/20171041186907/20/2017 1%White Coarse Grain SedimentNA6Page 5 ofAOH1046204-0350 Hochberg Road, Monroeville, PA 15146 | Phone: [phone] | Fax: [phone] Page 17 of 18
* Samples will be returned to client immediately upon the release of final report. * These results are submitted pursuant to RJ Lee Group’s current terms and conditions of sale, including the company’s standard warranty and limitation of liability provisions. No responsibility or liability isassumed for the manner in which these results are used or interpreted. * This test report relates to the items tested. * Any reproduction of this document must include the entire document in order for the report to be valid. * This report may not be used to claim product endorsement by NVLAP Lab Code 101208-0 or any agency of the U.S. Government. * Sample(s) for this project were analyzed at our: Monroeville, PA (AIHA # 100364, NVLAP # 101208-0, NY ELAP # 10884) facility. * If RJ Lee Group, Inc. did not collect the samples analyzed, the verifiability of the laboratory’s results is limited to the reported values. * For the purposes of this method, Fly Ash is defined as any particle consistent with Coal Ash. * The method reporting level is 1% and anything <1% is considered a not-detected.Quartz – Angular anisotropic particulate with low relief.Feldspar – Angular to blocky anisotropic particulate, low to moderate relief, biaxial, can have polysynthetic twinning.Clay – Sheet silicates with polycrystalline or display non-uniform extinction with low to moderate relief, and zero to low birefringence. Clay also refers to particles that are less than 2.0 microns.Opaques – Opaque is a generic term for a particle that does not transmit light. Opaque minerals are distinguished from opaque bottom ash based on morphology of fracture.Fly Ash – Isotropic to opaque spheres, agglomeration of spheres, and angular ash particles.Organic Particulate – Pollen, plant and insect matter, and carbonaceous matter.Carbonates – High birefringent, can be rhombohedral, with high relief.Diatoms – Silica rich isotropic particles with various morphologies.Mica – Sheet silicate with moderate to high relief and low birefringence, mono-crystalline, and normal extinction.Miscellaneous Silicate – Isotropic and anisotropic silicates, with low to high relief, identification unsure and beyond the scope of the method to identify.Amphibole – Elongated anisotropic particulate with moderate to high relief.Coal – Irregular to angular particles with moderate opacity, edges and thin particles are reddish brown in color.<1% Fly Ash – Fly Ash observed, none counted.ND – No Fly Ash detected.6Page 6 ofAOH1046204-0350 Hochberg Road, Monroeville, PA 15146 | Phone: [phone] | Fax: [phone]Disclaimer Notes8-2-17 Page 18 of 18
13339 Hagers Ferry Road
Huntersville, NC 28078-7929
McGuire Nuclear Complex - MG03A2
Phone: [phone] Fax: [phone]
Order Summary Report
Analytical Laboratory
Order Number:J17070734
Project Name:SUTTON - PLM TESTING
Lab Contact:Peggy Kendall
Date:8/10/2017
Customer Address:
Customer Name(s):Daniel Atkinson, Weston Shin
Phone: [phone]
Report Authorized By:
(Signature)
Program Comments:
Please contact the Program Manager (Peggy Kendall) with any questions regarding this report.
Data Flags & Calculations:
Any analytical tests or individual analytes within a test flagged with a Qualifier indicate a deviation from the method quality
system or quality control requirement. The qualifier description is found at the end of the Certificate of Analysis (sample results)
under the qualifiers heading. All results are reported on a dry weight basis unless otherwise noted. Subcontracted data
included on the Duke Certificate of Analysis is to be used as information only. Certified vendor results can be found in the
subcontracted lab final report. Duke Energy Analytical Laboratory subcontracts analyses to other vendor laboratories that have
been qualified by Duke Energy to perform these analyses except where noted.
Data Package:
This data package includes analytical results that are applicable only to the samples described in this narrative. An estimation of
the uncertainty of measurement for the results in the report is available upon request. This report shall not be reproduced, except
in full, without the written consent of the Analytical Laboratory. Please contact the Analytical laboratory with any questions. The
order of individual sections within this report is as follows:
Job Summary Report, Sample Identification, Technical Validation of Data Package, Analytical Laboratory Certificate of Analysis,
Analytical Laboratory QC Reports, Sub-contracted Laboratory Results, Customer Specific Data Sheets, Reports &
Documentation, Customer Database Entries, Test Case Narratives, Chain of Custody (COC)
Certification:
The Analytical Laboratory holds the following State Certifications : North Carolina (DENR) Certificate #248, South Carolina
(DHEC) Laboratory ID # 99005. Contact the Analytical Laboratory for definitive information about the certification status of
specific methods.
Peggy Kendall
Sample ID's & Descriptions:
Sample ID Plant/Station
Collection
Date and Time Collected By Sample Description
2017026078 Sutton 28-Jun-17 11:15 AM Synterra GB-039/S-5 (24'-25')
2017026079 Sutton 28-Jun-17 11:35 AM Synterra GB-039/S-5 (25'-26')
2017026080 Sutton 24-Jul-17 8:52 AM Synterra GB-088/S-4 (17'-18')
2017026081 Sutton 24-Jul-17 9:30 AM Synterra GB-075/S-3 (14'-15')
2017026082 Sutton 24-Jul-17 10:25 AM Synterra GB-089/S-3 (14'-15')
2017026083 Sutton 24-Jul-17 11:35 AM Synterra GB-090/S-5 (20'-21')
2017026084 Sutton 24-Jul-17 3:20 PM Synterra GB-076/S-7 (32'-33')
2017026085 Sutton 24-Jul-17 4:55 PM Synterra GB-091/S-4 (15'-16')
2017026086 Sutton 25-Jul-17 8:55 AM Synterra GB-107/S-5 (20'-21')
2017026087 Sutton 25-Jul-17 9:40 AM Synterra GB-109/S-5 (20'-21')
2017026088 Sutton 25-Jul-17 10:15 AM Synterra GB-126/S-4 (19'-20')
2017026089 Sutton 25-Jul-17 11:20 AM Synterra GB-220/S-3 (12'-13')
2017026090 Sutton 25-Jul-17 11:50 AM Synterra GB-205/S-3 (11'-12')
2017026091 Sutton 25-Jul-17 1:40 PM Synterra GB-085/S-3 (14'-15')
2017026092 Sutton 25-Jul-17 4:10 PM Synterra GB-130/S-10 (47'-48')
2017026093 Sutton 26-Jul-17 9:42 AM Synterra GB-129/S-10 (47'-48')
16 Total Samples
Duke Energy Analytical Lab
Page 2 of 32
COC and .pdf report are in agreement with sample totals
and analyses (compliance programs and procedures).
All Results are less than the laboratory reporting limits.
All laboratory QA/QC requirements are acceptable.
Yes No
Technical Validation Review
Checklist:
Yes No
Yes No
Report Sections Included:
Job Summary Report Sub-contracted Laboratory Results
Sample Identification Customer Specific Data Sheets, Reports, & Documentation
Technical Validation of Data Package Customer Database Entries
Analytical Laboratory Certificate of Analysis
Analytical Laboratory QC Report
Chain of Custody
Reviewed By:Anne Pridgeon Date:8/10/2017
Electronic Data Deliverable (EDD) Sent Separately
Duke Energy Analytical Lab
Page 3 of 32
Certificate of Laboratory Analysis
This report shall not be reproduced, except in full.
Order # J17070734
2017026078
Collection Date:28-Jun-17 11:15 AM
Site:GB-039/S-5 (24'-25')
Matrix:SOIL
Analyte Analysis Date/TimeMethodUnits Qualifiers RDLResult
Sample #:
AnalystDF
Miscellaneous Tests by a Vendor Laboratory - (Analysis Performed by RJ Lee)
Vendor Parameter Complete Vendor Method V_RJ_LEE
Duke Energy Analytical Lab
Page 4 of 32
Certificate of Laboratory Analysis
This report shall not be reproduced, except in full.
Order # J17070734
2017026079
Collection Date:28-Jun-17 11:35 AM
Site:GB-039/S-5 (25'-26')
Matrix:SOIL
Analyte Analysis Date/TimeMethodUnits Qualifiers RDLResult
Sample #:
AnalystDF
Miscellaneous Tests by a Vendor Laboratory - (Analysis Performed by RJ Lee)
Vendor Parameter Complete Vendor Method V_RJ_LEE
Duke Energy Analytical Lab
Page 5 of 32
Certificate of Laboratory Analysis
This report shall not be reproduced, except in full.
Order # J17070734
2017026080
Collection Date:24-Jul-17 8:52 AM
Site:GB-088/S-4 (17'-18')
Matrix:SOIL
Analyte Analysis Date/TimeMethodUnits Qualifiers RDLResult
Sample #:
AnalystDF
Miscellaneous Tests by a Vendor Laboratory - (Analysis Performed by RJ Lee)
Vendor Parameter Complete Vendor Method V_RJ_LEE
Duke Energy Analytical Lab
Page 6 of 32
Certificate of Laboratory Analysis
This report shall not be reproduced, except in full.
Order # J17070734
2017026081
Collection Date:24-Jul-17 9:30 AM
Site:GB-075/S-3 (14'-15')
Matrix:SOIL
Analyte Analysis Date/TimeMethodUnits Qualifiers RDLResult
Sample #:
AnalystDF
Miscellaneous Tests by a Vendor Laboratory - (Analysis Performed by RJ Lee)
Vendor Parameter Complete Vendor Method V_RJ_LEE
Duke Energy Analytical Lab
Page 7 of 32
Certificate of Laboratory Analysis
This report shall not be reproduced, except in full.
Order # J17070734
2017026082
Collection Date:24-Jul-17 10:25 AM
Site:GB-089/S-3 (14'-15')
Matrix:SOIL
Analyte Analysis Date/TimeMethodUnits Qualifiers RDLResult
Sample #:
AnalystDF
Miscellaneous Tests by a Vendor Laboratory - (Analysis Performed by RJ Lee)
Vendor Parameter Complete Vendor Method V_RJ_LEE
Duke Energy Analytical Lab
Page 8 of 32
Certificate of Laboratory Analysis
This report shall not be reproduced, except in full.
Order # J17070734
2017026083
Collection Date:24-Jul-17 11:35 AM
Site:GB-090/S-5 (20'-21')
Matrix:SOIL
Analyte Analysis Date/TimeMethodUnits Qualifiers RDLResult
Sample #:
AnalystDF
Miscellaneous Tests by a Vendor Laboratory - (Analysis Performed by RJ Lee)
Vendor Parameter Complete Vendor Method V_RJ_LEE
Duke Energy Analytical Lab
Page 9 of 32
Certificate of Laboratory Analysis
This report shall not be reproduced, except in full.
Order # J17070734
2017026084
Collection Date:24-Jul-17 3:20 PM
Site:GB-076/S-7 (32'-33')
Matrix:SOIL
Analyte Analysis Date/TimeMethodUnits Qualifiers RDLResult
Sample #:
AnalystDF
Miscellaneous Tests by a Vendor Laboratory - (Analysis Performed by RJ Lee)
Vendor Parameter Complete Vendor Method V_RJ_LEE
Duke Energy Analytical Lab
Page 10 of 32
Certificate of Laboratory Analysis
This report shall not be reproduced, except in full.
Order # J17070734
2017026085
Collection Date:24-Jul-17 4:55 PM
Site:GB-091/S-4 (15'-16')
Matrix:SOIL
Analyte Analysis Date/TimeMethodUnits Qualifiers RDLResult
Sample #:
AnalystDF
Miscellaneous Tests by a Vendor Laboratory - (Analysis Performed by RJ Lee)
Vendor Parameter Complete Vendor Method V_RJ_LEE
Duke Energy Analytical Lab
Page 11 of 32
Certificate of Laboratory Analysis
This report shall not be reproduced, except in full.
Order # J17070734
2017026086
Collection Date:25-Jul-17 8:55 AM
Site:GB-107/S-5 (20'-21')
Matrix:SOIL
Analyte Analysis Date/TimeMethodUnits Qualifiers RDLResult
Sample #:
AnalystDF
Miscellaneous Tests by a Vendor Laboratory - (Analysis Performed by RJ Lee)
Vendor Parameter Complete Vendor Method V_RJ_LEE
Duke Energy Analytical Lab
Page 12 of 32
Certificate of Laboratory Analysis
This report shall not be reproduced, except in full.
Order # J17070734
2017026087
Collection Date:25-Jul-17 9:40 AM
Site:GB-109/S-5 (20'-21')
Matrix:SOIL
Analyte Analysis Date/TimeMethodUnits Qualifiers RDLResult
Sample #:
AnalystDF
Miscellaneous Tests by a Vendor Laboratory - (Analysis Performed by RJ Lee)
Vendor Parameter Complete Vendor Method V_RJ_LEE
Duke Energy Analytical Lab
Page 13 of 32
Certificate of Laboratory Analysis
This report shall not be reproduced, except in full.
Order # J17070734
2017026088
Collection Date:25-Jul-17 10:15 AM
Site:GB-126/S-4 (19'-20')
Matrix:SOIL
Analyte Analysis Date/TimeMethodUnits Qualifiers RDLResult
Sample #:
AnalystDF
Miscellaneous Tests by a Vendor Laboratory - (Analysis Performed by RJ Lee)
Vendor Parameter Complete Vendor Method V_RJ_LEE
Duke Energy Analytical Lab
Page 14 of 32
Certificate of Laboratory Analysis
This report shall not be reproduced, except in full.
Order # J17070734
2017026089
Collection Date:25-Jul-17 11:20 AM
Site:GB-220/S-3 (12'-13')
Matrix:SOIL
Analyte Analysis Date/TimeMethodUnits Qualifiers RDLResult
Sample #:
AnalystDF
Miscellaneous Tests by a Vendor Laboratory - (Analysis Performed by RJ Lee)
Vendor Parameter Complete Vendor Method V_RJ_LEE
Duke Energy Analytical Lab
Page 15 of 32
Certificate of Laboratory Analysis
This report shall not be reproduced, except in full.
Order # J17070734
2017026090
Collection Date:25-Jul-17 11:50 AM
Site:GB-205/S-3 (11'-12')
Matrix:SOIL
Analyte Analysis Date/TimeMethodUnits Qualifiers RDLResult
Sample #:
AnalystDF
Miscellaneous Tests by a Vendor Laboratory - (Analysis Performed by RJ Lee)
Vendor Parameter Complete Vendor Method V_RJ_LEE
Duke Energy Analytical Lab
Page 16 of 32
Certificate of Laboratory Analysis
This report shall not be reproduced, except in full.
Order # J17070734
2017026091
Collection Date:25-Jul-17 1:40 PM
Site:GB-085/S-3 (14'-15')
Matrix:SOIL
Analyte Analysis Date/TimeMethodUnits Qualifiers RDLResult
Sample #:
AnalystDF
Miscellaneous Tests by a Vendor Laboratory - (Analysis Performed by RJ Lee)
Vendor Parameter Complete Vendor Method V_RJ_LEE
Duke Energy Analytical Lab
Page 17 of 32
Certificate of Laboratory Analysis
This report shall not be reproduced, except in full.
Order # J17070734
2017026092
Collection Date:25-Jul-17 4:10 PM
Site:GB-130/S-10 (47'-48')
Matrix:SOIL
Analyte Analysis Date/TimeMethodUnits Qualifiers RDLResult
Sample #:
AnalystDF
Miscellaneous Tests by a Vendor Laboratory - (Analysis Performed by RJ Lee)
Vendor Parameter Complete Vendor Method V_RJ_LEE
Duke Energy Analytical Lab
Page 18 of 32
Certificate of Laboratory Analysis
This report shall not be reproduced, except in full.
Order # J17070734
2017026093
Collection Date:26-Jul-17 9:42 AM
Site:GB-129/S-10 (47'-48')
Matrix:SOIL
Analyte Analysis Date/TimeMethodUnits Qualifiers RDLResult
Sample #:
AnalystDF
Miscellaneous Tests by a Vendor Laboratory - (Analysis Performed by RJ Lee)
Vendor Parameter Complete Vendor Method V_RJ_LEE
Duke Energy Analytical Lab
Page 19 of 32

August 8, 2017  

Peggy Kendall 
Duke Energy Analytical Laboratory  
13339 Hagers Ferry Rd. 
Building 7405, MG30A2 
Huntersville, NC  28078 

RE:  Duke Energy Project – J17070734 
  RJ Lee Group Project Number AOH1046258‐0   

Dear Ms. Kendall, 

The RJ Lee Group, Inc. Monroeville laboratory received 16 samples on August 1, 2017 associated with 
Duke Energy job number J17070734.  The samples were logged into RJ Lee Group project number 
AOH1046258‐0 and assigned RJLG sample numbers as indicated in Appendix A.   

The samples were received in good condition with all custody seals in place and intact.  Attached in 
Appendix A is the signed sample receipt confirmation form, COC, and sample receipt check list. 

These results are submitted pursuant to RJ Lee Group’s current terms and conditions of sale, including 
the company’s standard warranty and limitation of liability provisions.  No responsibility or liability is 
assumed for the manner in which the results are used or interpreted.  Unless notified to return the 
samples covered in this report, RJ Lee Group will store them for a period of ninety (90) days before 
discarding.   

Should you have any questions regarding this information, please do not hesitate to contact us.     

Sincerely, 

Bryan R. Bandli, PhD 
Principal Investigator 

Attachments:  Chain of Custody Forms 
  Mineral Identification Report 

Duke Energy Analytical Lab
Page 20 of 32

Appendix A 

Chain of Custody Forms 

Duke Energy Analytical Lab
Page 21 of 32
Duke Energy Analytical Lab
Page 22 of 32
Duke Energy Analytical Lab
Page 23 of 32
Duke Energy Analytical Lab
Page 24 of 32
Duke Energy Analytical Lab Page 25 of 32
Duke Energy Analytical Lab Page 26 of 32

Appendix B 

Mineral Identification Report 

Duke Energy Analytical Lab
Page 27 of 32
Mineral Identification Polarized Light Microscopy (PLM) Laboratory Report Peggy Kendall Duke Energy Central Lab 13339 Hagers Ferry Road Hunterville, NC 28078 United States Email: [e-mail] Main: 980-875-5848 Report Date: Sample Received Date: Purchase Order: Customer COC: RJLG Project: Analytical Method: 08/08/2017 08/01/2017 AOH1046258-0 J17070734 / 5021798 Fly Ash Determination by PLM Date Collected Area % Fly Ash Date Analyzed Customer Sample # : Comments RJLG ID Non-Fly Ash Components 2017026078 08/02/2017 10412115 06/28/2017 21% Gray Coarse Grain Sediment. Opaques Quartz 2017026079 08/02/2017 10412116 06/28/2017 ND Tan Coarse Grain Sediment. Quartz 2017026080 08/02/2017 10412117 07/24/2017 1% Brown Coarse Grain Sediment. Opaques Quartz 2017026081 08/02/2017 10412118 07/24/2017 ND Beige Coarse Grain Sediment. Quartz 2017026082 08/02/2017 10412119 07/24/2017 ND Tan Coarse Grain Sediment. Quartz 2017026083 08/02/2017 10412120 07/24/2017 1% Beige Coarse Grain Sediment. Opaques Quartz 2017026084 08/02/2017 10412121 07/24/2017 ND Beige Coarse Grain Sediment. Quartz 2017026085 08/02/2017 10412122 07/24/2017 ND Beige Coarse Grain Sediment. Quartz 2017026086 08/02/2017 10412123 07/25/2017 ND Tan Coarse Grain Sediment. Quartz 2017026087 08/02/2017 10412124 07/25/2017 ND Beige Coarse Grain Sediment. Quartz 2017026088 08/02/2017 10412125 07/25/2017 ND Brown Coarse Grain Sediment. Quartz 2017026089 08/02/2017 10412126 07/25/2017 ND Tan coarse grain sediment Opaques Quartz 2017026090 08/02/2017 10412127 07/25/2017 ND Tan coarse grain sediment Feldspar Opaques Quartz 3 Page 1 of AOH1046258-0 350 Hochberg Road, Monroeville, PA 15146 | Phone: [phone] | Fax: [phone] Duke Energy Analytical Lab Page 28 of 32
Date Collected Area % Fly Ash Date Analyzed Customer Sample # : Comments RJLG ID Non-Fly Ash Components 2017026091 08/02/2017 10412128 07/25/2017 ND Dark brown fine grain sediment Opaques Quartz 2017026092 08/02/2017 10412129 07/25/2017 ND Beige Coarse Grain Sediment. Opaques Quartz 2017026093 08/02/2017 10412130 07/26/2017 ND Tan coarse grain sediment Feldspar Opaques Quartz QC_2017026087 08/02/2017 10412131 07/25/2017 ND Tan coarse grain sediment NA 3 Page 2 of AOH1046258-0 350 Hochberg Road, Monroeville, PA 15146 | Phone: [phone] | Fax: [phone] Duke Energy Analytical Lab Page 29 of 32
  * Samples will be returned to client immediately upon the release of final report. * These results are submitted pursuant to RJ Lee Group’s current terms and conditions of sale, including the company’s standard warranty and limitation of liability provisions. No responsibility or liability is assumed for the manner in which these results are used or interpreted. * This test report relates to the items tested. * Any reproduction of this document must include the entire document in order for the report to be valid. * This report may not be used to claim product endorsement by NVLAP Lab Code 101208-0 or any agency of the U.S. Government. * Sample(s) for this project were analyzed at our: Monroeville, PA (AIHA # 100364, NVLAP # 101208-0, NY ELAP # 10884) facility. * If RJ Lee Group, Inc. did not collect the samples analyzed, the verifiability of the laboratory’s results is limited to the reported values. * For the purposes of this method, Fly Ash is defined as any particle consistent with Coal Ash. * The method reporting level is 1% and anything <1% is considered a not-detected. Quartz – Angular anisotropic particulate with low relief. Feldspar – Angular to blocky anisotropic particulate, low to moderate relief, biaxial, can have polysynthetic twinning. Clay – Sheet silicates with polycrystalline or display non-uniform extinction with low to moderate relief, and zero to low birefringence. Clay also refers to particles that are less than 2.0 microns. Opaques – Opaque is a generic term for a particle that does not transmit light. Opaque minerals are distinguished from opaque bottom ash based on morphology of fracture. Fly Ash – Isotropic to opaque spheres, agglomeration of spheres, and angular ash particles. Organic Particulate – Pollen, plant and insect matter, and carbonaceous matter. Carbonates – High birefringent, can be rhombohedral, with high relief. Diatoms – Silica rich isotropic particles with various morphologies. Mica – Sheet silicate with moderate to high relief and low birefringence, mono-crystalline, and normal extinction. Miscellaneous Silicate – Isotropic and anisotropic silicates, with low to high relief, identification unsure and beyond the scope of the method to identify. Amphibole – Elongated anisotropic particulate with moderate to high relief. Coal – Irregular to angular particles with moderate opacity, edges and thin particles are reddish brown in color. <1% Fly Ash – Fly Ash observed, none counted. ND – No Fly Ash detected. 3 Page 3 of AOH1046258-0 350 Hochberg Road, Monroeville, PA 15146 | Phone: [phone] | Fax: [phone] Disclaimer Notes Duke Energy Analytical Lab Page 30 of 32
Duke Energy Analytical Lab
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Duke Energy Analytical Lab
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