20160279 Ver 1 _Variance_SUBMITTED _20160316

DocuSign Envelope ID: D19F47D5-8817-4094-858E-A11DC9F14096
SMITH GARDNER
September 10, 2015
City of High Point
Technical Review Committee
211 South Hamilton Street
High Point, NC 27260
ADDRESS TEL WEB
14 N. Boylan Avenue, Raleigh NC 27603 919.828.0577 www.smithgardnerinc.com
RE: TRC Watershed Plan Application & Major Variance Request
High Point CRD Landfill
Jamestown, North Carolina
Dear Technical Review Committee:
The purpose of this letter and application is to request the City of High Point's (City) review,
favorable recommendation, and forwarding of a Major Variance to the NC Environmental
Management Commission as described in City ordinance Section 9-9-11 (Ordinance). The
proposed project varies from the Randleman Lake Water Supply Watershed: Protection and
Maintenance of Existing Riparian Buffers rule (15A NCAC 02B .0250) (Rule).
Application of the Rule and Ordinance as currently required on the High Point Construction
and Demolition (C&D) Landfill Property would restrict both the capacity and lifespan of the
solid waste facility. The required buffers on this property, due to its size, configuration, and
proximity to the critical area of Randleman Lake, present unnecessary hardship and
practical difficulties to its intended use as a C&D landfill.
This letter describes the project and the justification for this variance request, as required by
the Rule and Ordinance. Also enclosed are supporting documents for the request including
site maps, engineering plans, site photographs, and preliminary stormwater design. We
respectfully request your consideration of this information during your evaluation of this
project.
Background Information
The High Point C&D Landfill (Site) is located at 5822 Riverdale Drive, Jamestown NC, in
southwestern Guilford County (Figure 1). It lies within the Deep River watershed of the Cape
Fear River (8 -digit HUC 03030003). Stream and wetland resources on the site drain to an
unnamed tributary of Richland Creek (17-7-(4)), which carries a NC Division of Water
Resources (NCDWR) classification of WS -IV.
The Site (Guilford County PIN 0213048) is a 153.8 acre tract. Existing development on the
property includes a scale house and office, a recycling center, maintenance building and
parking/storage area, the existing C&D landfill, and the future landfill cell areas that are
currently pasture, scrub, and forest (Figure 2). The remainder of the property is within the
Randleman Lake critical area, and is reserved for stormwater basins, minor grading, and a
recorded easement for a future City relocation of Kersey Valley Road, per the Conditional

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Use Permit (CUP) and in compliance with water supply watershed requirements. This
reserved area takes up approximately 73 acres or 47% of the entire site.
The proposed landfill expansion area contains two drainages with wetlands and a stream
under the jurisdiction of the Clean Water Act (CWA). The stream would also be under the
jurisdiction of the Rule/Ordinance. The depiction of CWAjurisdictional resources shown in
Figure 2 and Engineering Figure 1 have been verified in the field by Mr. David Bailey of the
US Army Corps of Engineers (USACE) on 8/26/2014. Stream buffers shown are based on a
NC Division of Water Resources (NCDWR) determination by Ms. Sue Homewood on
12/11/2014 after an appeal of the City determination (see Appendix 1).
Project Purpose and Need
The purpose of the Waste Industries High Point C&D Landfill Expansion is to provide
construction and demolition waste capacity to serve the growth and development over the
next 20 or more years in High Point and the Triad area. The project goal is to realize the
previously planned and permitted waste capacity of the landfill as approved in the facility's
CUP and Solid Waste Permit, while avoiding the designated water supply critical area on the
site.
Due to the rapid growth in the Triad area, there is a continuous demand for C&D disposal. As
can be seen in Figure 3, there are a limited number of C&D facilities in the area. Ten C&D
Landfills occur within 50 -miles of the Site. The permitted capacities of each of these landfills
are shown in Table 1. Only three of the ten alternative existing disposal locations are private
facilities, while the remainder are public and take waste primarily from their local area. The
total available capacity of all these sites does not meet the future demand for C&D disposal
over the next several decades. It should be noted that many of those capacities do not
represent actual available capacity, but rather maximum site capacity that may not be
realized. For example, the Site is shown on NC Department of Environment and Natural
Resources (NCDENR) records to have 4.7 million cubic yards (MCY) of capacity, while the full
build out capacity proposed for this site is 3.3 MCY.

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TABLE 1: Permitted CEO Landfills
Figure 3
Location
ID
Permit Name
Public/
Private
Gross
Capacity
(cy)
Remaining
Airspace
(cy)
Remaining
Life (yrs)
P0792
Albemarle, City Of, CDLF
Public
2,390,900
1,757,527
10.4
P0796
Cabarrus County CDLF
Public
535,284
165,055
0.6
P1019
Gold Hill Road C&D Debris Landfill
Private
1,114,400
566,170
15.9
P1051
Davidson County CDLF
Public
308,752
107,932
4.1
P0563
Austin Quarter C&D Unit
Public
338,897
115,601
12.9
P0879
Cobles C&D Landfill
Private
6,935,903
6,089,192
45.9
P1067
High Point C&D Debris Landfill
Private
4,773,968
4,700,995
21.9
P1170
Orange County C&D Landfill
Public
790,000
652,900
12.0
P0970
A-1 Sandrock C&D Landfill
Private
2,231,848
1,930,228
12.8
P0708
Old Salisbury Road CDLF
Public
4,030,000
1,282,746
3.8
P0801
Greensboro, City Of
Public
2,525,443
1,202,343
25.1
- Gross capacity determined from most recent Permit to Construct or Permit to Operate.
- Remaining airspace determined from 2012-2013 Annual Facility Report
- Remaining Life calculated assuming LF receives waste in the amount equal to permitted limit
each year and two years subtracted.
Project Alternatives
Alternative site designs were evaluated that encompassed complete avoidance of all
resources to multiple minimization alternatives. Each of these is presented in Table 2, along
with the attached engineering exhibits, and evaluated below. Intermediate alternatives
between these options were considered, but not included as they did not provide significant
or practical differences from the options below.
TABLE 2: High Point CEO Landfill Expansion Alternatives
ac = acres; mcy= million cubic yards; if = linear feet
No Impact Option (Engineering Figure 2)
The avoidance of all jurisdictional features (buffers, streams, and wetlands) was
evaluated but deemed not practical as it creates fragmented cells. The areas
remaining for landfill with this option yield approximately 0.98 MCY of capacity, which
Waste
Impacts
Alternative
Capacity
Wetland
Stream
Buffers s ft.
(sq.ft.)
(see attached plans)
Area
(mcy)
(ac)
(ac)
(if)
Zone 1 / Zone 2
No Impact
33.4
1.0
0 ac
0
0/0
Minimization Impact I
41.3
2.0
0.55
0
0/0
Minimization Impact II
44.0
2.7
0.59
0
0/0
Proposed Project
46.0
3.3
0.59
394
19,780 / 20,106
ac = acres; mcy= million cubic yards; if = linear feet
No Impact Option (Engineering Figure 2)
The avoidance of all jurisdictional features (buffers, streams, and wetlands) was
evaluated but deemed not practical as it creates fragmented cells. The areas
remaining for landfill with this option yield approximately 0.98 MCY of capacity, which

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is a 70% loss compared to the proposed project. Due to the cost and difficulty of
permitting, constructing, and maintaining three mostly isolated cell units, this option
was not determined to be feasible.
Minimization of Impact Option 1(Engineering Figure 3)
This option avoids the primary drainage on the site including the existing stormwater
BMP and wetlands above the subject buffered stream. This landfill configuration
would involve wetland impacts that would require issuance of an Individual Permit
from the USACE. The option results in two distinct landfill cells that yield
approximately 1.8 MCY of capacity, which is about a 45% loss compared to the
proposed project. The watershed of the subject drainage would be altered by this
configuration, resulting in a change from 35 acres to 6.5 acres. Stormwater runoff
from the remaining acreage would be discharged in a similar location to the
Proposed Project. Due to the significant loss of landfill volume, in combination with
the change in site hydrology and potential long-term drainage of the upper portion of
the stream channel (see Finding of Fact Item 1 b), this option was determined not
practical. In addition, to retain maximum drainage into the stream channel, a BMP
would be required in jurisdictional wetlands, which is often difficult to permit through
the CWA.
Minimization of Impact Option 2 (Engineering Figure 4)
This option would avoid all stream and buffer impacts and not require a variance from
either the City or State. This landfill configuration involves similar wetland impacts
as Minimization Option 1 and the Proposed Project, and would require a CWA permit.
This option results in a landfill capacity of 2.675 MCY, which is a 19% loss versus the
proposed project. While this is a much greater landfill volume than the No Impact
and Minimization Option 1, the drainage to the subject stream would be radically
altered. Less than an acre of landfill berm slopes would drain to the stream, and
runoff from the remaining 35 -acre watershed would be rerouted and captured in on-
site BMPs before discharging at a similar point to that of the Proposed Project. This
Loss of hydrologic input to the upper reach of stream would likely reduce or eliminate
function down to a point where groundwater flow significantly contributes to the
stream (regular intersection of the stream channel and water table). Based on site
hydrogeologic data, this point is near the limit of impact of the Proposed Project as
described below. This option is not deemed preferable due to the loss of
approximately 20% capacity, associated with a similar long-term stream impact as
the Proposed Project.
Proposed Project (Engineering Figure 5)
The proposed project involves building the full allowable capacity of the landfill
anticipated under the existing CUP and Solid Waste Permit. Impacts to wetlands
would be similar to other options, but there would also be impacts to both stream and
riparian buffers. Since the avoidance of the stream would likely cause similar Long-

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term effects as described above, the Proposed Project was deemed the most
practical alternative. Building Minimization Option 2 and waiting a number of years to
evaluate the condition of the subject stream was considered, as this would avoid the
need for a variance or any compensatory stream and buffer mitigation. Due to the
uncertainty of the exact location where the stream characteristics would be retained,
and the difficulty of constructing and maintaining a "bowl" around the stream, it was
determined to be better to accept the proposed impact and provide compensatory
mitigation to offset this loss.
Based on the change between pre and post -construction drainage, there would be a
significant loss of drainage contributing to the subject stream's upper reaches with all
practical landfill options (Minimization Option 2 and Proposed Project). This would have a
long term effect on the hydrology of the subject stream to such an extent that it might no
Longer be jurisdictional in the future. Similar situations on other solid waste sites have
shown this to be a valid concern, due to the reconfiguration of on-site drainage associated
with these facilities. This, in addition to the large loss of landfill capacity, resulted in the
Proposed Project being chosen.
Findings of Fact
Per City Ordinance Section 9-9-11, the following findings of fact are provided for your
consideration. Each City ordinance item is provided below in italics.
(1) There are practical difficulties or unnecessary hardships that would prevent compliance
with this title.
There are several practical difficulties and unnecessary hardships that result from the strict
application of the Rule, as follows:
a) The hardship results from application of this title to the property rather than from
other factors such as deed restrictions or other hardships.
There are no other restrictions on the proposed landfill that would restrict its
eastward expansion, beside the Rule and CWA permitting. Expansion plans
showing the proposed project have been approved under a City CUP (Appendix
2) and a NCDENR Solid Waste Permit (Appendix 3). The CWA Individual Permit
would be applied for upon conclusion of the variance process, and coordination
with the USACE and NCDWR has been initiated. The only deed restriction on the
site is a road right-of-way dedicated for the City's future realignment of Kersey
Valley Road to allow for expansion of the City's MSW landfill. Watershed
restrictions apply to the southern portion of the site, preventing landfill cells
within approximately 47% of the site (Figure 2).
b% The hardship is due to the physical nature of the applicant's property, such as its size,
shape, or topography, such that compliance with the provisions of this title would not
allow reasonable use of the property.

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The physical nature of this site is the key constraint limiting landfill expansion
alternatives and preventing reasonable use of the property. Expansion to the
south is not possible due to compliance with the Water Supply Watershed
critical area for the Randleman Reservoir. Expansion to the west is not
possible due to a perennial stream and the City of High Point's Municipal Solid
Waste (MSW) Landfill. Expansion to the north is not possible because of an
existing road and established recycling facility, which is a requirement of the
CUP.
The 35 acre watershed of the subject stream is contained almost entirely on
the site. The retention and discharge of stormwater from a BMP south of the
existing scale house, as well as drainage from the eastern portion of the site,
significantly contributes to the stream flow in the upper reach. Practical
landfill configurations that avoid the stream and buffer, described above,
drastically alter the drainage on site and would likely reduce or eliminate flow
in the upper reach of stream over the long term, eliminating its jurisdiction
under the CWA and Rule. Based on historical monitoring data collected for
the hydrologic and geotechnical investigation of this site for solid waste
permitting, groundwater regularly intersects the subject stream at a point
near the impact limit of the proposed project. Therefore, the remaining
stream channel would likely retain hydrology and be considered jurisdictional
in the future after the drainage pattern on the site has changed.
c% The applicant did not cause the hardship by knowingly or unknowingly violating this
title.
The Site is currently in compliance with the Rule. The Site was developed as a
C&D landfill facility by DH Griffin, and was transferred to WCA Waste
Corporation prior to being acquired by the current applicant, Waste Industries
(WI). WI's due diligence review and purchase of the site included prior
permits and documents such as the CUP (Appendix 2) and NCDENR Solid
Waste Permit (Appendix 3). The subject stream was shown as part of the
proposed landfill footprint in all these documents, which were already
approved by the corresponding authorities. Potential expansion volumes used
in the analysis of the purchase of the site included this airspace as it was
approved in the DH Griffin and WCA plans.
Future permitting of streams and wetlands is a common occurrence for
landfills, as the three dimensional aspect of these sites require filling of low
areas and drainages. Therefore, assuming future permitting of the cells is a
typical approach in a pre -purchase review of a solid waste site. In addition,
the current City stream buffer ordinance seems to have stricken out the
language related to buffer applicability based on on-site evidence of a stream
(Appendix 4). On the surface, this language suggests that only USGS and
NRCS mapping can be used to determine buffer applicability in the City's

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jurisdiction of the Randleman watershed. These maps (Figures 4 and 5) do
not show the subject stream. While this has since been addressed by the City
through clarification provided by the Planning Department (Appendix 4),
under initial due diligence review the ordinance does not seem to apply to the
subject stream. In fact, WI still respectfully contends that the ordinance, as
written, should not apply to the site, but is foregoing any legal avenues,
accepting the City's clarification, and requesting this variance.
dl The hardship is rare or unique to the applicant's property.
The property contains an existing C&D landfill, which is in itself relatively rare.
As seen in Figure 3, only 10 alternative C&D disposal sites are currently
present within a 50 -mile radius of the site, which is where a majority of the
waste stream for the Site is produced. Of these alternative sites, only three
are private facilities and the other seven are public and likely take waste from
a more limited service area. New C&D sites are extremely difficult to locate
and permit due to restrictive siting requirements (Appendix 5) that do not
apply to existing sites.
Due to the need for stable side slopes and the three dimensional aspect of
landfills, avoidance of the stream and buffer is magnified to a much greater
extent than avoidance for a typical "two dimensional" development, which can
develop up to the edge of the buffer without being impeded.
The location of this property adjacent to the Kersey Valley MSW landfill is also
unique. The C&D disposal capacity available at the Site compliments the
City's MSW site by saving their valuable MSW capacity and lengthening the
lifespan of that facility.
e% if the applicant complies with the provisions of this title, the applicant can
secure no reasonable return from, nor make reasonable use of, the
applicant's property.
The constraints of the site described above already severely limit use of this
site, even without application of this rule. Compliance with the Randleman
watershed critical area restricts approximately 47% of the site to minor uses
such as grading and stormwater.
The original landfill is nearing capacity and is constrained to the west by a
perennial stream, to the south by the critical area of Randleman Reservoir,
and to the north by a recycling facility and Riverdale Drive. Expansion to the
east is the only alternative available to make use of the remaining property.
The location of the Randleman Lake protected tiers (Figure 2) render
significant portions of the site unusable. The reasonable and efficient
expansion of the existing C&D facility per the approved CUP is preferred to a

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new facility in a new location that would likely result in similar impacts and
increased fragmentation of landfills.
(2) The variance is in harmony with the general purpose and intent of this title and preserves
its spirit.
The proposed project would have minimal effect on water quality, the protection of which is
the primary purpose and intent of the Rule. The amount of impervious area associated with
this project is minimal (less than 4%). This is well below any regulatory thresholds for
stormwater BMPs and also below NCDENR recommended limitations for the protection of
sensitive aquatic environments. The closed landfill cap would be a vegetated cover that
allows infiltration of precipitation before it is collected and drained to a BMP. The cap (see
Engineering Figure 7) would serve to provide detention and some treatment prior to the
BMP. In fact, during the typical water quality storm of concern (2 -year), there would be
minimal discharge from the BMPs. Rigorous maintenance and monitoring requirements
would be implemented to protect water quality as described below.
The long-term effects of other alternatives, including practical alternatives that do not
require a variance, would be similar to the proposed project, as discussed above. If the
stream and buffer are avoided, stormwater management and rerouting of drainage on the
site would eliminate most of the discharge going to the stream buffer, which would therefore
not provide its intended function.
WI has evaluated the option of avoiding the stream and buffer, and re-evaluating it at a later
date after the surface runoff has been rerouted to the proposed BMPs. While this option
would greatly reduce the cost of the project by potentially avoiding this variance, CWA
permitting, and compensatory mitigation, it would create some uncertainty as to the eventual
location of stream and buffer jurisdiction and increase costs and difficulty of design and
construction of the "bowl" area that would need to be filled in later. The NCDENR Solid
Waste Section has stated that, assuming all appropriate approvals are granted, they would
prefer to see a lateral expansion of a landfill rather than filling back in a "bowl" later.
Therefore, WI is prepared to provide compensatory mitigation for the current resources on
site, which would provide water quality benefits in the local area, in order to gain certainty in
the design, construction, and management of the site. Compensatory mitigation would be
one or a combination of in -lieu fee payment, mitigation bank payment, on-site preservation
of streams and buffers, and increased stormwater control and treatment. Details of the
compensatory mitigation requirements would be evaluated and determined during the CWA
404/401 permitting process.
(3) The granting of the variance assures the public safety and welfare and does substantial
justice.
The proposed facility design and operation, as well as the history of the existing facility,
provide ample evidence that public safety and welfare have been considered and ensured for
the future. The need for the landfill to provide reasonably close disposal options for new

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residential and commercial development has been discussed earlier. The proximity of the
landfill to ongoing development in Guilford County and surrounding areas would not only
reduce hauling costs, but also reduce the amount of truck traffic that would otherwise have
to travel to alternative sites along public roads. This reduction in truck traffic reduces
emissions and increases public safety.
Public welfare would be ensured by the granting of this variance. The C&D landfill waste
stream is complimentary to the existing Kersey Valley MSW landfill. The capacity provided by
this project would save valuable MSW landfill volume and allow the City's facility to serve the
public for a longer period of time. Use of an alternate disposal site would increase costs due
to haul distances, and these costs would be passed on to the public through developers and
contractors.
Significant environmental protections are already in place, and would be increased with the
proposed project. A detailed Water Quality Monitoring Plan, which includes ground and
surface water, would be developed and approved by the State. This plan would be
implemented, as it is currently for the existing facility, and would continue for, at minimum,
30 years post -closure of the landfill, or approximately 2065. The monitoring plan would
include at least 20 inorganic constituents and 48 organics (see Appendix 6), which would be
monitored on a semi-annual basis. If any significant difference occurs from background
concentrations, a step -wise increase in protection would be initiated including increasing the
number of constituents monitored, providing an assessment of corrective measures, and if
required a corrective action plan. The landfill cap, slopes, and BMPs would also be
monitored and maintained for at least 30 years after closure. This would ensure the proper
function of the drainage system and stormwater measures. The post closure monitoring and
maintenance is required by State law, and proof of financial assurance for these activities
must be provided.
The potential for water quality degradation to occur as a result of this project is minimal due
to the inert nature of the facility. Waste accepted at this facility is only construction and
demolition, and other inert debris as shown in Appendix 7. More active waste including
MSW, contaminated soils, and yard waste, are not allowed in this facility. In addition, the site
is required by the CUP to maintain the recycling center on the site to reduce the waste
stream and provide beneficial use of any recoverable materials.
BMPs such as extended dry detention basins, grass swales, and level spreaders would be
implemented as shown on the attached plans. A more detailed plan would be developed
during the final design of the facility and submitted to the City and NCDWR to review during
the City's final site plan review and 404/401 permitting process.
Additionally, NCDENR regulations require more conservative design standards in
comparison to the Rule. For instance, their minimum required design storm is the 25 year -
24 hour event, which results in extended dry detention basins with no outflow during the 1 -
inch 24-hour storm required by NCDENR criteria. This would provide 100% settling
efficiency and the highest possible water quality protection.

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Substantial justice would result from the granting of this variance, as the City's Kersey Valley
Landfill, adjacent to this Site, was granted a similar variance.
Conclusion
We would appreciate your consideration of this information during the review of this variance
request, and look forward to your favorable review of this project. Please contact me at your
convenience if you have any questions or require further information.
Sincerely,
SMITH GARDNER, INC.
eat 2�
Phil May,
Carolina Ecosystems, Inc.
phil.may(dcarolinaeco.com
SAS/PM/swh
Attachment
CC: David Pepper, Waste Industries
Seth Heath, Waste Industries
File
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Stacey A. Smith, P.E.
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H:\Projects\WI High Point Landfill (C&D)\WIHIGHPOINT14-1(Wetlands)\Preliminary Submittal\WI HIGH POINTVariance Cover
Letter_SG.docx

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FIGURES

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September 2015 High Point East (2013) USGS 1:24000 Quadrangle Map Guilford County, NC

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APPENDIXI

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North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
December 22, 2014
CERTIFIED MAIL RECEIPT
7013 3020 0000 7632 0604
Phil May
Carolina Ecosystems, Inc.
3040 NC 42 West
Clayton, NC 27520
Subject Property: Waste Industries High Point Landfill
Drainage WI -08
John E. Skvarla, III
Secretary
DWR Project # 2014-1176
Guilford County
©n -Site Determination for Applicability to the Randleman Lake Water Supply Watershed: Protection
and Maintenance of Existing. Riparian Buffer Rule (15A NCAC 213.0250)
Dear Mr. May:
On December 11, 2014, at your request, Sue Homewood of the Division of Water Resources (DWR)
conducted an on-site determination to review one feature located on the subject site for
applicability to the Randleman Lake Buffer Rules (15A NCAC 2B.0250). The feature is labeled as
drainage WI -08 on the attached reap. City of High Point staff has previously conducted an on-site
determination of this feature. In your letter to the Director dated November 10, 2014, you
requested an appeal of their determination as provided within the City's Ordinance,
Ms. Homewood conducted an appeal of the original City of High Point determination as stated
above. During the review, Ms. Homewood evaluated drainage WI -08 using the DWR Stream
Classification Form. Ms. Homewood evaluated drainage WI -08 and received a score of 19.5 on the
DWR form. The form states that if the score is "greater than or equal to 19 points the stream is
intermittent". However, Ms. Homewood determined the feature to be ephemeral. The form is
attached to this letter.
401 and Buffer Permitting Unit
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Intemet: www.ncwaterquaiity.org
An Equal Opportunity 1 Affirmative Ackn Employer — Made in part by recycled paper

DocuSign Envelope ID: D19F47D5-8817-4094-858E-A11DC9F14096
Mr. May
Guilford County
Page 3 of 3
The DWR has determined that the feature labeled as "WI -08" on the attached map is an
ephemeral channel that is not subject to the Randleman Lake Buffer Rule above the large
headcut identified as the EJI point by Carolina Ecosystems, Inc.
This determination shall replace the determination originally performed by the City of High
Point and shall expire five years from the date of this letter.
You can contest the Director's decision as provided in Articles 3 and 4 of G.S. 1506. To contest the
Director's decision you must file a petition for an administrative hearing. You may obtain the
petition form from the office of Administrative hearings. You must file the petition with the office
of Administrative
Hearings within sixty (60) days of receipt of this notice. A petition is considered filed when it is
received in the office of Administrative Hearings during normal office hours. The Office of
Administrative Hearings accepts filings Monday through Friday between the hours of 8:00am and
5:00pm, except for official state holidays. The original and one (1) copy of the petition must be
filed with the Office of Administrative Hearings.
The petition may be faxed -provided the original and one copy of the document is received by the
Office of Administrative Hearings within five (5) business days following the faxed transmission.
The mailing address for the Office of Administrative Hearings is:
Mailing address for the OAH:
If sending via U.S. Postal Service. If sending via delivery service (UPS, FedEx, etc.)
Office of Administrative Hearings Office of Administrative Hearings
6714 Mail Service Center 1711 New Hope Church Road
Raleigh, NC 27699-6714 Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to DENR:
John Evans, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC 27699-1601

DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
Mr. May
Guilford County
Page 3 of 3
This letter only addresses the applicability to the buffer rules and does not approve any activity
within the buffers. Nor does this letter approve any activity within Waters of the United States or
Waters of this State. if you have any additional questions or require additional information please
call Sue Homewood at [phone]. This determination is subject to review as provided in
Articles 3 & 4 of G.S. 150B.
KAH/job
Sincerely,
Y
Karen Higgins, Supervis
401 & Buffer Permitting Unit
Enclosures: Site Map
Stream ID Form
cc: Terry A. Kuneff, P.E., CFM, City of High Point, Engineering Services Dept., P D Box 230, High
Point, NC 27261
Sue Homewood - WSRQ
401 & Buffer Permitting Unit file
Filename: 141176_WastelndustriesHighPoi ntLandfilI(Guilford)_RDM_Stream_Det_Appea I

DocuSign Envelope ID: D19F47D5-B817-4094-858E-A11DC9F14096

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0
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2. Sinuosity of channel along thalweg
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3
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0
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4. Particle size of stream substrate
0
1
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6. Depositional bars or benches
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1
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9. Grade control
0
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15. Sediment on plants or debris
0
1
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No = 0
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jA r, V V k 3
2 1
0
20. Macrobenthos {note diversity and abundanceyctxv0
1 2
3
21. Aquatic Mollusks .
D
1 2
3
22. Fish
0.5 1
1.5
23. Crayfish
0.5 1
1.5
24. Amphibians
0.5 1
1.5
25. Algae
0.5 1
1.5
26. Wetiand plants in streambed
FACW = 0.75, ®gl = 1.5 Other = 0
'perennial streams may also be identified using other methods. See p. 35 of manuat.
(Votes:
h: �� e*8�
�6�
Jet&
r1�
lc�c)R�1� Its C� L' C -1L
A'�2 �r .f'+rr"�1'�'''� Q�•t'C�. ttsl ��'�--�" lf7Cr�
• � i,J� to t � rr� �- �r��led >~,.,j c�s�+� �a►�-r,v+r a�e4�.
W 4k '� 1 . -sir 1, �c �'� C)F' Wit_ skme-t OW

DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
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DocuSign Envelope ID: D19F47D5-B817-4094-858E-A11DC9F14096
CAROLINA 3040 NC 42 West, Clayton NC 27520
ECOSYSTEMS, INC. P:919 -606-1065—F:919-585-5570
November 10, 2014
Ms. Karen Higgins
NC Division of Water Resources
1617 Mail Service Center
Raleigh, NC 27699-1617
RE: Request for Appeal of Stream Origin Determination
Waste Industries - High Point Landfill
Guilford County, North Carolina
Dear Ms. Higgins;
The purpose of this letter is to request an appeal of the City of High Point (City) stream origin
determination on the above referenced site. Carolina Ecosystems, Inc. (CEI) requested that the
City perform a stream origin determination at this site under the authority of City Ordinance
#6839/11-47, which implements the Randleman Lake Water Supply Watershed: Protection and
Maintenance of Existing Riparian Buffers Rule (15A NCAC 02B .0250). The North Carolina
regulation states that "Any disputes over on-site determinations shall be referred to the local
Board of Adjustment or other local appeals process in writing." However, the City ordinance
states that "Any disputes over on-site determinations shall be referred to the Director of the NC
Division of Water Quality in writing." Due to this discrepancy, we are requesting an appeal of
the determination described below, and copying the City on this request in order to comply with
the wording of both regulations.
City personnel visited the site on September 12, 2014. Three stream origin determinations were
made on channels that were field classified by CEI as, at least partially, ephemeral streams.
These determinations on drainages designated as WI -03, WI -08, and WI -11 were documented in
separate letters dated September 12, 2014 (attached).
CEI assessed each of these drainages on August 8, 2013, and revisited the site on February 27,
2014. It is our professional opinion that two of these features, drainages WI -03 and WI -11, are
ephemeral channels (Figure 1). This concurs with the City determination. In addition, it is our
professional opinion that drainage WI -08 should be subject to riparian buffers at the confluence
with WI -03 (shown as a solid line "SA" in Figure 1). The City determined that WI -08 was
subject approximately 400 feet upstream, as shown on the attached map.
It should be noted that the City's field review occurred after a week with heavy rainfall, which
may have influenced the stream origin determination. With the benefit of multiple season
reviews of drainage WI -08, it is our professional opinion that the Randleman Lake buffer should
not extend past the stream point shown in Figure 1.

DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
Ms. Karen Higgins
November 10, 2014
Page 2 of 2
I would like to schedule a site visit to review the aforementioned stream determination. Please
contact me at your earliest convenience at [phone] or [e-mail].
Sincerely,
Carolina Ecosystems, Inc.
1
Philip May
Senior Environmental Scientist
Attachments:
Figure 1: Stream Assessment map
City of High Point Stream Determination Letters
Cc: Sue Homewood — NCDWR Winston-Salem Office
Terry Kuneff, P.E. — City of High Point
Stacy Smith, P.E. - Smith Gardner Inc.
David Pepper - Waste Industries

DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
;Ai
I ,
A'M
/; �—."�'..s � � ��•.�JF
\ 'IS $•'''ire %,fin
;r..
,
"73
f
71
^:
121.
9 G ^►' ,rt 3-'t �l�;+ P _MJ
^e }f ` SS�� ' 9 r #�r• 's, of . '� " i+_ s - f�
CAROLINA N
Q study Area 410 wetlands Figure L• Stream Assessment
ECOSYSTEMS, INC. Feet
Property Boundary Ephemeral Channel
3040 NC 42 west; Gayton, NC 27520 `' �•�..�
P: (919)-606-9145 F:(919)-585-5570 0 150 300 WI High Point Landfill
Jurisdictional Stream
Guilford County
November 2014 2010 NC Statewide Aerial Photographs

DocuSign Envelope ID: D19F47D5-B817-4094-858E-A11DC9F14096
Engineering Services Department
B. Keith Pugh, P.E., Director
September 12, 2014
Phil May, Senior Scientist
Carolina Ecosystems, Inc.
3040 NC Hwy 42 West
Clayton, North Carolina 27520
NORTH CAROLINANS INTERNATIONAL CIT -Yr'
Re: Waste Industries— High Point Landfill —Drainage Feature WI -08
Randleman Rule (15A NCAC 02B .0250) Surface Water and Stream Origin Determination
Dear Mr. May:
Per your request, a site investigation was conducted on the property by the City of High Point Engineering Services
staff on September 12, 2014, to verify if the drainage feature labeled as WI -08 should be classified as surface water
for the purpose of the application of requirements for stream buffers. The drainage feature was evaluated using the
most current North Carolina Division of Water Quality Stream Identification Form. The results of the evaluation
indicate that this feature does possess sufficient riparian characteristics to be classified as surface water for the
purpose of application of the requirements of 15A NCAC 02B .0250, Randleman Lake Water Supply Watershed:
Protection and Maintenance of Riparian Areas. The stream was identified and classified as perennial. Stream
buffers will be required for this drainage feature.
If you need any additional information, please contact me at [phone].
Sincerely,
'q� pt .
Terry A. K.uneff, F.E., C M
Engineering Services Department
High Point, North Carolina
City of High Point, P.O. Bax 230, 211 South Hamilton Street, High Point, NC 272.61 USA
Fax: [phone] Phone: [phone] TDD: 336.883.8517

DocuSign Envelope ID: D19F47D5-B817-4094-858E-A11DC9F14096
Engineering Services Department
B. Keith Pugh, P.E., Director
September 12, 2014
Phil May, Senior Scientist
Carolina Ecosystems, Inc.
3044 NC Hwy 42 West
Clayton, North Carolina 27520
NORTH. CAROLINA'S INTERNATIONAL CITY
Rei Waste Industries — High Point Landfill — Drainage Feature WI -03
Randleman Rule (I 5A NCAC 02B .0254) Surface Water and Stream Origin Determination
Dear Mr. May:
Per your request, a site investigation was conducted on the property by the City of High Point Engineering Services
staff on September 12, 2014 to verify if the drainage feature labeled as WI -03 should be classified as surface water
for the purpose of the application of requirements for stream buffers. The drainage feature was evaluated using the
most current North Carolina Division of Water Quality Stream Identification Form. The results of the evaluation
indicate that this feature does not posses sufficient riparian characteristics to be classified as surface water for the
purpose of application of the requirements for stream buffers.
If you need any additional information, please contact me at [phone].
Sincerely,
Terry A. K,uneff, P.E., FN1
Engineering Services Department
High Point, North Carolina
City of High Point, P.O. Box 230, 211 South Hamilton Street, High Point, NC 27261 USA
Fax: [phone] Phone: [phone] TDD: 336.883.8517

DocuSign Envelope ID: D19F47D5-8817-4094-858E-A11DC9F14096
Engineering Services Department
B. Keith Pugh, P.E., Director
September 12, 2014
Phil May, Senior Scientist
Carolina Ecosystems, Inc.
3040 NC Hwy 42 West
Clayton, North Carolina 27520
'W" k
NORTH CAROLINA'S INTERNATIONAL CITY'
Re: Waste Industries — High Point Landfill — Drainage Feature WI -11
Randleman Rule (15A NCAC 02B.0250) Surface Water and Stream Origin Determination
Dear Mr. May:
Per your request, a site investigation was conducted on the property by the City of High Point Engineering Services
staff on September 12, 2014 to verify if the drainage feature labeled as WI -I I should be classified as surface water
for the purpose of the application of requirements for stream buffers. The drainage feature was evaluated using the
most current North Carolina Division of Water Quality Stream Identification Form. The results of the evaluation
indicate that this feature does not posses sufficient riparian characteristics to be classified as surface water for the
purpose of application of the requirements for stream buffers.
If you need any additional information, please contact me at [phone].
Sincerely,
`ferry A. Kuneff, P.E., C
Engineering Services Department.
High Point, North Carolina
City of High Point, P.O. Box 230, 211 South. Hamilton Street, High Point, NC 27261 USA
Pax: 336.883.4118 Phone: [phone] TDD: 336.883.8517

DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
APPENDIX 2

DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
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DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
Rmianin€i Casa 01-119
Cam ilicined Usei F armit
MMM of HigH Aoinit, LLC.
Aaila l of E
A PPLICA TION FC R A CONDITIONAL U' ; E PERMIT
CITM OF HIGH POINT, NORTH CAROLINA
Ocltobler 30.2001
(A doplterd)
TO THE CITY COUNCIL OF THE CITYI OF HIGH IHIOINT:
Ther underisiiglneld herieby raspecilfully raquasl thal then High Point City Counc:ill, pursuant to
Titller 9, Chapter ?I of lhel Clly Code, grant a Conditional Use Perrmit fora the folllowirng
use(s), subjeal to 1he fo:llawing cionditions:
I. USES: Any cif the land users allowed in the Agriiau:llurel (AG) District shawl be
permilIed, subjciat I the cervelopmernl and dimielnsional requirielmelnls cif the
Dauellopment Crdiinancie and subjerct to the speicifia aond:ilions of this
Perrmit.
H. CONDITIONS:
A. ]Hlroh:ib:ited Users:
Ther folllowling users, ernumerraterd :in Table 4-f-1, Plennilted Use Sciherculer,
of iter Dervelopment Crdiinaricie shall] be prahiibited:
11. Thealer, Cutdoori ijRerf. SIC 7833)
2. Agriiculturall Chem./Pasticides/Fert:ilizers (Ref. SIC 5919
3. A glriculturall Plroducl s, C lheri (Reif. SIC 51551;
4. Animals and Animal Producits, Otherr (Reif. c IC _` 159)
5. Harm Supplies, Other (Ref. SIC 51511)
6. Crain and Fierld Herans (IRelf. SIC _` 153)
7. Li a ersl acrk (Rel. SIC f 1 _` 4)
8. Airparis or Air Transportation Facillitiers IIRelf. SIC 4500;
9. Heliports (Ref. SIC 45221;
10. Mining and Quarrying (IRelf. c IC 1000)
111. Salvager yards, Auto Parts (Reif. SIC 501f:
12. Salvager yards, Scriap Procerssing (Ref). SIC 505121
13. Major D ermoliticiri Debris Larndfiills shall be prohibiterd on that
portion of the sites :lying) within 'Dien 'I cif the Randllerman hake Criitica:l
Walershad Alicia.
B. Lo Combination: Al'I parcie:ls of the reraoningl sale shall be aomb:incld Tinto
one lot prilcir to rasubdivision or dauelopment.

DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
Mazaniinq Case 01-1151
Canc i lianal Uses Harmi I
MR14 of High F aint, LLC.
F ai€la 2 of E
C . Dodiclaticln far FLlbllic Use
1. Ma property ownear agreaeas to dedicate for public) reaclrealliariall Llse by
1rcl City of Haigh Faint, or sell at nominall plrilcle for the same purpase,
all areials s:iluated or Ding above tr ea Major Dorriclliti in Debris Landfill
alfle:r the entire) landfill or seactiorls therocif ares al clapaci ty and clapped
off . 11hi s of fer of c eadical ion or sal e i 9 piudical ed upon:
aI. Approval by all pelrmilling aulhoritieis;
t . Approval by 1 he C.i l y of H:i gh Pori n1;
ca. The GIN's agreeament to incur all maintenancla and liabi.lily
rospons:it illity for tr a reclrciatilonal faclilillies; and
c . '11hea plropelrly owner's relea9ei from ac a al orem taus 1 i abi. ity for 1 he
porta ans of t he s i I a sold or c eadical ed.
2. A:1 monitor_ing and other land fill related dost and riabililies would
continue la ba the reasponsibilily of the) plroperllN owner. "Naminal
price", as stalead atava, shall tea irlterpreteac as meaning sufficient
consil c earati an for clontracll uall purpases and/or suf f iced ant to frit -ligate
additional oasts ilrlcluniad by the plropelrly owrleir to frllfil this aonditilan.
D. '➢rarlsportalion:
1. Right -of -way:
a. Por fuilura transporiaticari improvers arils and to mitigate traffic
impacts the property owrlcir sha:l delcicalel any additional rilglhl-af-
way nevi aisary to achieves a m:inilmum d:istaricle of thirllN-four 1114;
feet frame the eaxisling cearilerlirlea of Riverdale Road along) the eirllire
frau II age of the iaeazoning siil ea.
b. In addition to if a above raled deadilclatilcir, an additional twelve (JE]'
feet of right-of-way deacicalion shall be racluiiiicid along Riueircale
Raac f or the) right I urn lanei as deasarilbad I n C and i l i on H. H.2 of I r i s
permit.
c. The aplpllicanl shall dedilclatel sixty-four (64; feet of right-of-way far
the clorlstrucll ion of a future road loclateac said r of 1 r ea Wal ars held
C ritual Area Tien 3 line.
J. Turn Lanels: A r'ght turn lane shall be plrov'ded at thea acaeiss point to
Riverdala Road. Construcllion of the right turn lane sha:l requ:ira an
addiliorlall twelve (:12) feast of riglhl-of-way ded.iaation. The turn lane
shall ba aanstruclad al thea same timea as 1ha dr'veway is inslallad.

DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
Roaming Cases C 1-1q
Conid:ifiandl Usa Pcwrnil
MR14 of Hi€lh Poim, LLC.
Paga 3 till 6
3. 'lha CiilN of High Po:inil Ehiecilar of Transportation shall approve the
exact location and casigrl of a.11 accass po:inils and lurn :laras. In
addition, 1he CiilN of High Poarll Director of Transportalion and the
Noiith Caralina Dapartmenil of Transportation (INCDCT) sha.111 also
approve a111 aacless consilncition and improvemenlls.
DFISCRIDTICN OP PMOBE14TY: Being a tonal of five (5) lols totaling applroximalely
If 1 acres glanerallIN locatac approx4ately HCI0 faat saulh of Klivetl Drive adongl 1ha west
sicca of Rliverdala Drive and narlh of Cashatt Road and is known as Gu:i l fond County Tax
Parclel(s; 1--`-94-7043-941-1, 115-94-1043-941-21, 15-54-7043-941.4, 1_`-94-7CI43-941-16
and 1-"-94-7041-940-9 (portion).
An aplpiliicatiian has been duly filed requost4ig That thel plropertN iinuoilvac in This
appEclaltion be ruzariac from 1he Residential Single Pamiily--40 Vlh Manufaeilunad
Hausing (MH) Overlay (14S-40/MH) Dl:istr:icit (Guilfoiid County) amt Agrkiulturlal (JAG;
Eiisilriict (Guilfoiid Calmly; to a Clond:ilional Usel Aglriiculturial (CU -AG) Eisilrict. It is
understaod and acknowledged that :it the proparty is riezoned as requested arc the
ConDional Usa Hemmit authorized, the praperly described in this ilequesl will be
perpetually bound by 1hel use(s, authoriaeld and 1he clondalions imposad, unless
subsequently changed ori amended as provided foii a Tulle 9, Chaplet 3, of thel City Code.
It is furtheri understood and acldnoAledged 1halt plans for any deve.lopmenil to bel made)
pursuant to any such Conditional Use Permit so authorizeld shall be submitilad to thea
Taclhniical Moview Commitlee and/or othar such approval authoriticis for rauie'A in tha
same manneii as alhar such plans now riequiriad to bel appiioved by 1he Oly of High Mini.

,��,�i�;�� cif
AIM'"
'A A
fjA
OF Or
REZO NING CASE 0 1 19
N
Depariment of Planning
Request Fiom: Agriculturial sind Residential
amid Development
Single Faimily-40 JIGuiffbi3tid Cci]
A
Toi: Conditional Use A gi iculturail.
City of Higbi Pcint
Oxisting Zoning Boundary
Pmapaiseid Zoning Boundary
Bate: J ul3q 10:, 2 C 0 1
Scale!: V = 400'
1:/ba-pz20Q1/pzrjuijI.apr

DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
Ro r D. Q ue(m
c Gct..)
Amanda L. Q ween
(STA TD)
l
(C OUNTY )
c
I, CK1\ fl if _ . Y
do heneiby certif 11ha1 _
bafore me this day and aakr
in the fcireiElaiing application.
Rltiacm'ng Case CI1.19
Carditiara] Usti Peirn it
MRR of H:igN Pair 1, UJC .
Page 4 of 6
7177 Sluits Road
Arc hd ale, NC 27263
7177 Suit Road
Anc hd ale NC 27263
a Notary PC6AL,.
'i of sand County and Slate,
te,
U SFr ei� lk `-"Mrs�nall l y camel
1 hat he/she i s 1I ha owner of I reall praperl y deisciri bad
st
WITNESS my Hand and officialseat this the I day of kdyc , L, 20
IL
rjt_',, �k , 01 C�
NotaiJ5 Public J. FFIOC& SEAL.`
N t M hli6 NOr* cam"
County OfGuiftd
'Sfilnley S. Mdl�lli91
•�. .�• �• rn,� 1/30/2003
My commisdion co4plimm:

DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
F. Nonblei t Hector, Manager
MRR oil High Point, LLC
Iia ke,
(County)
A6114 Lro/1(10-
(Stata',
R020niinIq COISU (H-151
Conid:ifioniall Use Nrmil
N RIA of High Point, IJIJC.
Pagof cif 6
421 Ralcighl Vim Road
Ralci ghl, NC 270 0
I, Me_lodl e, .Wirr- , a NotarN Bubllic fdr said County and Slate, do harabN
ciartify lhart F. Norbent Heaton, In parsonalllN camiei before mien thus day and
aakrlowiledged lhat he is Manager of MRR of HigH Point, LLC, a aorporaticrn, and thal
by authority duly Eliven arid as the act of lher ciorporalion lher foregoing inslrumernl was
signed in its namic bN ils Manage r, sealleid with its corporate seal, anc attested bN
himisellf/herrsalf as ails Assistant c erciretary.
Noverr) ber'
V61TI�,NFSaSr�� hand arid official seal, this the o> 1i day of 20Q.
' L\ &3}��`�
N a Nol at) Pub] i c
3
20CL3
�p,uxplras: I ,
P

DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
e�
F. Norbert Hector, M pager
MRRI of High Hoint, LLC
�64 3r iA-a,
C7(S T TE;
0 Le"
(Ca UNTM,
Raaordrigl Case (11-1q
C orlid il:ianai. Usa Pumil
MMR of Higlh Poiiml, LIUC.
Pagle ( of E
421 Raleigh Nueva Road
Raleigh, NC 27610
I, ,I -ewer- , a Notary Aublia of said Courtly and Staler,
do hereby carlify thal F. Norbert Hector, Malnagei of MRRI cf High Paint, LLC,
personally acme before me lhis dory and actklncwkidgad that MRM of High Point, LLC A
the owner oft raal properly described in tha foregoing application.
WIITNESS my hand and offiuial seal, this the Oj day ofden br, 20 -N.
(O1ficial S eal)
Notary Pdblic
My commis � ion expii esu c al , 20 0� .

DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
AN ORDINANCH AMENDING "'DHE C"'5A OF HIGH POIN'D DEVELOPMENT
ORDINANCH," PUIRISUTANPII TO SECTION q-3-12, ZCNING MAP A.MHNDIMENTS, OF 'DHE
DEVELOPMHNT ORDINANCE.
WHEIRFAS, the CAN Caunciil of The CitN of Haigh Foint adoptead '11hea "City of High Point
Deavealopmant Ord:inanlcie" on January 7, 1892 with ani affectiNci date cif March 1, 1992, and
subsequerilly amended;
WHEIREAS, public heaarings were hold beifore thea P:lannlinEl and Zoning Camimiissioni of the City
of Hii€r Point on July 24, 2001 and beafora the C:ily CaLlnail of the C:ily of High Hoinll on
Saplember 17 and Octobear 29, 2001 regarding 1:4ezoning Casea (I1-19 a proposed amendmeant la
the Off:iciial Zoning Map of tha "C:i1N of High Point Devealopmient Ordinance";
WHEREAS, noticie oft the pubIl a head ngs was publisheid in 1ha High Hoin1 Entc!Mr:ise on July 15,
2001, for the Planning and Aor.iing Commission public heaaring and on Septeamibar f, Septeamibear
12; Ocitobar 19 and Ocalabear 24, 2001, for the City Counei:l public) heaaring plursuant to Chaptenl
160A-364 of tha C anaral Statutes oft North Caralina; and
WHEREAS, 1ho prlopased amendment was adapted by the City Councail cif the CiIy oft High Poiinll
on October 30, 2001.
HE IT ORDA INED BY THE CITYI COUIN CIH OF THH CIT'1 OP HIC H POINT:
SECTION 1. '11hat the Official Zoning Map cif 1he City of High Point, North Carolina, bei
amiended to eistabllish lhei following desciribed areia as: A Conditional Use Agricultural (CU -AG)
District. The property is lociatead €eineiral]N located approximately 800 feet south of Kivalt Drivel
along the west side of Miverdailei Drive arc north of Cashatl Moad and is known as Guilford
County Tax Parcel(1s) 1-f-94-7043-941-'11, 15-q4-7043-941-3, 15-94-7(143-941-4, 15-9427043-
q4l -116 and 1-1 -94-7041-940-9 (portion) and miorei speaeifdicially desciribed by thea following mutes
arc bounlds desciript:ion.
SUIGCHSTEDI LEIGA.L DIESCRIIHTION
BEIG1N AT THH MOST NORfIIHWIEST CORNEM OF SAID TRIAC'Il AND HAVING N.C.
NA D 83 COORDIINA TES OF N-802,1196.0603 AND E-1,72-',4(9.7294; '11HENCE1 S 79-30-00
E 674.83 FBET TO AN EXISTWC IRON PIN; 'DHENCFI N 10-41-1-28 H, 1,0(10.49 FEFIT TC AN
EXISTING IRON PIN; THEINCE S'19-22-17 H, 473.86 FEEIT TO AN ENISTING MON PIN;
THHNCE S 79-112-1( E, 564.06 FBET TO A ST10NE; THEN CH S 78-31-2I-` E 46.1 1 FEET TO
AN ENISTING MON PIN; THHNCE S 7EI-214-25 E, 256.52 FEEII TO AN ENISUNC MCN
PIN ON THE WEST MGHT OF WAYI OF MIVIERDIALH D DIVE; THENCE W HH THE
WEST RIGHT OF WAM OF RIVIERDIA.LH DRIIME THE FCLLOWING BEARIINGS AND
DISTANCHS: S 5-4(-24 E, 17 ]1.-'0 FRET TC A CCMPUT]EID PCINT; '11HEN C H A CURVE
TO THE LEFT, CHORD BEARING AND D1ISTIANCE BEING S ]15-44-04 H, 384.64 FEET TO
A COMPUTED POINT; THENCE S 25-41-3( E, 7231.50 FRET `110 A CC NCRETE
MC NU IMEN T; THEN CE S 32-13-07 H, 290.01 FBET TO AN HXISTING MC N PIN; THHNCE
LEAVING THE 14IGHT CF WAY OH RIVIERIDDA.LEI DRIIVIE, S-131410-09 W, 2'14.-` 6 FEET 'DO
AN EXISTING 114ON FUN; THHNCE S 12-411-20 W, 11,88.31 FRET TO AN EX]A NG MCN

DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
Rte mininig Ord inianice
Case 01-1 SI
Palle 2 of .2
BIN ON THE NOW CITY OH HIGH BOINT CITY LIMITS;THENCE N 77-494 1 W, 202.SI1
FEET TO A C CNCRETE MCNUMENT; THENCE N 68-21-1] W, 309.88 FEET TC A PIC INT
IN THE CENTERI CP THE CREEK ANLI BAS"IING A CONCRETE MONUMENT AT'I91.08
FEET; THENCE! 'WITH THE C REBEI N ;11-30-44 W, 3110.26 FEBTI TO A COMBUT ED
POINT; TIHENC H N 20-•` 8-24 W, 156.34 FEET TO A COMPUTED POINT; THENC E N 41-
44-25 VAI, 56.0 BEET TO A COMPUTED POINT; THENCE N 56-251 4 VAI, 189.63 FEET TO A
C OMBUTHD BOINT; THENCE N 3f -23-27 W, 108.40 FEET TO A COMPUTED POINT;
THENCE N 39-3ISI-54 E, 148._`0 FEET TO A COMBUTEDI PCINTI; THENCE N 42-1_`-26 W,
11SIZI FEET TO A COMBUTEDI BOINT; THENCE N 251-09-22 VAI, SIS1.4 FEET TO A
COMBUT ElD BOINT; THENCE N ('3-51-46 W, 76.'x3 FEET TO A CC MBUTELI PIC INT;
THENCE N 84-49-43 W, 11 16.68 FEET TO A C OMBUTIED POINT; THEN F N 22-04 -17 W,
331.40 BEET TO A COMPUTED POINT; THENCE N 6-31S11-49 E, 70.9 FEET TO A
COMBUTIED BOINT; THENCE N ('349-40 W, 69.31 FEET TO A CC MBUTEDI PC INT;
THHNCE 111 69-14-25 W, 29.48 FEET TO A CC MBUTEDI PC INT; THENCE! N 28-34-01 W,
17.78 FEET TC A C OMBUTED BOINT IN THH CENTER OB THE CREEA; THENCE!
LEAVING THE C REBEI S 18-14-f 3 W 23.43 FEET TO A CONC RET El MONUMENT A Nil
CONTINUING FOR A TOTAL DISTIAN C H OH '385.1f FEET TC A CONCRETE
MONUMENT AT THE NORTH EDGE Of CASHATT RICAD MIGHT CF'WAY; THENCE N
49-4SI- 45 W, ;140. ;11 FEET TO A COMPUTED BOINT; THENCE N 451-46-45 W, 286.91 FEBTI
TO AN EXISTIINC IKON BIN; THENCE N 46-33 ` VAI, 87.67 FEET TO A CCMBUTELI
BOINT; THENCE N X19-08-30 W, 9(.91 FEET TO A COMBUTEDI BOINT; THENCH N M-119-
40 W, 511.E 1 FEBTI TO A C OMBUT HD POINT; THENCE N 48-37-06 W, 11 4._` 4 FEET TO A
NEW IKON BIN CN THE NOMTH RIICHT CF WAY CF CA11IHATT RICAD; THENCE N 3-
48-50 E, -193.11 BEET TIO A NEW IRON BIN; THENCE N 78-1SI.05 W, 12(.35 FEET TO AN
EXISTIINC IKON PIN; THENCE N 4-34-3f E, 6231.06 FEET TO THH BOINT CB BEGINNING
CC NTA INING 1511.03 ACRES MC RE C R LHSS .
SECTION 2. Should any suctiian or provision cif this ardiinancle ba ducllarud invalid, such
deaisiian shall not affect the ualid:iIy of lha rarnaining ploriions cif this ordinance.
SECTION 3. That al:l ordinanclas or parts of ordinances in conflict with the prouisiicins of this
ordinancicl are hareby rappaled.
SECTICN 4. This ordinance shall beciarna ciffuctiivell upon the] dates of adoptian.
Adopled by C oily Council,
This the 30th day of October, 2001.
Ilisa B. `liiarling, City C ]lark)

DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
.Iplec'ad U,a Parmii 01-0E
MRR of Haigh Paint, LIK.
Pagel :I of <
SIHECIAL LSE HERMIT 01-06
CITY OF BIIGHI POINT, NCRITH CARIOLINA
C ctoblen 30.2 CI01
(Ad ophid )
THE CITY CP HIIGH POINT CITY CCUNCIL, AUR'SUANT TC SECTION 14, SPEC IAIL
USE PHRMIITIS, OF THH CIITIYI CF HIGH AOINTI DIBMELCPMENT ORDINANCIH,
AFIPRIOVFD A SAECIAL USE PERMIT ANDI SITE PLAN FORTHE PCLLOWING USE,
SUBJECT TIO THE FC BLOWING CCNDITIIUM1111):
USE: Dlarrialit:ion Dlebnisl Landfill (Ma.or) and customary accessory uses assaciiatud with This
uses ass allowead in thea Agriculture (JAG, Dlislrict shall bei permilled, sub'ecit Ica the
development and dimensional racluiiiamenits oft 1he AG D;istr1clt.
CCNDITICNS:
A. Openiation c& this facility shawl ties perrrittead only batweaen 1ha tours of lam and
7pm Monday thln Friday and hiomi 7:30 am to 1:00 pori on Satuiic aNs, eaxclludinlg
nalional Holidays, unl ass specifically authorized by thea Cily. Any operation
beyond ltlasea days and hours shall be in acicordance w;ilh thea following
reaqu;i neameants:
1. Any neaqueast far extension shall tea approved by thea C:i1N Managear.
2. Request 1611 extendead apearat:ion shall only ties for emangenciN siituations, suahl as
debris removal afNenl a hlunicanea, or ,similar s:iluat:ions in which 1he tamely
removal of debris is a public neaess;ily.
?I. The property ownear shall] be nequiread to submilt a writilein reiqueast calailing the
purllase, public saftslN is:aueas and numbed oft daNs fon thea requested eaxlenls:larl.
4. In no i.nstanci a shall tlaursi of operal ion ext end pasl 1 l pm.
B. The use and thle bounc ary of thea filling/grading area shall cicanform Ica the
appravead site plan. No glradingl and/or filling shall be permitted outside of This
area. E licaeapt fon approved aaciess poirils, sedimeanlation ponds, stormlwaleail control
measures, and eonstruclleid wellands/slreaambankl restoration pno'ecils, no aspect cifthis apearation shlal:I be within 1He Watearshed Crit:iaal Area for Rand]leamanl Bake.
Al a minimum, all can -site enlgineereac slarmwalerl control ponds shall be oversiaead
by a tweinty (20, percent capacity facito11 based on a 25 -year storm deas:ignl.
C. Landscaping and Scneeaning:
1. A minilmumi fifty (If 0' foot wide Ilype A Filant:ing Ylanlc shall bel reaquiread
wherea thle site abuts neasideanlial uses and/or zoning along plea northearn and
easitern propearty linea (next ilo Guilforld Count)I Tcni Paraehl IS -•94-71641-•940-E;
IJ -94 -7043 -941 -JA & 23; 15-94-71043-941-Z- cdong j1hat p option of J 5-94 --
7C 16-882-•4 lying narlth of the L take power) mansmihision iline ana along j1he
entine h iverdcil6 Didw frontage of the Title). A]I existing tneeas and vegetation
shall ba preasearved in this planting yard anc supplemieanted, whlene neacaeassary, to

DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
Speakil Use Hermit (L -CIE
MRR cif High Paint, LLC.
Ngle 21 cdl 51
mciet the 1lypci A P]lalnling Ylard rales. The property ownar shall bel permitlead to
romlcavca unheiaalthy vogealaticin and vegetation that may pose) a dangers. The
property owner shall also bel pearmitlead to prune) existing vegetation within the
planting yard wiela in orders la maintain the health of thea ex:ist:ing vcageatat:ion.
2. An eaaarthen serlecining berm shall bel required la ,icircicin the) visual] and rlcaise
impacal of alho uscl. At a minimum, such berm shall caonsisl of alho following:
aI. Ila bcarml shall to cistablisheid internlaallN upon 1ho silex, outside cif lho
mlinimum fifty (If 0' foot w:idca IN11ci A Ranting Yard, along the norlherri
anc eastern porticiri of the) site (Iriext i10 Gu;i;lfond County 7lax FlcircE;is i 5-•�4-
7041-940 8; j5 -94-.7043-941-j7 & 23; and along the entiirE hhiverdale
Driw frori tagE of the AtE . )
b. M:in:imium deavelopmeint slandalyds foci the berm shall consist of thiel
fcallom ging:
i. M inimum 1 en (10) foot high).
ii. Maximum'4I:1 sicca slopes.
iii. Minimum five) (5) foot widci leave) 1111 ant ing area upon the lop.
iv. 11hca berm shall bei reaqu hicid la Have v Bagel atil v e ground cloveir and
civenigraen trees upcan ltei five (5) fciot wide planting aarcia. Trocis shall
I ci planted a magi imum of 15 fcaeat aparl and have a minimum cialipler of
1 - l 1/2 :inch cis and height of six (6) feel a1 the times of planting
ca. Along alhca Riverdale Rcaaad fronalagei cifl the sitca, the berm may not be
requiried ;in areias used fora vehielei aeaciss cm non-prcaaeassing officie/suplport
structures. In no instanaci, shall thore be a breiak)gap of mode than 1100 feet
oft lhei berm fear acct ass ori offficie/suplport strualurcis.
d. The scriecining berm shall bei riequirled to be fully installleid and landscaplcad
priori to thea commeinciement of any demolition debris landfill grading or
fill acilivity other than the exeavaition of cin -site materiiall fcin Ila t orm
itsclf.
D. Development of ttcl site and dere alit:ion deabris landfill) grading 1611 fill areas or
filling acitiv:ily shall not ci amimence until all 11oaa1l agency approvals Have bcierl
granteid and lila Slate's "pearmit to cionstruct" has been issueid.
E. 11ha demcilition debllis llancfill shall opleillate in conformity will all reilevant loaall
and stale public health and safety regulations and ;in such a manner as to plreaveml
lHe arciaat:ion oft a nuisance, uniminitary cionditions, or potential public health Hazard.
The City Cclulnail, upon shorn ing of due cialuscl, shladl have thea authority to scaheaculca
aI hearing and cons:idor the revocation of this permill uplcan eavidence oft v:ialaition of
any stale and local rlegulalions that g avearn this usci. At its option, the City may
also eleact to :issuea a "notice of violation" fbrl mincir or incideanlal violations tHaat area
easily can quickly aorneated.

DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
9peaial Usei Permiit 01-0E
MRM till RIi€Ih Poi nit, LIIIC.
Aa€le '2I of
F. Prior to app'ly'
to the Slate for a perrrit to operator ar camolit�ion debris landfill,
including awl permit riev:ierws bbl Iter Slate, the ownedoperalcm shah gave not:icie to
the Departmar.rl of Planning & Develcipmanl of such appliaalion. Such notiael
shall bel a min:imiumi of 30-daNs priori la fiilin8 of the aplllicatior.r with )her State.
The purpose) of the r iol ifical ion is so thal the) clIN may aommar.rl to Ther Slater an the
riequesled approval.
G. Priam to Brach permit raview t y the) "Itarle, the owneri/operator stall notify the
Ilaparrtment cif P:larining & Dervelopment of such relview in orideni to allow thel City
a rerasonabla opportunity to arisure it al the demioilition debris landfill is operating
in aaciorc ancie with the conditiciris of this Permit. Ther ownelr/opeuiatori shawl offers
to amand Itis Permit to :iriciarlloriale any new riegulalions adopted bN the) Stalel of
North Carolina that pertain to demo:lilion dabr'is landfills, so long as the newly
adoptad riegu:lalions ares riche) stringelnl that current relgu:lalions. Ther Department
of F lanninig & Davalopment st all be ai:lhor�ized to determiner whether it is in the)
city's �inlerest thal such newly adopted Stater iiegulat:ions bel incorporalad into this
Permit.
H. Accass to the laricfill shall be ciantralled witt gates, aharins, fencers, ditahas, and/or
lraes to Flrmanl umiegulatac dumping.
I. A:II unpavad areas st adl ba maintained an a manmier whiah prervernts dusl from
advarseIN impacrling adjacient Flroperlies. The access crivas shall be of all-weartheii
cionstruclion ant properIN maintained. Adequate arosion contriol measuiies,
structrlras, or devices shall bei r:llil:iaed to pravaril soil for :lerarving Ilei Sita and to
prervanl axaerssive on site arasion.
J. Appropriate methods shall be Flrovidad to confine material subjact to ba blown by
the wand w.ilhin then arerar. At the conclusion of eacH day of operialion, all
wiridblown materrial resulling from thle operation sHall ba collercted and rerturr ad to
the area by the owner or operralor.
K. No filling is perm 11ed in anly Flood Hazard Ai era. No filling is permittad in rn nor
driainiageways unless the dria'iriagja has berern piped ari accordance wilh approved
plans. No filling is permiilted in utility erasaments.
L. Landfills shall be alosad w:ilh a minimum of Iwo (2) facet of claan soil, graded to a
maximum slople of Three to orae (2:1), and slabiliaerc witH vegetalion or by others
approved merans.
M. An inforrr.artion board sign sHarll ba postad and mairitainad al the entrancia, lasting
then name and le:laphone number of Ther cunient operralor, the lyples of materrial
accepted, and Ther Hours of operrat:ion.

DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
Special Use Perm it 01-C16
M14R of FligE Haim, ILC.
Aaiga 4 of `I
N. Porticaris of 1ha site lying within Hier �-I cif 1ha Randleamian Lake Cr.ilica:l Watershead
Arena shalll not be useid for filling or stcaragea of deibris fon lhel Majora Demoliilion
Landfill.
O. Lladicalion for But 11 i Use
11. Thle property owner agrems to deldicale for public reareaaational user by thea C oily
of Haigh Point, or sell al nominail price for thea samie plurpase, all aareaas sittlated
or lysing abova thea Major Deamolilion Datris Llandfill after 1he elnlinel landfill on
seactlons lhelroof ares al clapac:ily and capped aff. This offler ofl dedication or
sale is plredicalead uplon:
a. Aplppioua] by all plennitling aulhodlies;
b. Aplprouail by 1he C:ily of High Plaint;
c. Thle City's aareaemenl to incaun all mollintenanaea aid liability relsplonsat ility
far thle relcrealional facilitieas; and
d. Thle property cawner's relaasa foam ad vadoneam lax fiat dity for 11 ea plorlions
of the sile sold on ceadicaled.
'4I. All mianlitmina and olhem land fila redaled cost and liab.illitieas wound continue to
be the reaspons.ib:ility of thle property cawner. "Nominal pr:iclea", as staled above,
shah be inlelrprated as meaning suff6iciienl ci ansideratican floe clanlraeltual
purploseas and/or sufficient to miligatel additional ocists :incurred by thea pnopcartyl
ownem to fulfils this aondalion.
P. The landli'll miaaN only bei used so lona as the aplpllicanl is capearating a recyalinla
plrociess.ing ci anter ori site That readuceas lhei slreiam oil materials enleirina lhei landflill
and monitors the materials entering 11 ei landfill. The appl:licanit furthlerl agreas thal
cassation of use oil 11 ei recycalinlg processing clenter shall provide suffic:ienl
authotily wllhiri the City of High Point to rlevoke 11 e prloplerty owlrieir's conditianal
usa and special usei peirmits goueiffina and allowlina use of thle demolitricin debris
:landfill oni 1he sites.
C. Tha property cawnem aaknowlledges lhlat all aond:ilions clonlaained in this permit area
binding, legal caondilions, and That failure to meaeat anN of the conditions heireain
maN nesult:in revocation of thea perm 1 until such conlditicns area mel.
Descmiptionl oft Brcapearty: Being a total oil six ((; lots totaling approximalealy 1153.8 aciras geanerally
llaclated applroximalely 800 feel south oft Kivell Drive along 1he weasl sides of R.ivendale Dtivei and
north cafl Cashalt Roac and is kncawn as Cuilforc Counly Tax Platice](s) 15-94-7043-5141-3
(portion) and 11 ots 15-94-7043-941-1, If -94-7043-•941-4, 1 -94-704'--94,1-1(, 15-514-7041-940-51,
grid 18 86-1-1 (Ipcarlion;
This Special Use Permiil and aplproveid sites pl:lan anew perpetually t inding uplon thea above-
deiscriltead proplerty, un.leass subseaqueantly ameindeid as provided ;iri 11ei Deavealopmunl Ondinanice on
Cantil a usa othem isa plermitled :in thle Donina district is astat ]ishad.

DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
Spacial Usa Penmiil C l -CI6
MRM ct iah Painl, LLC.
Paiaei 5 C
This Spacial Use Berm:i I shall belcome v ci i d of for el ghll aeln (118) months f iiom II t a d ate/ of Ciil y
Counai] approval or a lessor time, it eonditicirlad, unless the Spuclial Usel aulhcirl:i2leld has belgun
and/or a fbotang inspecion has telan appravad. Ulta Spaclial Use aullhor:iaeld is discianiinueld for
a poriicld axaelelding aighltearl 1118) months cm raplacad by a use othaimise perm:ilted.in tha AoniriE
district, then 1 t o Special Use shall t a deamad at andanad and this Special Use Parmi t shla111 ba
null and void and of no effticlt. 1f fbr any reason any condition imposad This Special Use Bermiil
its found to tel illegal on invalid, Then This Spacial Usa Parmit shall be null] and void and of no
affdat.
'Ma :issuancia of This Special Use Berm) authoriaas the filing cif an appllieallion foil a building
parmiit, sine plan, slubdiuisilcin ar other) davalopmenit apprava] as raqu:irad bN the Devalorlment
Ordinance.
SAECIALI USE PERMITI 01-06 AND THB ACCCMAANYING STIR MAN WERE
AAPRIOMED IPO THB CTTYI COUNCIL CF HIGH AOINT, NCRMH CAROLINA CN THE 30`x'
DA YI OF OCTC E EM, 2001.
Ah A- illy, jLvn--
Lisa B. Vliierli.nlg
rC 1,36)6 I
Dail a

DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
------------------
o 1+ R p qD
ti
t , p AG == .AG
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aq 6 p! ❑ 0 =
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CORPORATE LimrTs r'
RS- . Q= t a AG
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AG ''-
LIPr
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HI
' HIGH Po1Nr
HI
SPECIAL USE PERMIT 01-06101-07 Department of Planning �
Request: Special Use Permits to allow a Demolition Debris and Development
Landfill and a Recycling Process Centex- in a
Condition Use Agricultural district. City of High Point
Property location of requested special use Date: July 11, 2001 Scale: V 800'
i:lha-pz=0Vpz j my-apr

����///��/��i�fii

DocuSign Envelope ID: D19F47D5-B817-4094-858E-AllDC9F14096
Y
S
1
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` AREA
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DRAMq___SAWjNk _
CHECKED .1�_rE ..«mr� mur..aa.
DATE–OAPPRV lhatDt 091—,9NEERINGNC. • a.,..P�"�"'.2
THIS DRAWING CITY
IS PLOTTED TO
WALL
FIT 11"x17'
AND IS NOT
1'=180 4.30.07 TO SCALE
�.
ACCESS ROAD
PERENNIALSTREAM/WATER SURFACE
-------
ADJACENT PROPERTY UNES
MATERIAL
\
STORAGE
LIMITS OF WASTE
SPCA
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POWER LINE
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APPROXIMATE WASTE LIMITS
PROPOSED SEDMENTATION
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DRAMq___SAWjNk _
CHECKED .1�_rE ..«mr� mur..aa.
DATE–OAPPRV lhatDt 091—,9NEERINGNC. • a.,..P�"�"'.2
THIS DRAWING CITY
IS PLOTTED TO
WALL
FIT 11"x17'
AND IS NOT
1'=180 4.30.07 TO SCALE
�.
ACCESS ROAD
PERENNIALSTREAM/WATER SURFACE
-------
ADJACENT PROPERTY UNES
+••�+•�
FACILITY BOUNDARY
WATERSHED CRITICAL AREA BOUNDARY
LIMITS OF WASTE
— . — x —
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APPROXIMATE WASTE LIMITS
PROPOSED SEDMENTATION
PONDS APPROXIMATE LOCAIIDN
FLOODPLAIN APPRD)OMATE LOCATION
sY 1
EXISTING POND
Special Use Permit 01-06 and the accompanying site
plan were approved by the City Council of High
Point, NC on the 30'h day of October, 2001.
I
Special Use Permit 01-07 and the accompanying site
plain were approved by the City Council of High
Point, NC on the 30'h day of October, 2001.
City clerk
OF HIUM F'UIN I, LLL;. DRAWING
GH POINT NORTH CAROLINA NQ,
MASTER SITE PLAN)
Ib 3d a
Date

DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
MR OF HIGH POINT, LLC
CONSTRUCTION & DEMOLITION
DEBRIS LANDFILL
HIGH POINT, NORTH CAROLINA
PREPARED FORT
NRR OF HIGH POINT, LLC
431 RALEIGN VIEW ROAD
RALEIGH, NORTH CAROLINA 37+10
FOR PERMITTING ONLY
SITE APPLICATION
PREPARED BYi
JUNE 2002 .� �, •_�
REMISED JANUARY 2003■•�
ENGINEERING, INC.
2301 91t9T ■9AOOWVItw ROAD, 9wTe 203
QRSENSMOR0, MMTN CAROLINA 27407
{330} 223-0092 FAM [phone]
C3 2QG2 j. c. _n- r. — An . qnlz --d

DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
NOTE:
1. THE LOCATIONS SHONN FOR ALL BORINGS, TEST PITS, AND
PIEZOMETER P -U (UNKNONN PIEZOMETER) ARE APPROXIMATE,
LINE TABLE
BENCH
MARK INFORMATION:
' POINT
NORTIfINC I EASTING ELEVATGN
ESM -1
SD3070.83 1727'538.54 Bi 2,32
8M-2
- 502745.01 11727543.71 803.59
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DISPOSAL.
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V /,—PROPERTY
BOUNDARY
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RESIDENTIAL NEIL TO + ,t Y _ r N 89;3Ui+0
- mBE ABANDONED +
T . EXISTING STRUCTURES _
Aa _ 1 a TO BE REMOVED `
_-+C,-
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DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
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DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
NOTES:
1. TOPOGRAPHIC CONTOUR INTERVAL ® 2 FEET.
2. BEDROCK SURFACE CONTOUR INTERVAL - 10 FEET.
S. ELEVATIONS REPRESENT THE ESTIMATED TOP OF BEDROCK,
WHICH COINCIDES WITH AUGER REFUSAL EXCEPT FOR P-10
AND P-13. CORE DATA WERE USED TO DETERMINE THE TCP
OF COMPETENT BEDROCK AT THESE LOCATIONS AS EXPLAINED
IN TABLE 3.
4. THE LOCATIONS AND ELEVATIONS FOR ALL BORINGS, TEST
PITS, AND PIE$OM €TER P -U ARE APPROXIMATE.
5. THE ELEVATION FOR P-4 WAS NOT USED IN THE
CONSTRUCTION OF BEDROCK CONTOURS AS EXPLAINED IN
TABLE 4.
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DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
special Use Permit 01-01
M RR cif High Po:init, LLC.
Pa€fie 1 of 4
SIPECIA L USE PERMIT 01-07
CITYI C F HIG H AIC INT, NOMTB CAMC I]INA
October 210, 2001
(A dopl ed)
THB C ITIY C B HIG H F OINT CITYI COUNCIL, PIU14SUAN T TC SECTIC N 9-3-14, SHECIAL
USE HBRMIT9, OP THE CITYI OP HIGH POINT DEVELCHMENT CRDINANCE,
AHPRIC VED A SHHCIAL UISE HHRMIT AND SITH PLAN FOR THFI HOLLOWING USE,
SUB JECT T O THE PC LLC WING CONDITIC N(S; :
UISE: Recycling Proccassing Centcui and customary acccassary uses associated with tlis uscl as
allowed in the Agriaulllmie (JAC' District shall bel pormiittcad, subjeal to lhel devaloplmeanl
and dimelnsionial iiequitemenls cif the AC Disitiel.
CC NETTICNS:
A. Cpeareltion of ilhiis facility shall be perm:ilted ar.ily bcalwecan the hours of lam and
7pm Monday thru Friday and fkiom 7:10 am to 1:00 pm ori Saturdays, excluding
natiorial holidays, unless spcacaifhaally author:isaed by the City. Any opeiialt:ion
beyond lhesea days alnd hours shah be :in aaacrdanaa with the fklllow:ing
rcaquircamielnts:
1. Any reaquast for exteansion shawl be appiioveld by tho City Managers.
2. Request for cimianded operation shall only be fbri emergency situallions, such as
debris removal after a hurr:icaaane, ar similar situalions :in which the timely
removal of debris is a public neciassity.
3. The property cawner sl all ba required to submit a written request detailing the
plurpose, public safety issues and number of days fbri the requested extcansion.
4. In no instancie shall homes of opeuiat:ian extend past 11 plm.
B. The use and the boundary of the filling/gradir.ig area shall conform to the
apptovod site plan. No grading and/ori filling shall be parmittcad outside) of this
area. Bxcaelpt for aplpravcld aacccass points, scadimentalior ponds, stormwateri ci anlroll
measures, and constructed wat. ands/streamibad restcralion projelcts, no aspaat of
this oplclralion shal bel within thea Watershad Cridical Asea far Randleman Lake.
Al a minimum, al] on-sile cinginaered stormwatcr control plonds shall ba oversisaec
by a twelnl A (20) percelnl capacity factor basad on 25 -year storm dcaslign
C. Landscaping aand Sclreaenina?:
1. A minimum fifty (50) fcaal wide Type A P:lanling Yard shall be requited
where 1he situ abuts tesidantia] useas andiot zoning along the northern and
eastern property line (nexil to Guilf and County 71ax I aticels j 5-94 -.7641-940-61-
15-94-7043-.941 -17
•7641-940-615-94-7043-.941-17 & 23; IJ -514-7043-941.7; along that portion (f 15•.94-
7016-682-4 lyiin� north of ilhe Dukk power trammisijuion link and ailong ilhe
entitle hlivetidaile Drlke frontage of thk siite). All caxisting treses and vegelat:ionl

DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
Spec is l Usei F ermi4 CLI -CI7
MRP of H'glh Paint, LLC.
Pa go 21 of 4
shall ba presar,%& in 1hi,l planting yarc and supp;lamented, whera necemarN, to
meiat 1 ha Type A P:I ant i ng -lard rate. The property cawneir shall tea perm:i l led tca
Peru ave unheaalthy vegelation and uageitalion thal may po,la a danger. The
property owriear shall] naso be permiittad to prunes existing vegetation within thea
1111anling yard arena in ordalli to maintain tl. ea health of lhea existing veageatalion.
2. An esarthen screening tearm slhala be raquirad to sciraan thea visluaf and noi,lea
impact of the use. At a minimum, ,lucih berm shall conisaisl of lhea followin8:
a. The berm shall be esltab:lished :inlarnatly upon rhea site, outslide of lha
minimum f:if1N (50) fool wide Type A Flanging Yard, alor.ig the northern)
and awil ern portion of the site (nems] to Guilford County) lax llcircEil 15-94-
7041-940-8; IJ -94-7043-941-17 & 23; and along the EnitirEi filiverdaile
Dritiefrontage cf the shle.,
b. Minimum deve:lopmerll staridares for the berme shall consist of the
fo]]oWnig:
i. Minimum lar.i (10; foot high.
ii. Maximums 2:1 s: da slopea,l.
iii. Mlinimum fives (5) foot wide levea] planliri8 area uparl the top.
iv. The berm shall] ba riequiried to have vegatat: ve ground coven and
evergreean Imes upon the f:iuea (15; foot wide plantiri8 a ua. Traes shall
be planted a maximum cif if feel apart and have a minimum cial:iper of
I - 11/2 iniches and height of s ix (6) f feel all the times of p:l ant in8
a. Along the Riverida]ea Road fiiontage of the sites, the bermi may nal t e
required in areas umd fcr vehicile aacesls ori non-proaassing office/suppcart
,1lruatuiia,l. In nca insllanee, ,ihall lherie ba a bresalc/gap ofl more than 100 feet
of the berm foil accesl,l oil office/support structuress.
d. The slciieening berm slhall be reaquiread to ba fully imitalllad avid landsciapad
piiioii to the commenaeament cafl any damolitian debiiisl :landfall grading or
fill aetiuiity other than lho cmcavaliori cif on-site materia] far the beirrr.i
lsellfl
D. Ravelopment cif the ,lite amid reuyaling plroaeassing aeriler aetiv:iliesl slhal] not
aommemcie until all local a8eancy appiimahi have been grantad amid the S1ata'sl
"plarmit Ica coni,Itrucil" has beaan :ismad.
E. Thea vacycEng proceslsirig cieniter sha]l opearatea in conformity wil] all ralevanit :locial
and state put ]ic heaalh and saf sty regulations and in such a manner as to piievenit
Ira creation of anui,lance, unsan:lag aond:iflons, m poterilial putllic heaalth haoak.
'➢res City Councill, upon slhawiinig oflcuea cause, shallhave ]hes authority to schedule
a hearing and ciansideri ]hes revoeaticin cif this permil upon evidence of vicalation of
anN spates and Ilocial vagulatiicrosl that govern th:sl use. At its cipliori, the City may
al,lca eleacit to imue a "notice cif uiolaticin" foil rnJnor cr incidental viollation,l that are
amily ori quickly coniectead.

DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
Special Use Pairil (11 -CI,
MMRI of High Aoinil, LLC.
Paigo 3 of 4
P. F rior to applying to 11 a Sl atea for a permit 1 o ogler ate a raayaling pli ocess:ing canter,
inaluding all perm -iii reviews by the Stala, llha cawnen/oplerator shall give nolieei Ica
Ito Llelplartment of Planning & 17avelopment cif such application. Such notice)
shall be a minimum of SIO -days prior to filing cif the aplplliciaation with the Slate.
Mea plurpase cif the notifical ican is sci that the aity may comment to the State on )tea
reacueasteac applricavad.
G. Prior to each plum -it rev:ieaw by the Slatea, the owncidaparalor shall] notify 1ha
Department of Flanning & Develcaplmeint of such review :in orideri Ica allow the City
a reasonable opplortun:ilN 10 ensure haat the recyaling processing clenteri is
caplearating in accordance with the condit:icss of this Permit. Mea owner/opleniator
shall offer 10 amend this Permit 10 incorporate any neva regulaticss adopltead t y the
State cif Northl Carolina thal partais to reayaling priacleming uarllerisl, sci long as the
naval}) adopted ragulaations aria mote striingenl thal current reigu;latiomi. The
Deaparlment cif Planning & Llcivedopment shlal] be aull oriiaad to del ermine whather
it isl in thea city's interest that such raeawly adoplled Stale regulations be
incorporated into this Permi1.
H. Access to the racycling processing cianlari shall be controllead with gates), cha:insl,
fences, ditchas, and/or lreaas to prevent unregulated dumping.
I. All unpaved aneaaas shall be maintained in a manner which prevents dust from
adversely impacting aadjaceanl propartieisl. The accass drives) shall be of al:l-weathers
construction and plrioplerly mainlained. Adequatea erosion control meaaasures,
sltructures, or devkias shad] be utilized to plreaueanl soil for leaving the sale and to
plrevent exces,,6va on situ erosiciri.
a. Aplpropriale mealhcads shall bei provided to acsfiinea matariial subject to be blown by
thea wind within the area. Al thei conclusion of each day of cipearaation, all
windblown miaateria] resulting frcam the opearaation shall be aolleeteac and returned Ica
1 hei area by tha owner ar opar ator .
K. No storage cif mates i als is pearmitl ead ;in any Flood Hazland Areia; minor
drainageawaysl unless the crainage has tellen plipled in aaaoridanaea w;ilb aplplrauead
plans cir utility easemanls.
L. Maternal storage piles shall not axaaed thirty (30) feel in haigt 1.
M. An informatics board sigrl shall] ba plosteac and miaintainad at the entrance, ]isling
111a names and telleaplhone riumbear cif the aurrient capearalor, the lypleas of material
accepteid, anc thle hours of opleralion.
N. The ppiopleirty owner acknowledges that all aonditians contailnead in this parmit area
biincing, legal condilions, and lhat faiilure to meal any oft the ci andilions heroin
may result in revoaalion of )tea plermil until such conditiomi are met.

DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
Spacial Usa Permit MAI
MRR of HjAh Paini, LIUC.
Pagle 4 of 4
Descnipt:ion of Hropeirty: Buirig a lalal cif six (1E; lots tolaling aipproximalaly 153.8 acuses 8arieirally
loealeid aplproximailely E100 fear sciulh of Kfvalt Drive ailon8 the wesl side of Riveiidale Dhiive and
north of Cashatil Rlciaid and is known as Guilford County Taint Harce](1s) 1-1-94-7043-941-3
(portion; and lals 15-94-7CI43-941-1, 15-514-7043-941-•4, 15-514-704?I-514]-16, 15-SI4-7041-5140-9,
and 1I8 -2I86-1-1 (portion;
This Spacial Use Parrrlit and approved stile plan ante parpatu ailly bine ingl upori the aibava-
described properly, unless subsequently arrlended as pravideid iri the Dleivalopment Crd:irlancia cin
urilil a use otheriwtisa pernOted iri tha zoning d:istriclt is established.
Thlis Spacial Use Permit shall becomes void after eighlteeiri (18; months from the dale of CilN
Couriail approval on a lassaii lime, if cionditioned, unless the Special Use authorized has beguln
and/or a footing irispecilion has been approved. If the Special Use authorized is discor.ilinued for
a paricid eixcleseding eightaein (118; months or replacled by a use othemisa peirmittad iri the zoning)
district, then the Special Use shall be desemed abandoned and lhis Spacial Uses Harmit shall bei
null eirid void and of No esffesclt. If far aril resascin any clone ition imposed this Special Uses Hennil
is fciund to bes illegal or invalk, then this Special Use Hermit shall be null and void and of nio
esffesclt.
'➢lea issuanca of lhis 9peaial Use Hermil aulhciri2es tha filing) of an aplplicaliori fon a building
permit, silei plan, subdivisicin ar other cavelopmenl approval ass raquitied by lha Lleivaloprricinl
C i diriancle.
SPBCIAIJ USB PERM 01-07 ANI; '➢HE ACCCMHANYINIG STIR FILAN WERE
A.PHRC VEDI B A THEI CTTY COUNCIL CF HIGH PC INT, NC R)1H C A.R OLINA CN 'IFM 210'
DIAYI C F C CTOBER, 2001.
LiA B. Vieirling Date
City Clarld

DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
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HI
SPECIAL USE PERMIT 01-06101-07 Department of Planning �
Request: Special Use Permits to allow a Demolition Debris and Development
Landfill and a Recycling Process Centex- in a
Condition Use Agricultural district. City of High Point
Property location of requested special use Date: July 11, 2001 Scale: V 800'
i:lha-pz=0Vpz j my-apr

DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
This page intentionally left blank.

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DocuSign Envelope ID: D19F47D5-B817-4094-858E-AllDC9F14096
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DATE–OAPPRV lhatDt 091—,9NEERINGNC. • a.,..P�"�"'.2
THIS DRAWING CITY
IS PLOTTED TO
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AND IS NOT
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DATE–OAPPRV lhatDt 091—,9NEERINGNC. • a.,..P�"�"'.2
THIS DRAWING CITY
IS PLOTTED TO
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AND IS NOT
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�.
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PROPOSED SEDMENTATION
PONDS APPROXIMATE LOCAIIDN
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sY 1
EXISTING POND
Special Use Permit 01-06 and the accompanying site
plan were approved by the City Council of High
Point, NC on the 30'h day of October, 2001.
I
Special Use Permit 01-07 and the accompanying site
plain were approved by the City Council of High
Point, NC on the 30'h day of October, 2001.
City clerk
OF HIUM F'UIN I, LLL;. DRAWING
GH POINT NORTH CAROLINA NQ,
MASTER SITE PLAN)
Ib 3d a
Date

DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
MR OF HIGH POINT, LLC
CONSTRUCTION & DEMOLITION
DEBRIS LANDFILL
HIGH POINT, NORTH CAROLINA
PREPARED FORT
NRR OF HIGH POINT, LLC
431 RALEIGN VIEW ROAD
RALEIGH, NORTH CAROLINA 37+10
FOR PERMITTING ONLY
SITE APPLICATION
PREPARED BYi
JUNE 2002 .� �, •_�
REMISED JANUARY 2003■•�
ENGINEERING, INC.
2301 91t9T ■9AOOWVItw ROAD, 9wTe 203
QRSENSMOR0, MMTN CAROLINA 27407
{330} 223-0092 FAM [phone]
C3 2QG2 j. c. _n- r. — An . qnlz --d

DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
NOTE:
1. THE LOCATIONS SHONN FOR ALL BORINGS, TEST PITS, AND
PIEZOMETER P -U (UNKNONN PIEZOMETER) ARE APPROXIMATE,
LINE TABLE
BENCH
MARK INFORMATION:
' POINT
NORTIfINC I EASTING ELEVATGN
ESM -1
SD3070.83 1727'538.54 Bi 2,32
8M-2
- 502745.01 11727543.71 803.59
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DISPOSAL.
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RESIDENTIAL NEIL TO + ,t Y _ r N 89;3Ui+0
- mBE ABANDONED +
T . EXISTING STRUCTURES _
Aa _ 1 a TO BE REMOVED `
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/ / a` : ,.! TO BE RCWOV D
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DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
NOTES:
1. TOPOGRAPHIC CONTOUR INTERVAL ® 2 FEET.
2. BEDROCK SURFACE CONTOUR INTERVAL - 10 FEET.
S. ELEVATIONS REPRESENT THE ESTIMATED TOP OF BEDROCK,
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AND P-13. CORE DATA WERE USED TO DETERMINE THE TCP
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IN TABLE 3.
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DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
APPENDIX 3

DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
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DocuSign Envelope ID: D19F47D5-B817-4094-858E-A11DC9F14096
A1kT';'
NCDENR
Permit No: 4116
High Point C&D Landfill &
C&D Waste Reclamation Pad
August 4, 2014
Document ID No. 21408
Page 1 of 22
North Carolina Department of Environment and Natural Resources
Division of Waste Management
Pat McCrory Linda M. Culpepper John E. Skvarla, III
Governor Director Secretary
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WASTE MANAGEMENT
SOLID WASTE SECTION
SOLID WASTE MANAGEMENT FACILITY
Permit No. 41-16
WI HIGH POINT LANDFILL, LLC
(a wholly-owned subsidiary of Waste Industries USA, Inc.)
is hereby issued a
PERMIT TO CONSTRUCT
4116-CDLF-2012 High Point C&D Debris Landfill — Phase 213-2
PERMIT TO OPERATE
4116-CDLF-2012 High Point C&D Debris Landfill — Phase 1, Phase 2A, Phase 2B-1
4116-MWP-2012 High Point C&D Waste Reclamation Pad
PERMIT FOR CLOSURE
Not Applicable
Located at 5822 Riverdale Drive, northeast of the City of High Point in Guilford County, North
Carolina, in accordance with Article 9, Chapter 130A, of the General Statutes of North Carolina and all
rules promulgated thereunder and subject to the conditions set forth in this permit. The legal description
of the site is identified on the deed recorded for this property listed in Attachment 1 of this permit.
Edward F. Mussler, III, P.E.
Permitting Branch Supervisor
Solid Waste Section
1646 Mail Service Center, Raleigh, North Carolina 27699-1646
Phone: [phone] Internet: http://portal.ncdenr.org/web/wm/sw
An Equal Opportunity \ Affirmative Action Employer

DocuSign Envelope ID: D19F47D5-B817-4094-858E-A11DC9F14096
Permit No. 4116
High Point C&D Debris Landfill &
C&D Waste Reclamation Pad
August 4, 2014
Document ID No. 21408
Page 2 of 22
ATTACHMENT 1
GENERAL PERMIT CONDITIONS INFORMATION
Permit to Operate Table
Permit
Status
Issuance
Review
Expiration
4116-CDLF-2012
Active
August 4, 2014
January 16, 2019
January 16, 2024
4116-MWP-2012
Active
January 15, 2014
Not Applicable
January 16, 2019
Part I General Facility
This permit is issued by the North Carolina Department of Environment and Natural
Resources, Division of Waste Management, Solid Waste Section (Section). In
accordance with North Carolina Solid Waste Management Rule 15A North Carolina
Administrative Code (NCAC) 13B .0201(d), a solid waste management facility permit
shall have two parts: a permit to construct and a permit to operate. The permit to
construct must be implemented in accordance with Attachment 2 of this permit. The
permit to operate must be implemented in accordance with Attachment 3 of this permit.
2. The persons to whom this permit is issued ("permittee") are the owners and operators of
the solid waste management facility.
3. The permit to construct and permit to operate for this facility issued September 4, 2012,
was recorded in the Guilford County Register of Deeds on September 13, 2012, in Deed
Book R 7391, Pages 117-133 [Document Identification Number (DIN) 17121].
4. When this property is sold, leased, conveyed, or transferred in any manner, the deed or
other instrument of transfer must contain in the deed description section, in no smaller
type than that used in the body of the deed or instrument, a statement that the property
has been used as a solid waste management facility and a reference by book and page to
the recordation of the permit.
5. By receiving waste at this facility the permittee shall be considered to have accepted the
terms and conditions of this permit.
6. Operation of this solid waste management facility shall be in accordance with the North
Carolina Solid Waste Management Rules, 15A NCAC 1313; Article 9 of the Chapter
130A of the North Carolina General Statutes (NCGS)(130A-290, et seq.); the conditions

DocuSign Envelope ID: D19F47D5-B817-4094-858E-A11DC9F14096
Permit No. 4116
High Point C&D Debris Landfill &
C&D Waste Reclamation Pad
August 4, 2014
Document ID No. 21408
Page 3 of 22
contained in this permit; and the approved plan. Should the approved plan and the rules
conflict, the Solid Waste Management Rules shall take precedence unless specifically
addressed by permit condition. Failure to comply may result in compliance action or
permit revocation.
7. This permit is issued based on the documents submitted in support of the application for
permitting the facility including those identified in Attachment 1, "List of Documents for
Approved Plan," and which constitute the approved plan for the facility. Where
discrepancies exist, the most recent submittals and the conditions of permit shall govern.
This permit may be transferred only with the approval of the Section, through the
issuance of a new or substantially amended permit in accordance with applicable statutes
and rules. In accordance with NCGS 130A -295.2(g) the permittee shall notify the Section
thirty (30) days prior to any significant change in the identity or business structure of
either the owner or the operator, including but not limited to a proposed transfer of
ownership of the facility or a change in the parent company of the owner or operator of
the facility.
9. The permittee is responsible for obtaining all permits and approvals necessary for the
development of this project including approval from appropriate agencies for a General
or Individual National Pollutant Discharge Elimination System Stormwater Discharge
Permit. Issuance of this permit does not remove the permittee's responsibilities for
compliance with any other local, state or federal rule, regulation, or statute.
Properties Approved for the Solid Waste Management Facility
Guilford County, NC - Register of Deeds
Book
Page
Grantor
Grantee Acres
R 7335
400
WCA of High Point, LLC
WI High Point, LLC 149.83
Plat 15
96-97
New Lot "A" in Recombination Plat Map
Total Site Acreage 149.83

DocuSign Envelope ID: D19F47D5-B817-4094-858E-A11DC9F14096
Permit No. 4116
High Point C&D Debris Landfill &
C&D Waste Reclamation Pad
August 4, 2014
Document ID No. 21408
Page 4 of 22
Part II Municipal Solid Waste Landfill Unit(s)
Not Applicable
Part III Construction and Demolition Landfill Unit(s)
4116-CDLF-2012, High Point C&D Debris Landfill
Permitting History
No.
Permit Type
Property Combination (2003)
Book
Page
Document
5830
2290
Combination Instrument
Plat 150
96-97
Recombination Plat Map
3
Permit Modification
Properties Included in New Lot "A"
5350
1568
Tax No. 18-523-1-1
5018
273
Tax No. 18-523-1-2
5248
914
Tax No. 18-523-1-3
5759
1144
Tax No. 18-523-1-4
5248
911
Tax No. 18-523-1-5
Part II Municipal Solid Waste Landfill Unit(s)
Not Applicable
Part III Construction and Demolition Landfill Unit(s)
4116-CDLF-2012, High Point C&D Debris Landfill
Permitting History
No.
Permit Type
Date Issued
Document
ID
1
Permit to Construct
May 14, 2003
2
Permit to Operate
February 10, 2004
3
Permit Modification
December 9, 2004
4
Permit Amendment
December 28,2007
3286
5
Permit Amendment
February 20, 2009
6710
6
Permit Modification
July 21, 2010
11138
7
Permit Amendment
May 5, 2011
12929
8
Permit Amendment
September 4, 2012
17121
9
Permit Amendment
January 16, 2014
20297
10
Permit Modification
August 4, 2014
21408
On May 14, 2003, a permit was issued for the construction of Phase 1 of the landfill to
MRR of High Point, LLC.
2. On February 10, 2004, a permit was issued for the operation of Phase 1, Cell 1 of the
landfill.

DocuSign Envelope ID: D19F47D5-B817-4094-858E-A11DC9F14096
Permit No. 4116
High Point C&D Debris Landfill &
C&D Waste Reclamation Pad
August 4, 2014
Document ID No. 21408
Page 5 of 22
3. On December 9, 2004, a modification was issued for revised operation plans, a change in
service area, and operation of Phase 1, Cells 2 and 3.
4. On December 28, 2007, an amendment was issued for the change in ownership from
MRR of High Point, LLC to WCA of High Point, LLC and for operation of Phase 1,
Cells 4 and 5.
5. On February 20, 2009, an amendment was issued for the construction of Phase 2 and for
the renewal of operations for Phase 1, Cells 1-5.
6. On July 21, 2010, a modification was issued for operation of Phase 2A.
7. On May 5, 2011, a substantial amendment was issued for an increase in service area.
On September 4, 2012, an amendment was issued for a change in ownership from WCA
of High Point, LLC to WI High Point, LLC.
9. On January 16, 2014, a 10 -yr amendment was issued for the operation of Phases 1 and
2A and for the remaining construction of Phase 2.
10. On August 4, 2014, a modification was issued approving operation of Phase 2B-1.
List of Documents for the Approved Plan
1. Volume One, Site Application, Section I, WCA of North Carolina, LLC, Construction and
Demolition Debris Landfill, High Point, North Carolina. Prepared by Joyce Engineering,
Inc. June 2002. Revised through January 24, March 5, and April 1, 2003.
2. Volume One, Site Application, Section II - Hydrogeologic Report and Groundwater
Monitoring Plan, WCA of North Carolina, LLC Construction and Demolition Debris
Landfill, High Point, North Carolina. Prepared by Joyce Engineering, Inc. June 2002.
Revised through January 24, March 5, and April 1, 2003.
3. Volume Two, Construction Plan Application, WCA of North Carolina, LLC Construction
and Demolition Debris Landfill, High Point, North Carolina. Prepared by Joyce
Engineering, Inc. June 2002. Revised through January 24, March 5, and April 1, 2003.
4. Fax dated February 12, 2003, from the City of High Point containing certified copy of the
minutes of the City Council Meeting of June 17, 2002, which approved the facility
franchise agreement.
5. Fax dated February 12, 2003, from Joyce Engineering, Inc. containing a copy of the
service area map referenced in the approved franchise agreement. Two full size maps of
the service area received February 13, 2003.
6. Fax dated February 19, 2003, from Joyce Engineering, Inc. containing information
submitted to the City of High Point for its review of the franchise agreement and local
government approval of the C&D facility.

DocuSign Envelope ID: D19F47D5-B817-4094-858E-A11DC9F14096
Permit No. 4116
High Point C&D Debris Landfill &
C&D Waste Reclamation Pad
August 4, 2014
Document ID No. 21408
Page 6 of 22
7. Sediment and Erosion control plan approval from the City of High Point dated February
25, 2003.
8. Instrument of Combination dated May 30, 2003, and submitted by Coggin, Blackwood &
Brannan, Attorneys at Law, making the five previous parcels of land into one single tract
of land for permitting purposes.
9. Letter from Joyce Engineering, Inc. addressing as -built certification for the reclamation
pad area of the facility, including a drawing titled "As Built Survey for a Portion of MRR
of High Point." December 22, 2003.
10. Letter from MRR Southern, LLC, as a follow up to a previous telephone conversation
requesting a "temporary" Permit to Operate in order to conduct processing equipment
tests with a nominal amount of waste material. December 22, 2003. Equipment testing
was conducted on December 30, 2003, with a representative of the Solid Waste Section
on site.
11. Letter from Joyce Engineering, Inc. providing hydro geologic subgrade inspection
certification and well abandonment records for ten piezometers and one water well.
January 21, 2004. Cover letter was replaced by an additional letter that addressed
weathered bedrock encountered in the central portion of Cell A. January 29, 2004.
12. Letter from Joyce Engineering, Inc. addressing as built surveys for the reclamation pad
and for Phase 1 - Cell A of the C&D Landfill. Three drawings were included:
"Comparison of As -Built Grades to Permitted Base Grades," "As Built Survey for a
Portion of WCA of North Carolina, LLC," and "As Built Survey Phase II for a Portion of
WCA of North Carolina, LLC." January 29, 2004.
13. Letter from "Pat" Curran, Manager of the Health Hazards Control Unit, Epidemiology
Section, Division of Public Health, NC Division of Health and Human Services. January
13, 2004. Received February 2, 2004. Letter addresses the Unit's review of MRR of
High Point's Operation Plan for the proposed Reclamation Center.
14. Letter from David Garrett, P.G., P.E., Engineering and Geology, certifying that the base
grades for Cells 2 and 3 of Phase 1 were constructed according to the approved plan.
Letter includes an as -built survey drawing showing the limits of construction. December
2, 2004.
15. Letter from David Garrett, P.G., P.E. Engineering and Geology certifying that the base
grades for Cells 4 and 5 of Phase 1 were constructed according to the approved plan.
Letter includes an as -built survey drawing showing the limits of construction. April 18,
2006.
16. Series of correspondence relating to ownership, name and properties [Document Id Nos.
RCO826, RCO827, RCO3177, RCO3196, RCO3246].

DocuSign Envelope ID: D19F47D5-B817-4094-858E-A11DC9F14096
Permit No. 4116
High Point C&D Debris Landfill &
C&D Waste Reclamation Pad
August 4, 2014
Document ID No. 21408
Page 7 of 22
17. Application for Permit to Construct WCA of High Point Construction and Demolition
Landfill, Phase 2 Expansion. Prepared by: Golder Associates NC Inc., Greensboro, NC.
March 2007. Revised through November 17, 2008. Document ID No. 6646.
18. Construction Quality Assurance Documentation for CDLF Phase 2A, Prepared for WCA
of High Point (Permit #41-16) Guilford County, North Carolina. Prepared by David
Garrett, P.G., P.E., Engineering and Geology. Dated April 14, 2010. Received April 29,
2010. DIN 11185
19. Substantial Amendment Application for C&D Landfill Permit, Prepared for WCA of High
Point (Permit No. 41-16), Guilford County, North Carolina. Prepared by David Garrett,
P.G., P.E., Engineering and Geology. Raleigh, NC. Dated June 2, 2010. Revised by
Golder Associates NC, Inc., Greensboro, NC, through February 9, 2011. DIN 12930.
20. Notification of change in operator and request to transfer permit. Submitted by Grady L.
Shields, Wyrick Robbins Yates & Ponton LLP, Raleigh, NC, representing Waste
Industries USA, Inc. February 28, 2012. DIN 16620
21. Application for transfer of franchise to WI High Point Landfill, LLC and documentation
of readings and approval of the City of High Point City Council. Sent from Grady L.
Shields, Wyrick Robins Yates & Ponton LLP, Raleigh, NC. March 21, 2012. Received
May 17, 2012. DIN 16949.
22. North Carolina Special Warranty Deed from WCA of High Point, LLC to WI High Point
Landfill, LLC. March 23, 2012. Filed March 28, 2012. Guilford County, NC. Deed
Book R7335, page 400. Retrieved May 2, 2012 from
http://rdlxweb.co.guilford.nc.us/guilford/NameSearch.php. DIN 16950
23. An Ordinance Approving the Transfer of a Franchise From WCA of High Point, Inc. to
WI High Point, LLC for Construction and Demolition Landfill and Reclamation
Operation at 5830 Riverdale Road, High Point, North Carolina. Ordinance No. 6942/12-
58. August 20, 2012. DIN 16951
24. Permit Renewal Application. Prepared for WI Point Landfill (a Waste Industries
Company) High Point, North Carolina. Prepared by Smith Gardner, Raleigh, NC. August
2013. DIN 19581
25. Permit to Operate Renewal Application — Franchise Agreement. Prepared for WI High
Point Landfill (a Waste Industries Company) High Point, North Carolina. Prepared by
Smith Gardner, Raleigh, NC. November 14, 2013. DIN 20160
26. Operations Plan. Prepared for WI High Point Landfill (a Waste Industries Company)
High Point, North Carolina. Prepared by Smith Gardner, Raleigh, NC. August 2013.
DIN 20304

DocuSign Envelope ID: D19F47D5-B817-4094-858E-A11DC9F14096
Permit No. 4116
High Point C&D Debris Landfill &
C&D Waste Reclamation Pad
August 4, 2014
Document ID No. 21408
Page 8 of 22
27. Construction Quality Assurance Report. Phase 2B-1 Construction. WI High Point
Landfill, LLC. Prepared by Smith Gardner, Inc. June 18, 2014. Revised through July 31,
2014. DIN 21326.
28. Water Quality Monitoring Plan for WI High Point CDLF. Prepared by Smith + Gardner,
August 2013. DIN 21344.
29. Landfill Gas Monitoring Plan for WI High Point CDLF. Prepared by Smith + Gardner,
June 2014. DIN 21434.
30. Letter to Mr. Roger Marcum, General Manager, WI High Point Landfill, LLC. Financial
Assurance Cost Estimate. June 24, 2014. DIN 21327
Part IV Industrial Landfill Unit(s)
Not Applicable
Part V Land Clearing and Inert Debris Landfill Unit(s)
Not Applicable
Part VI Transfer Station/Treatment & Processing Unit(s)
4116-MWP-2012, High Point C&D Waste Reclamation Pad
No.
Permit Type
Date Issued
Document
ID
1
Permit to Construct
May 14, 2003
2
Permit to Operate
February 10, 2004
3
Permit Modification
December 9, 2004
4
Permit Amendment
December 28,2007
3286
5
Permit Amendment
February 20, 2009
6710
6
Permit Modification
July 21, 2010
11138
7
Permit Amendment
May 5, 2011
12929
8
Permit Amendment
September 4, 2012
17121
9
Permit Amendment
January 16, 2014
20297
Permitting History
1. On March 13, 2003, a permit was issued for the construction of the Reclamation Pad to
MRR of High Point, LLC.
2. On February 10, 2004, a permit was issued for the operation of the Reclamation Pad.
3. On December 9, 2004, a modification was made to the permit for revised operation plans
and a change in service area.

DocuSign Envelope ID: D19F47D5-B817-4094-858E-A11DC9F14096
Permit No. 4116
High Point C&D Debris Landfill &
C&D Waste Reclamation Pad
August 4, 2014
Document ID No. 21408
Page 9 of 22
4. On December 28, 2007, an amendment was made to the permit for change in ownership
from MRR of High Point, LLC to WCA of High Point, LLC.
5. On February 20, 2009, an amendment was made to the permit for construction of C&D
Landfill Phase 2 and the five-year renewal of operations of the Reclamation Pad.
6. On May 5, 2011, a substantial amendment was made to the permit for an increase in
service area.
7. On September 4, 2012, an amendment was made to the permit for change in ownership
from WCA of High Point, LLC to WI High Point, LLC.
8. On January 16, 2014, an amendment was made to the permit for the 5 -year renewal of
operations of the Reclamation Pad.
List of Documents for the Approved Plan
Documents were included in submittals for the construction and demolition solid waste landfill
(C&DLF) permit. Refer to Attachment 1, Part III, "List of Documents for the Approved Plan".
Part VII Miscellaneous Solid Waste Management
Not Applicable
- End of Section -

DocuSign Envelope ID: D19F47D5-B817-4094-858E-A11DC9F14096
Permit No. 4116
High Point C&D Debris Landfill &
C&D Waste Reclamation Pad
August 4, 2014
Document ID No. 21408
Page 10 of 22
ATTACHMENT 2
CONDITIONS OF PERMIT TO CONSTRUCT
Part I: General Facility
Construction of all solid waste management units within this facility must be in accordance
with the pertinent approved plans included in Attachment 1, "List of Documents for the
Approved Plan".
2. Modification or revision of any approved plan or changes during construction require
approval by the Section and may constitute a permit modification and be subject to a
permitting fee.
3. All sedimentation and erosion control activities must be conducted in accordance with the
Sedimentation Control Act NCGS I I3A-50, et seq., and rules promulgated under 15A
NCAC 4. The facility must furnish a copy of the approved Sedimentation and Erosion
Control Plan from the NC Division of Energy, Mineral and Land Resources, Land Quality
Section, to the Solid Waste Section.
4. Modifications to the approved sedimentation and erosion control activities require approval
by the NC Division of Energy, Mineral and Land Resources, Land Quality Section. The
Solid Waste Section must be notified of any modifications.
5. Facility construction must not cause or result in a discharge of pollution, dredged material,
and/or fill material into waters of the state in violation of the requirement under Sections 401
and 4040 of the Clean Water Act, as amended.
6. The initial, substantial, construction authorized by this permit to construct must commence
within 18 months from the issuance date of this permit. If substantial construction does not
begin within 18 months from the issuance date of this permit, then the permit to construct
shall expire. Substantial construction includes, but is not limited to, issuance of construction
contracts, mobilization of equipment onsite, and construction activities including installation
of sedimentation and erosion control structures. The permittee may reapply for the permit to
construct prior to the expiration date. The re-application will be subject to the statutes and
rules in effect on that date and may be subject to additional fees.
Part II Municipal Solid Waste Landfill Unit(s)
Not Applicable

DocuSign Envelope ID: D19F47D5-B817-4094-858E-A11DC9F14096
Permit No. 4116
High Point C&D Debris Landfill &
C&D Waste Reclamation Pad
August 4, 2014
Document ID No. 21408
Page 11 of 22
Part III Construction and Demolition Landfill Unit(s)
1. Pursuant to the NC Solid Waste Management Rules 15A NCAC 13B .0201(c) and (d)(1),
this permit approves construction of Phase 2 of the landfill, consisting of approximately
9.4 acres with a projected gross capacity of 934,673 cubic yards in accordance with the
approved plan reference in Attachment 1, Part III.
2. The construction of Phase 2A and 2B-1 have been completed fulfilling the requirement of
Attachment 2, Part I, Condition 6. Phase 213-2 remains to be constructed. The permit to
construct for Phase 2 shall expire January 16, 2024.
3. Construction of all solid waste management units within this facility must be in
accordance with the pertinent approved plans. Construction of subsequent landfill
unit/cell is subject to approval by the Section. Pursuant to 15A NCAC 13B .0533(a)(2),
the permittee must submit an application for amendment of the permit to construct. The
application must be prepared in accordance with applicable statutes and rules in effect at
the time of the application and must pay the required permit fee.
4. The permittee must conduct a preconstruction meeting at the facility prior to initiating
construction of any unit/cell and must notify the Section at least 10 days prior to the
meeting.
5. Pursuant to Rule 15A NCAC 13B .0542(i)(2), burning of land -clearing debris generated
on-site, as a result of construction activities, requires approval by the Section prior to
initiating the burn. In addition, the Division of Air Quality and local fire department
must approve the activity prior to burning.
Geologic, Water Quality, and Landfill Gas Monitoring Requirements
6. Prior to construction of the phase or cell(s) within the phase, all piezometers, borings, and
groundwater and landfill gas monitoring wells within the footprint must be properly
abandoned in accordance with 15A NCAC 2C .0113 entitled "Abandonment of Wells".
7. In areas where soil is to be undercut, abandoned piezometers, groundwater and landfill
gas monitoring wells and borings must not be grouted to pre -grade land surface, but to
the proposed base grade surface to prevent having to cut excess grout and possibly
damage the wells.
8. A licensed geologist must report any pertinent geological feature(s) exposed during phase
or cell excavation. Prior to placing any landfill liner, the permittee must submit to the
Section hydrogeologist a written report that includes an accurate description of the
exposed geological feature(s) and effect of the geological feature(s) on the design,
construction, and operation of the cell, phase, or unit.
9. A licensed geologist must be present to supervise the installation of groundwater
monitoring wells and landfill gas monitoring wells. Wells must be constructed in
accordance with 15A NCAC 02C entitled "Well Construction Standards". The exact

DocuSign Envelope ID: D19F47D5-B817-4094-858E-A11DC9F14096
Permit No. 4116
High Point C&D Debris Landfill &
C&D Waste Reclamation Pad
August 4, 2014
Document ID No. 21408
Page 12 of 22
locations, screened intervals, and nesting of the wells must be established after
consultation with the Section hydrogeologist at the time of well installation.
10. Any modification to the approved water quality monitoring, sampling, landfill gas, and
analysis plan must be submitted to the Section Hydrogeologist for review.
11. Within 30 days of completed construction of each new groundwater and landfill gas
monitoring well, a well construction record, well schematic, boring log, field log and
notes, and description of well development activities must be submitted to the Section.
Form GW -1 must be used for both groundwater and landfill gas wells. The submittal
must also include a scaled topographic map, showing the location and identification of
new, existing, and abandoned wells and piezometers, and hydraulic conductivity and
effective porosity values.
12. Within thirty (30) days of the abandonment of any groundwater monitoring well, the well
abandonment record (GW -30 form), and any additional information included in the
abandonment record, must be certified by a licensed geologist, and submitted to the
Section. A copy of the well abandonment records submitted to the Division of Water
Quality, consistent with 15A NCAC 2C .0114(b), must be submitted to the Section.
13. All forms, reports, maps, plans, and data submitted to the Section must include an
electronic (pdf) copy.
Pre -Operation Requirements
14. The following conditions must be met prior to operation of a new constructed area:
a. The permittee must obtain a permit to operate for the phase from the Section in
accordance with 15A NCAC 13B .0201(d).
b. Construction Quality Assurance documentation and a certification by the project
engineer that the landfill was built in accordance with approved plans and the
conditions of the permit must be submitted to the Section for review and approval in
accordance with 15A NCAC 13B .0541.
c. The edge of waste footprint must be identified with permanent physical markers, for
both existing units and the new unit.
d. The permittee must contact the appropriate regional environmental specialist and
permitting engineer to determine whether the Section chooses to hold a pre -operative
meeting with key landfill personnel and representatives of the Section.
e. Documentation of financial assurance mechanisms must be submitted to the Section.
The financial assurance amount must include closure and post -closure costs including
the new phase to receive the permit to operate, in accordance with 15A NCAC 13B
.0546, and must include costs for potential assessment and corrective action, in
accordance with NCAC 13A 295.2 (h).

DocuSign Envelope ID: D19F47D5-B817-4094-858E-A11DC9F14096
Permit No. 4116
High Point C&D Debris Landfill &
C&D Waste Reclamation Pad
August 4, 2014
Document ID No. 21408
Page 13 of 22
f. Groundwater and landfill gas monitoring wells and probes must be installed and
surface water sampling locations established. New groundwater monitoring wells
and surface water stations must be sampled for tetrahydrofuran and the constituents
listed in 15A NCAC .0544 (b)(1)(1)). Well construction records and sampling results
shall be submitted to the Section hydrogeologist of review and approval prior to
issuing the Permit to Operate.
Part IV Industrial Landfill Unit(s)
Not Applicable
Part V Land Clearing and Inert Debris Landfill Unit(s)
Not Applicable
Part VI Transfer Station/Treatment & Processing Unit(s)
Not Applicable
Part VII Miscellaneous Solid Waste Management
Not Applicable
-End of Section-

DocuSign Envelope ID: D19F47D5-B817-4094-858E-A11DC9F14096
Permit No. 4116
High Point C&D Debris Landfill &
C&D Waste Reclamation Pad
August 4, 2014
Document ID No. 21408
Page 14 of 22
ATTACHMENT 3
CONDITIONS OF PERMIT TO OPERATE
Part I: General Facility
The facility must be adequately secured by means of gates, chains, berms, fences, or
other security measures approved by the Section to prevent unauthorized entry.
2. Signs must be posted at the entrance to the facility that state types of waste that can and
cannot be received at the facility, the hours of operation, the permit number(s), contact
name, telephone number, and other pertinent information. Traffic signs or markers must
be provided as necessary to promote an orderly traffic pattern to and from the operating
areas and to maintain efficient operating conditions.
3. Interior roadway must be of all-weather construction and maintained in good condition.
4. A responsible individual trained and certified in facility operations must be on-site at all
times during all operating hours of the facility, in accordance with N.C.G.S. 130A-
309.25. An attendant must be present to oversee the loading and unloading of waste.
5. Copies of this permit, the approved plans, and all records required to be maintained by
the permittee must be maintained at the facility and made available to the Section upon
request during normal business hours.
6. All sedimentation and erosion control activities must be conducted in accordance with the
Sedimentation Control Act, NCGS 113A-50 et seq., and rules promulgated under 15A
NCAC 4. All required sedimentation and erosion control measures must be installed and
operable to mitigate excessive on-site erosion and to prevent silt from leaving the area of
the landfill unit during the service life of the facility. The Section must be notified of any
modifications to the approved sedimentation and erosion plan.
7. Facility construction, operations or practices must not cause or result in a discharge of
pollution, dredged material, and/or fill material into waters of the state in violation of the
requirements under Sections 401 and 4040 or the Clean Water Act, as amended.
8. Fire lanes must be established and maintained at all times. The dimensions of the fire
lanes must be coordinated with the Fire Marshall having jurisdiction over the site.
9. Open burning of solid waste is prohibited.
10. Fires and non -conforming waste incidents shall be reported to the Section's regional
waste management specialist within twenty-four hours followed by a written notification
to be submitted within 15 days.
11. Financial assurance as required by state rules and statutes must be continuously
maintained for the duration of the facility and updated and submitted annually to the
Section by the anniversary date of the issuance of this permit.

DocuSign Envelope ID: D19F47D5-B817-4094-858E-A11DC9F14096
Permit No. 4116
High Point C&D Debris Landfill &
C&D Waste Reclamation Pad
August 4, 2014
Document ID No. 21408
Page 15 of 22
12. Any modifications to the approved plans must be submitted to the Section and approved
prior to implementation.
Part II: Municipal Solid Waste Landfill Units
Not Applicable
Part III: Construction and Demolition Debris Landfill Units
1. The permit to operate will expire January 16, 2024. Pursuant to 15A NCAC 13B
.0201(c), the permittee must submit a permit amendment application prepared in
accordance with 15A NCAC 13B .0535 (b) to the Section no later than July 16, 2023.
2. Pursuant to NCGS 130A -294(a2) and 15A NCAC 13B .0206(b), the permit to operate is
submit to a limited review by January 16, 2019. The permittee must request the five-year
limited review on or before July 16, 2018. A five-year limited review of a 10 -yr permit
includes review of the operations plan, closure plan, post -closure plan, financial
assurance cost estimates, environmental monitoring plan, and any other applicable plans
for the facility.
3. This permit approves the operation of Phases 1, 2A, and 213-1of the C&DLF, as well as
the onsite environmental management and protection facilities as described in the
approved plan in Attachment 1, Part III. Operation of any C&DLF future phases or cells
requires written approval of the Section after construction in accordance with applicable
statutes and rules.
4. The facility is permitted to receive the following waste types:
a. "C&D solid waste" as defined in 15A NCAC 13B.0532(8) means solid waste
generated solely from the construction, remodeling, or demolition operations on
pavement and buildings or structures. C&D waste does not include municipal and
industrial wastes that may have been generated by the on-going operations at
buildings or structures.
b. "Inert debris" as defined in NCGS 130A-290 (a) (14) means solid waste that consists
solely of material such as concrete, brick, concrete block, uncontaminated soil, rock,
and gravel.
c. "Land -clearing debris" as defined in NCGS 130A-290 (a) (15) means solid waste that
is generated solely from land -clearing activities.
d. "Asphalt" in accordance with NCGS 130-294(m).
5. Those wastes listed in 15A NCAC 13B .0542 (e), must not be accepted for disposal.
Those wastes include, but are not limited to, hazardous waste, municipal solid waste,
liquid waste, industrial wastes, and yard trash. Barrels and drums shall not be accepted

DocuSign Envelope ID: D19F47D5-B817-4094-858E-A11DC9F14096
Permit No. 4116
High Point C&D Debris Landfill &
C&D Waste Reclamation Pad
August 4, 2014
Document ID No. 21408
Page 16 of 22
unless they are empty and perforated sufficiently to ensure that no liquid or hazardous
waste in contained therein.
6. Regulated -asbestos containing material as defined in 40 CFR 61 must be managed in
accordance with 40 CFR 61. Disposal of asbestos waste must be in accordance with 15
NCAC 13B.0542 (c)(2).
7. This facility is permitted to receive solid waste generated within the following counties
and municipalities contained within the counties consistent with the franchise approved
by the City of High Point: Guilford, Randolph, Davidson, Forsyth, Rockingham,
Caswell, Alamance, Orange, Cabarrus, Rowan, Davie, Yadkin, Surry, and Stokes.
Waste receipt must be consistent with the local government waste management plan and
with local government approval and as defined in NCGS 130-290 (a)(18a) and (35),
except where prohibited by the NCGS Article 9 of Chapter 130A, and the rules adopted
by the Commission for Health Services.
The permitted annual waste disposal rate is approximately 98,600 tons per year, with a
maximum variance in accordance with G.S. 130A-294(bl)(1). This rate is approximately
315 tons per day assuming 285 operating days per year as identified in the approved plan
and consistent with the franchise granted by the City of High Point and amended
December 12, 2006.
9. The following table lists the capacity for the C&DLF units. Total gross capacity is
defined as the volume measured from the bottom of waste through the top of final cover.
Phase
Area
(acres)
Gross Capacity
(cubic yards)
Status
Estimated Life
Years
1
12.5
788,083
Constructed
Filled
2A
4.3
240,140
Constructed
Filled
2B-1
3.6
481,397
Constructed
2.4
2B-2
1.5
213,136
Future
1.2
3
6.5
744,681
Future
4.0
4
5.6
728,676
Future
4.0
5
8.5
757,216
Future
4.1
6
3.6
820,639
Future
4.5
Total
46.1
4,773,968
20.2
10. The permittee must not knowingly dispose of C&D waste that is generated within the
boundaries of a unit of local government that by ordinance:
a. Prohibits generators or collectors of C&D waste from disposing of that type or form
of C&D waste.

DocuSign Envelope ID: D19F47D5-B817-4094-858E-A11DC9F14096
Permit No. 4116
High Point C&D Debris Landfill &
C&D Waste Reclamation Pad
August 4, 2014
Document ID No. 21408
Page 17 of 22
b. Requires generators or collectors of C&D waste to recycle that type or form of C&D
waste.
11. The permittee shall actively employ a screening program at the facility prepared in
accordance with Rule .0544 for detecting and preventing the disposal of excluded or
unauthorized waste. At a minimum, the program shall include:
a. Random inspections of incoming loads or other comparable procedures.
b. Records of any inspections.
c. Training of personnel to recognize hazardous, liquid, and other excluded waste types.
d. Development of a contingency plan to properly manage any identified hazardous,
liquid, MSW, or other excluded or unauthorized wastes. The plan must address
identification, removal, storage, and final disposition of these wastes.
12. The facility operator must complete an approved operator training course in compliance
with NCGS 130A-309.25.
a. A responsible individual certified in landfill operations must be on-site during all
operating hours of the facility at all times while open for public use to ensure
compliance with operational requirements.
b. All pertinent landfill -operating personnel must receive training and supervision
necessary to properly operate the C&D landfill unit in accordance with NCGS 130A-
309.25 and addressed by memorandum dated November 29, 2000.
13. The edge of the waste footprint for all disposal units must be identified with permanent
physical markers.
14. Fill operations must be contained within the approved elevation contours as shown on the
approved application drawings.
Cover Materials
15. Unless alternative materials or an alternative thickness of cover has been approved by the
Section, waste must be covered with six inches of earthen materials when the waste
disposal area exceeds one-half acre and at least once weekly. Cover must be placed at
more frequent intervals if necessary to control disease vectors, fires, odors, blowing litter,
and scavenging. A notation of the date and time of the cover must be recorded in the
operating record.
16. Unless alternative materials or an alternative thickness of cover has been approved by the
Section, areas which will not have additional wastes placed on them for three months or
more, but where final termination of disposal operations has not occurred, must be
covered and stabilized with vegetative ground cover or other stabilizing material.

DocuSign Envelope ID: D19F47D5-B817-4094-858E-A11DC9F14096
Permit No. 4116
High Point C&D Debris Landfill &
C&D Waste Reclamation Pad
August 4, 2014
Document ID No. 21408
Page 18 of 22
17. Alternative materials or an alternative thickness of cover may be approved by the Section
if the owner or operator demonstrates that the alternative material or thickness controls
disease vectors, fires, odors, blowing litter, and scavenging without presenting a threat to
human health and the environment. A C&DLF owner or operator may apply for approval
of an alternative cover material. If approval is given by the Section, approval would
extend to all C&DLF units at one specific facility.
18. In accordance with NCGS 130A-295.6 this landfill may use alternative daily cover
(ADC) that has been previously approved at another sanitary landfill in North Carolina.
The Section maintains a list of approved ADC and its appropriate use, which may be
referred to, but is not required to be, in determining ADC types and uses.
19. The use of alternative daily cover that has not been approved for the facility or approved
under NCGS 130A-295.6 must be demonstrated and approved by the Section. Requests
for alternative daily cover approval must include a plan detailing the comprehensive use
and a demonstration of the effectiveness of the alternative daily cover. The plan must be
developed according to Section guidelines. Plans which are approved by the Section will
be incorporated into, and made a part of, the approved documents listed in Attachment 1.
20. Wastewater treatment sludge is not approved for disposal. Wastewater treatment sludge
may be accepted, with approval of the Section, for utilization as a soil conditioner and
incorporated into or applied onto the vegetative growth layer. The wastewater treatment
sludge must not be applied at greater than agronomic rates or to a depth greater than six
inches.
Closure
21. Closure or partial closure on any unit must be in accordance with the most recently
approved closure plan that is included in Attachment 1, Part III. Prior to beginning
closure of each C&DLF unit, the owner or operator must notify the Section that a notice
of intent to close the unit has been placed in the operation record.
22. The owner or operator must begin closure activities for that portion of each C&DLF unit
meeting one or more of the following requirements, unless an extension has been granted
by the Section. Extensions beyond the deadline for beginning closure may be granted by
the Section if the owner or operator demonstrates that the portion of the C&DLF unit has
the capacity to received additional wastes and the owner or operator has taken and will
continue to take all steps necessary to prevent threats to human health and the
environment from the unclosed C&DLF unit.:
a. No later than 30 days after the date on which the C&DLF unit receives the known
final receipt of wastes;
b. No later than 30 days after the date that a 10 acre or greater area of waste, is within 15
feet of the final design grades; or

DocuSign Envelope ID: D19F47D5-B817-4094-858E-A11DC9F14096
Permit No. 4116
High Point C&D Debris Landfill &
C&D Waste Reclamation Pad
August 4, 2014
Document ID No. 21408
Page 19 of 22
c. No later than one year after the most receipt of wastes, if the C&DLF unit has
remaining capacity.
Groundwater, Surface Water, and Landfill Gas Monitoring
23. Groundwater, surface water, and landfill gas monitoring shall be conducted in accordance
with Rule .0544, and approved monitoring plans listed in the List of Documents for the
Approved Plan in Attachment I, Part III. Any modification to the approved plans must be
submitted to the Section and approved prior to implementation.
24. The permittee must maintain a record of all monitoring events and analytical data in their
operating record.
25. The permittee must obtain approval from the Section for the design, installation, and
abandonment of any monitoring well.
26. A readily accessible, unobstructed, path shall be maintained so that monitoring wells may
be accessed using four-wheel drive vehicles.
27. A licensed geologist must be present to supervise the installation of any new groundwater
monitoring wells and landfill gas monitoring wells. The exact locations, screened
intervals, and nesting of the wells shall be established after consultation with the Section
hydrogeologist at the time of well installation.
28. Each groundwater monitoring well and landfill gas monitoring well shall be surveyed and
for location and elevation. Each groundwater monitoring well and landfill gas
monitoring well must have an identification plate permanently attached to the well, in
accordance with 15A NCAC 2C .0108(o).
29. Within thirty (30) days of the completed construction of each new groundwater
monitoring well and landfill gas monitoring well, the well construction record (GW -lb
form), well schematic, boring log, field log and notes, and description of well
development activities must be submitted to the Section.
a. Within thirty (30) days of the completed permanent abandonment of a groundwater
monitoring well and landfill gas monitoring well, the well abandonment record (GW -
30 form) and any additional information included in the abandonment record must be
submitted to the Section. The well abandonment records must be submitted to the
Section in accordance with 15A NCAC 2C .0114(b) and be certified by a Licensed
Geologist.
b. Documentation of well completion or abandonment must be placed in the operation
record.
30. A field log book which details all development, sampling, repair, and other pertinent
activities associated with each monitoring well must be kept as part of facility record.

DocuSign Envelope ID: D19F47D5-B817-4094-858E-A11DC9F14096
Permit No. 4116
High Point C&D Debris Landfill &
C&D Waste Reclamation Pad
August 4, 2014
Document ID No. 21408
Page 20 of 22
31. Reports of the analytical results for groundwater quality monitoring sampling events
must be submitted to the Section within 120 days of the sample collection date.
Analytical data must be submitted in a manner prescribed by the Section.
32. All monitoring reports must contain
a. an evaluation of the potentiometric surface,
b. analytical laboratory reports and summary tables,
c. a Solid Waste Environment Monitoring Data Form, and
d. laboratory data submitted in accordance with the Electronic Data Deliverable
Template.
Recordkeeping and Reporting
33. The permittee must maintain a record of the amount of solid waste received at the
facility, including daily records of waste received and origins of the loads. Scales must
be used to weigh the amount of waste received. The daily records are to be summarized
into a monthly report for use in the required annual reports.
34. On or before August 1 annually, the permittee must submit an annual facility report to the
Solid Waste Section, on forms prescribed by the Section.
a. The reporting period shall be for the previous year beginning July 1 and ending June
30.
b. The annual facility report must list the amount of waste received in tons and be
compiled:
i. On a monthly basis.
ii. By county, city or transfer station of origin.
iii. By specific waste type.
iv. By receiving disposal facility.
v. By diversion to alternative management facilities.
c. A measurement of volume utilized in the C&D cells must be performed during the
second quarter of the calendar year. The date and volumes, in cubic yards, must be
included in the report.
d. The amount of C&D waste, in tons from scale records, disposed in landfill cells since
November 19, 2001, through the date of the annual volume survey must be included
in the report.
e. The completed report must be forwarded to the regional environmental senior
specialist for the facility by the date due on the prescribed annual facility report form.

DocuSign Envelope ID: D19F47D5-B817-4094-858E-A11DC9F14096
Permit No. 4116
High Point C&D Debris Landfill &
C&D Waste Reclamation Pad
August 4, 2014
Document ID No. 21408
Page 21 of 22
f. A copy of the completed report must be forwarded to each county manager for each
county from which waste was received at the facility. Documentation that a copy of
the report has been forwarded to the county managers must be sent to the regional
environmental specialist by the date due on the prescribed annual facility report form.
Part IV: Industrial Landfill Units
Not Applicable
Part V: Land Clearing and Inert Debris Landfill Units
Not Applicable
Part VI: Transfer Station / Treatment and Processing Unit
1. The permit to operate shall expire January 16, 2019. Pursuant to 15A NCAC 13B .0201(e),
no later than July16, 2018, the owner or operator must submit a request to the Section for
permit review and must update pertinent facility plans including, but not limited to, the
facility operation and waste screening plans.
2. Construction waste placed on the reclamation pad must be sorted each operating day, and
no waste shall remain on the pad after operating hours unless covered by tarp to prevent
leaching by rainfall.
a. Only an amount of waste sufficient to begin sorting operations the next day may be
left on the reclamation pad.
b. In the event the sorting process is not operational, then waste may not be deposited on
the reclamation pad and must be diverted directly to the landfill unit.
c. Except for wood, concrete and aggregate, recoverable materials must be placed in
containers. Recovered materials placed in containers must be removed from the site
once the container is full. A limit of approximately 150 cubic yards of wood may be
stockpiled at any time.
d. Non -recyclable materials must be securely placed in containers or trucks, and
disposed in the on- site C&DLF at the end of the operating day.
3. If demolition waste is to be sorted and recycled, then an asbestos screening plan must be
submitted to the Division of Epidemiology of the Department of Health and Human
Services for approval and the approved plan forwarded to the Section for inclusion in the
operations plan for the facility. Otherwise, asbestos containing material or material
suspected to contain asbestos must not be placed on the reclamation pad.
4. Control measures must be utilized to minimize and eliminate visible dust emissions and
blowing litter emanating from materials on the reclamation pad.

DocuSign Envelope ID: D19F47D5-B817-4094-858E-A11DC9F14096
Permit No. 4116
High Point C&D Debris Landfill &
C&D Waste Reclamation Pad
August 4, 2014
Document ID No. 21408
Page 22 of 22
a. Fugitive dust emissions are prohibited.
b. Windblown materials must be collected at the end of the day and no material may be
allowed to leave the facility boundary.
5. Control measures must be utilized to minimize and eliminate visible dust emissions and
blowing litter emanating from materials on the reclamation pad.
6. Appropriately sized containers for receipt of sorted wastes materials must be on-site
when waste is placed on the reclamation pad for sorting.
7. Waste must not be placed on the reclamation pad during inclement weather unless run-off
control measures are installed. Run-off from the reclamation pad must be collected and
properly disposed.
8. Documentation of delivery of all recovered material to valid end-users, processors, or
recyclers must be maintained in the facility operating record.
9. Material processing, shredding and grinding operations shall only occur in compliance
with any local ordinance or special use permit.
Part VII: Miscellaneous Solid Waste Management
Not Applicable
- End of Permit Conditions -

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Phil
From: LEE BURNETTE <[e-mail]>
Sent: Friday, March 13, 2015 7:40 PM
To: Phil; TERRY KUNEFF
Cc: [e-mail]; Stacey Smith; Homewood, Sue
Subject: RE: Randleman Buffer Clarification
Phil:
Sorry for the delay in replying.
I have reviewed your information that you prepared, the city's Development Ordinance,
the text amendment changes approved in 2011, and the 15A NCAC 02B.0250. In my
response, I want to state the following as being applicable to my determination:
(1) In 2011, the City of High Point made required changes to the watershed
regulations contained in the Development Ordinance. The purpose of 2011
amendment was to adopt the required stream buffer mitigation provisions
that the State had recently adopted for the Randleman Lake watershed
contained in .025o and .0252 (.0252 recently deleted and now included in
.0295)•
(2) The ordinance provision you noted being deleted actually included more text
that further described the past process of stream identification that was
changed by the State in .0250 and by the city in the 2011 amendment. In that
prior process, the Division of Water Quality was responsible for ruling on
stream determinations where site specific evidence was used; local
governments were not authorized to make those determinations.
(3) The city's watershed regulations reference .0 25 0 throughout the stream buffer
sections. Section 9-7-3 (c)(1) of the city's Development Ordinance references
the .0250 section as being applicable for the jurisdiction and activities. Also,
the Table of Uses in section (9) of .0250 was referenced and included as an
addendum or appendix rather codify in the city's regulations. The city's intent
was to reference State rule when possible and practical so not to repeat the
entire .0250 section word for word in the city's watershed regulations.
(4) Section .0250 of the administrative code, (4) Requirements, states that all
local governments must develop stream buffer ordinances for approval by the
State that incorporate "the minimum standards contained in this Rule." Also,
it states that the criteria in the section is the minimum criteria to be used in
identifying streams. It goes on to state in subsection (a) that "surface waters
shall be subject to this Rule if the stream is approximately shown on any of the
following references, or if there is other site specific evidence that indicates to
the Division or the local government the presence of waters not shown on any
of these maps:" The section goes on to reference the 3 mapping sources.

DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
While it may be argued that the city's regulations are not clear to the requirement of
site specific evidence criteria for stream identification, it is my determination that there
are sufficient references in local and State requirements that make site specific
evidence one of the methods for stream identification in the city's watershed
regulations.
First, the sole purpose of the 2011 city amendments was to implement the State
required stream buffer changes, which included site-specific evidence as a method of
stream identification for local governments.
Second, the referenced text that was deleted in 2011 was part of a larger section of text
deleted that described the previous process whereby the Division made all site specific
evidence stream determinations.
Third, the city's stream buffer requirements in the watershed regulations repeatedly
reference Section .0250 of the administrative code.
Fourth, Section .0250 of administrative code paragraph (4) (a) states that the Division
& local governments may use site specific evidence if waters are present but not shown
on the 3 referenced maps in making a stream determination.
Fifth, Section .0250 of administrative code paragraph (4) states that it contains the
minimum criteria to be used in identifying regulated streams. Therefore, a local
government cannot adopt and implement a rule that is less that the standards included
in section .0250 for stream identification and must include the maps and site specific
evidence as methods for identification.
Sixth, the City of High Point has State certified employees that were trained and
qualified to make stream determinations using site-specific evidence (Terry Kuneff
being one) in accordance with the city's watershed regulations and that are performing
those responsibilities.
And finally, the Division approved the City of High Point 2011 ordinance amendment
as being consistent with the State rules.
It is my conclusion that the "site-specific evidence" method of stream identification in
the Randleman Lake watershed is a allowed method of stream identification in the
city's adopted watershed regulations and more so is a minimum requirement of State
rule .0250.
Please let me know if you have additional questions.
Thanks,

DocuSign Envelope ID: D19F471D5-6817-4094-858E-A11DC9F14096
Lee
G. LEE BURNETTE
AICP
CITY OF HIGH POINT
DIRECTOR, PLANNING & DEVELOPMENT
211 S Hamilton, Room 3161 High Point, NC 27260
336.883.3328 1 fax: [phone]
[e-mail]
www.highpointnc.gov/plan
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Please be aware that e-mail and attachments sent to and from this address are subject to the North Carolina
Public Records Law and may be disclosed to third parties.
From: Phil [mailto:[e-mail]]
Sent: Friday, February 27, 2015 8:56 AM
To: TERRY KUNEFF
Cc: LEE BURNETTE; [e-mail]; Stacey Smith; Homewood, Sue
Subject: Randleman Buffer Clarification
Terry & Lee,
I hope you both are doing well and didn't get too snowed in this week. Attached is a letter requesting clarification of the
applicability of the Randleman Buffer ordinance on the Waste Industries — High Point Landfill. We went through the on-
site stream identification process with the City and DWR to follow the protocol laid out in the rules, but as documented
in the attached letter the City ordinance does not seem to apply to the site as there are no mapped streams. It was
therefore difficult to understand how to approach a variance for the site if the local rules didn't apply. Please review the
attached letter and documentation for a better explanation. We would be happy to meet with you and discuss as
needed. Let me know if you have any questions.
Thanks
Phil
Phil May
Senior Scientist
Carolina Ecosystems, Inc.
3040 NC Hwy 42 West
Clayton NC 27520
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DocuSign Envelope ID: D19F47D5-B817-4094-858E-A11DC9F14096
CAROLINA 3040 NC 42 West, Clayton NC 27520
ECOSYSTEMS, INC. P:919 -606-1065—F:919-585-5570
February 27, 2015
Mr. Terry Kuneff
Engineering Services Department
City of High Point
211 South Hamilton Street
Suite 316
High Point, NC 27261
RE: Clarification of Randleman Buffer Ordinance Requirements
Waste Industries - High Point Landfill
Guilford County, North Carolina
Dear Mr. Kuneff;
The purpose of this letter is to request clarification of the City of High Point (City) Randleman
Buffer ordinance: Text Amendment 11-06, Ordinance #6839/11-47, Section 9-7-3(c). A brief
background of the above referenced site and description of the issue needing clarification are
provided below.
WI High Point Landfill, LLC, an affiliate of Waste Industries, owns and operates a construction
and demolition landfill at 5830 Riverdale Road in High Point, NC (Figure 1). This facility is
permitted to operate within the limits of the existing facility boundary (Figure 2). The facility
boundary includes wetlands and streams under the jurisdiction of the Clean Water Act (CWA),
as shown in Figure 2. These jurisdictional features have been verified by the US Army Corps of
Engineers and NC Division of Water Resources (NCDWR). None of the CWA jurisdictional
features or other drainages are mapped as a stream by the US Geological Survey (Figure 3) or
Natural Resource Conservation Service (Figure 4).
Carolina Ecosystems, Inc. (CEI) requested that the City perform a stream origin determination at
this site under the authority of City Ordinance #6839/11-47, which implements the Randleman
Lake Water Supply Watershed: Protection and Maintenance of Existing Riparian Buffers Rule
(15A NCAC 02B .0250). City personnel visited the site on September 12, 2014. Three stream
origin determinations were made on channels that were field classified by CEI as, at least
partially, ephemeral streams. These determinations on drainages designated as WI -03, WI -08,
and WI -11 were documented in separate letters dated September 12, 2014 (attached).
The City determined WI -08 (shown as "SA" in the attached maps) was subject to the rules at a
point several hundred feet above where CEI determined the intermittent portion of this stream
began. It should be noted that the City's field review occurred after an extended period of heavy
rainfall, which may have influenced the stream origin determination on a marginal and difficult
stream channel call. With the benefit of multiple season reviews of drainage WI -08, CEI
requested an appeal of the City's determination from the NCDWR. The stream was examined by
NCDWR and they concurred with the CEI stream origin in the attached letter.
As stream SA (Figure 3) has been determined on site to be present within the proposed landfill
area and is potentially under the jurisdiction of the Randleman Rules, a major variance may be

DocuSign Envelope ID: D19F47D5-6817-4094-858E-AllDC9F14096
Mr. Terry A. Kuneff, P.E. CFM Page 2 of 3
February 27, 2015
required for this project. We do not believe this outcome is consistent with the City's own
ordinances, which leads us to the primary purpose of this letter. While we acknowledge that the
State rules could lead to the above determination, we do not believe the City's own ordinances
support such a result. We respectfully request that the City reexamine the results in light of the
City's own ordinance, which reads as follows:
City Ordinance (Text Amendment 11-06; Ordinance #6839/11-47; Section 9-7-3(c)):
These waters are indicated on either 1) the most recent version of either the United States Geological
Survey 1:24,000 scale (7.5 minute quadrangle) topographic maps; or 2) the hard copy Soil Survey maps
developed by the USDA Natural Resource Conservation Service; or 3) a map approved by the
Geographic Information Coordinating Council and by the NC Environmental Management
Commission. Where the specific origination point of a perennial or an intermittent stream is in
question, parties subject to this section shall request the Enforcement Officer to make a
determination in accordance with Rule 15A NCAC 2B 0250(4)(b). in addition, other- site spoe:fie-
either- of these two maps.
Note that the bold and strikethrough text are from the City's current ordinance, while
highlighting is provided in this letter for emphasis. The City expressly removed the "site specific
evidence" criteria for stream determinations, distinguishing the City rules from the State rules.
Based on these regulations, it is our understanding that the site is exempt from the City
Ordinance quoted above as no mapped features are present on the site. Therefore, a variance
under the City ordinance is not required. Please provide concurrence on our understanding of the
rules. Following your response, we will coordinate directly with NCDWR on compliance with
the State Randleman rule, and the US Army Corps of Engineers on compliance with the Clean
Water Act.
Please contact me at your earliest convenience at [phone] or phil.may&carolinaeco.com
if you have any questions or to schedule a meeting to discuss this project.
Sincerely,
Carolina Ecosystems, Inc.
Philip May
Senior Environmental Scientist
Attachments:
Figure 1 — Vicinity Map
Figure 2 — Jurisdictional Features Map
Figure 3 — USGS Map
Figure 4 — NRCS Soil Survey Map
City of High Point Stream Determination Letters (3)
CEI Request for Stream Determination Appeal
NC Division of Water Resources Stream Determination

DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
Mr. Terry A. Kuneff, P.E. CFM
February 27, 2015
Cc: Sue Homewood — NCDWR Winston-Salem Office
Stacey Smith, P.E. - Smith Gardner Inc.
David Pepper - Waste Industries
Page 3 of 3

DocuSign Envelope ID: D19F47D5-B817-4094-858E-A11DC9F14096
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P: (919)-606-9145 F:(919)-585-5570 0 150 300 WI High Point Landfill
Jurisdictional Stream Guilford Count
February 2015 2010 NC Statewide Aerial Photographs y

DocuSign Envelope ID: D19F47D5-8817-4094-858E-A11DC9F14096
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CAROLINA N Figure 3: USGS
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P: (919)-606-9145 F:(919)-585-5570 0 250 500 Property Boundary Wl - High Point Landfill
February 2015 High Point East (2013) USGS 1:24000 Quadrangle Map Guilford County

DocuSign Envelope ID: D19F47D5-9817-4094-858E-A11DC9F14096
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CAROLINA N Figure 4: NRCS
ECOSYSTEMS, INC, 1mmmmKzz= Feet Study Area
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P: (919)-606-9145 F:(919)-585-5570 0 250 500
Guilford County
February 2015 Guilford County Soil Survey Sheets 44 and 38

DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
APPENDIX 5

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DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
Waste Industries — High Point Landfill
TRC Watershed Plan & Major Variance
Appendix 5:
C&D Landfill Siting Restrictions — New facilities cannot impact the following:
- 100 yr flood plains
- Wetlands (unless permitted)
- Threatened/endangered species
- Geologically unstable areas
- Cultural resource sites
- State Natural or Historic Preserves
- Water Supply Watershed — Critical Areas
- Water Supply Watershed — WS -1

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DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
Waste Industries — High Point Landfill
TRC Watershed Plan & Major Variance
Appendix 6:
Allowable Waste Stream for Facility:
- Construction & demolition debris waste -
- Inert debris waste - concrete, brick, concrete block, uncontaminated soil, rock, and gravel
- Land clearing & inert debris waste — stumps, tree trunks etc.
- Asphalt
- Asbestos
- NOT ALLOWED (partial list):
o Municipal solid waste
o Yard waste
o Hazardous materials
o Contaminated soils
o Other waste unless specifically approved by NCDWM

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APPENDIX 7

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DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
Waste Industries — High Point Landfill
TRC Watershed Plan & Major Variance
Appendix 7:
Monitoring Requirements:
- Semiannual monitoring of ground and surface water (see exhibit for locations)
- Parameters monitored include:
0 20 inorganics constituents (see attached list)
0 47 organic constituents (see attached list)
- Multiple Levels of Protection:
o Detection Monitoring
o Assessment Monitoring -additional monitoring wells & parameters
o Assessment of Corrective Measures
o Corrective Action Plan

DocuSign Envelope ID: D19F47D5-8817-4094-858E-A11DC9F14096
Appendix 7 Continued
C&D Landfill Monitoring Parameters
Field/Lab Parameters:
Organic Constituents:
Alkalinity
Acetone
pH
Acrylonitrile
Specific Conductance
Benzene
Temperature
Bromochloromethane
Total Dissolved Solids
Bromodichloromethane
Bromoform; Tribromomethane
Inorganic Constituents:
Carbon disulfide
Antimony
Carbon tetrachloride
Arsenic
Chlorobenzene
Barium
Chloroethane; Ethyl chloride
Beryllium
Chloroform; Trichloromethane
Cadmium
Dibromochloromethane; Chlorodibromomethane
Chloride
1,2-Dibromo-3-chloropropane; DBCP
Chromium
1,2-Dibromoethane; Ethylene dibromide; EDB
Cobalt
o -Dichlorobenzene; 1,2 -Dichlorobenzene
Copper
p -Dichlorobenzene; 1,4 -Dichlorobenzene
Iron
trans -1, 4-Dichloro-2-butene
Lead
1,1-Dichlorethane; Ethylidene chloride
Manganese
1,2-Dichlorethane; Ethylene dichloride
Mercury
1,1-Dichloroethylene; 1,1-Dichloroethene; Vinylidene chloride
Nickel
cis-1,2-Dichloroethylene; cis-1,2-Dichloroethene
Selenium
trans -1, 2-Dichloroethylene; trans-1,2-Dichloroethene
Silver
1,2-Dichloropropane; Propylene dichloride
Sulfate
cis-1,3-Dichloropropene
Thallium
trans-1,3-Dichloropropene
Vanadium
Ethylbenzene
Zinc
2-Hexanone; Methyl butyl ketone
Methyl bromide; Bromomethane
Methyl chloride; Chloromethane
Methylene bromide; Dibromomethane
Methylene chloride; Dichloromethane
Methyl ethyl ketone; MEK; 2-Butanone
Methyl iodide; Idomethane
4-Methyl-2-pentanone; Methyl isobutyl ketone
Styrene
1,1,1,2 -Tetrachloroethane
1,1,2,2 -Tetrachloroethane
Tetrachloroethylene; Tetrachloroethene; Perch loroethylene
Tetrahydrofuran
Toluene
1,1,1 -Trichloroethane; Methylchloroform
1,1,2 -Trichloroethane
Trichloroethylene; Trichloroethene
Trichlorofluoromethane; CFC -11
1,2,3-Trichloropropane
Vinyl acetate
Vinyl chloride
Xylenes

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CAROLINA N Property Boundary Photo Approximate Locations Photo Locations
�CQSYSTEM • Feet F-7 Wetlands Zone 1 Buffers
3040 NC 42 West; Clayton, NC 27520 1 1' . - Zone 2 Buffers • High Point Landfill, LLC
�
P: (919)-606-1065><:(919)-585-5570 0 150 300 `" Streams High Point C&D Landfill
September 2015 Guilford County, NC

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DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC91F14096
WI -High Point C&D Landfill Appendix 8
Major Buffer Variance — Site Photographs
Photo 3: Entering upper wetland area.
Photo 4: Between wetland areas.
Page 2 of 10

DocuSign Envelope ID: D19F47D5-B817-4094-858E-A11 DC9F14096
WI -High Point C&D Landfill Appendix 8
Major Buffer Variance — Site Photographs
&A;
Photo 5: Short segment with evidence of concentrated flow.
Photo 6: Above second wetland area.
Page 3 of 10

DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
WI -High Point C&D Landfill Appendix 8
Major Buffer Variance — Site Photographs
Photo 7: Drainage from old pond bed.
Photo 8: Within second wetland area.
Page 4 of 10

DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
WI -High Point C&D Landfill Appendix 8
Major Buffer Variance — Site Photographs
Photo 9: Lower end of second wetland area.
Photo 10: Above intermittent stream origin.
Page 5 of 10

DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
WI -High Point C&D Landfill Appendix 8
Major Buffer Variance — Site Photographs
Photo 11: Intermittent stream origin.
Photo 12: Below stream origin.
Page 6 of 10
id
Photo 12: Below stream origin.
Page 6 of 10

DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
WI -High Point C&D Landfill
Major Buffer Variance — Site Photographs
Appendix 8
Photo 13: Within impact area.
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Page 7 of 10

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DocuSign Envelope ID: D19F47D5-6817-4094-858E-A11DC9F14096
WI -High Point C&D Landfill
Major Buffer Variance — Site Photographs
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Appendix 8
Photo 19: Beginning to reform below wetland.
Photo 20: Saturated soils below lower wetland area.
Page 10 of 10

Certificate Of Completion
Envelope Number: D19F47D5B8174094858EA11DC91=14096
Subject: Please DocuSign: WI High Point Variance_Preliminary Submittal_Reduced.pdf
Source Envelope:
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Status: Original
September 10, 2015 115:50 ET
Signer Events
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[e-mail]
President
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Status: Completed
Envelope Originator:
Smith Gardner, Inc.
14 N. Boylan Ave
Raleigh, NC 27603
[e-mail]
IP Address: 24.106.183.110
Location: DocuSign
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Sent: September 10, 2015 115:58 ET
Viewed: September 10, 2015 115:59 ET
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September 10, 2015 116:00 ET
September 10, 2015 116:00 ET

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