92V_CarolinaTreeDebris_5YrRenewal_DIN27306_20161011

October 11, 2016

Mr. Ed Mussler, P.E.
NC DEQ Solid Waste Section Permitting Branch Head
217 W. Jones Street
Raleigh, NC 27603

RE: Carolina Trees Debris LCID Landfill (Permit No. 92-V) Permit Renewal Application
Wake County, North Carolina

Dear Ed:

On behalf of Carolina Tree Debris, Inc., Smith Gardner, Inc. (S+G) is submitting the enclosed
5 year Permit Renewal Application for the Carolina Tree Debris LCID Landfill (Permit No. 92-
V). The permit renewal application does not include landowner certifications for owners
different than the applicant. These are in the process of being signed and will be sent in
once complete. However, the owners of properties have not changed since the previous
permit, just the names of entities on the deeds.

If you have any questions or comments, please feel free to call us at [phone] or by
email below.

Sincerely,
SMITH GARDNER, INC.

Spencer W. Hollomon, E.I. Stacey A. Smith, P.E.
Staff Engineer, x134 Senior Engineer, x127
[e-mail] [e-mail]

Attachment

cc: Thomas Butler, Carolina Tree Debris
Marvin Butler, Carolina Tree Debris

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Permit Renewal Application

Carolina Tree Debris LCID Landfill
(Permit No. 92-V)
Raleigh, North Carolina

Prepared for:

Carolina Tree Debris, Inc.
Raleigh, North Carolina

October 2016

Prepared by:

© 2016 Smith Gardner, Inc.
This document is intended for the sole use of the client for which it was prepared and
for the purpose agreed on by the client and Smith Gardner, Inc.

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Permit Renewal Application

Carolina Tree Debris LCID Landfill (Permit No. 92-V)
Raleigh, North Carolina

Prepared For:
Carolina Tree Debris, Inc.
Raleigh, North Carolina

S+G Project No. Carolina 15-2

October 2016

Applicant Certification

I certify under penalty of law that this document and all attachments were
prepared under my direction or supervision and that the information provided in
this application is true, accurate, and complete to the best of my knowledge.

I understand that North Carolina General Statute 130A-22 provides for
administrative penalties of up to fifteen thousand dollars ($15,000.00) per day
per each violation of the Solid Waste Management Rules. I further understand
that the Solid Waste Management Rules may be revised or amended in the future
and that the facility siting and operations of this solid waste management facility
will be required to comply with all such revisions or amendments.

_________________________________________________________
Thomas Butler Date
Carolina Tree Debris, Inc.

Madeline German, P.G.
Project Geologist

Stacey A. Smith, P.E.
Project Manager
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Carolina Tree Debirs LCID Landfill (Permit 92-V) Permit Renewal Application
October 2016 Table of Contents Page i
Carolina Tree Debris LCID Landfill (Permit No. 92-V)
Raleigh, North Carolina

Permit Renewal Application

Table of Contents

North Carolina Solid Waste Management (15A NCAC 13B .0560) rules, Application Guidance for
Land Clearing and Inert Debris (LCID) Landfill and the Solid Waste Management Act of 2007
addressed in each section of this document are shown in italics after each section.

Executive Summary

Attachment A Permit Documentation
(15A NCAC 13B.0565)

Attachment B Legal Description of Property
(15A NCAC 13B.0565)

Attachment C Ownership and Certification
(15A NCAC 13B.0565)

Attachment D Zoning Documentation
(15A NCAC 13B.0565)

Attachment E Operations Manual
(15A NCAC 13B.0566)

Attachment F FEMA Maps
(15A NCAC 13B.0565)

Attachment G Soil and Subsurface Investigation
(15A NCAC 13B.0565)

Attachment H Volume Calculations
(15A NCAC 13B.0565)

Attachment I Site Drawings
(15A NCAC 13B.0565)

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Carolina Tree Debris LCID Landfill (Permit 92-V) Permit Renewal Application
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EXECUTIVE SUMMARY
GENERAL

The following is a Permit Renewal Application submitted on behalf of Carolina Tree Debris, Inc.
for continued operation of a Land Clearing and Inert Debris (LCID) Landfill at their facility on Old
Watkins Road in Raleigh, Wake County, North Carolina (NC Solid Waste Permit No. 92-V).
Carolina Tree Debris, Inc. intends to continue facility operation following approval of this
application.

The site use will be the continuation of LCID waste acceptance. The site is currently operating
under NC Solid Waste Permit Number 92-V. The current permit expires on December 8, 2016, a
copy is provided in Attachment A.

PROPERTY OWNERSHIP AND OPERATION

The proposed facility is owned and operated by the Carolina Tree Debris Inc., a NC Corporation.
Contact information for Carolina Tree Debris, Inc. is as follows:

Operator: Carolina Tree Debris Inc.
Address: 1417 Old Watkins Road
Raleigh, NC 27616
Phone: [phone]
Contact: Marvin Butler
[e-mail]
Thomas Butler
[e-mail]

Articles of Incorporation for Carolina Tree Debris are provided in Attachment C.

REGULATORY REFERENCES

This submittal has been prepared in accordance with the requirements of the North Carolina
Administrative Code (15A NCAC 13B.0565) regarding application requirements for LCID
landfills, Application Guidance LCID Landfill Permit, and the Solid Waste Management Act of
2007 which are enforced by the Division of Waste Management (DWM) of the North Carolina
Department of Environmental Quality (NCDEQ).

Included in the document attachments are the following (with applicable rule(s) in italics):

Legal Description of the Property (15A NCAC 13B.0565 (1)(e));
Ownerships and Certifications (Guidance Document);
Zoning Documents (15A NCAC 13B.0565 (1)(a));
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Operations Manual (15A NCAC 13B.0566);
FEMA Map (15A NCAC 13B.0565 (2)(c));
Soil and Subsurface Investigation (15A NCAC 13B.0565 (3)(n));
Site Drawings (15A NCAC 13B.0565 (3)).

PROPERTY DESCRIPTION

The table below lists the property owners and the deed book references for the landfill facility.
The continuing development does not impact any additional properties. Legal descriptions are
included in Attachment B.

Landfill Property Owners:
Property Owner Deed Book
Reference
Deed Book
Page Reference
Area
(acres)
Raleighwood Farms
Realty, LLC
16465 921 3.36
Michael Blake 14520 2721 3.00
Raleighwood Farms
Realty, LLC
16465 921 24.03
Peggy Cooke 1530 81 1.10
Marvin Butler 5557 507 0.94

APPLICATION REQUIREMENTS

The following sections correspond with the permit application for a LCID facility as outlined in
the Application Guidance for LCID Landfill Permit.

Zoning
The site is located in the Residential 30 and Heavy Commercial zoning districts of Wake
County. The current facility has been operating under s Special Use Permit (No. 1782-
98). A copy of this approval is included in Attachment D.

Operations Manual
The Operations Manual outlines and describes protocols for facility operation and
maintenance and was prepared to provide Landfill personnel with a clear understanding
of how the Design Engineer assumed that the completed facility would be operated.
Along with the Project Drawings, the Operations Manual has been prepared to comply
with the requirements of 15A NCAC 13B.0566. A copy of the Operations Manual is
included in Attachment E.

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Siting and Design Standards
The following sections explain how the LCID facility complies with siting and design
standards in 15A NCAC 13B.0564.

Buffers
Development buffers were satisfied during initial site permitting1., and are shown
on Existing Conditions, Sheet 2 in Attachment I. The proposed wood waste
processing and small Type I compost operations involve the following buffers of
note:
Wood Waste Processing 200ft residential buffer (T&P Guidance)
Small Type I Compost Operation 50ft property line buffer (15A NCAC 13B
.1404)

Note that the nearest resident to the operation not within the site is
approximately 300 ft away from the proposed processing area, shown on Sheet
5, 5 Year Phase Grading Plan in Attachment I.

Floodplain
The facility is not located within a floodplain. A copy of the FEMA Map for this
area is included in Attachment F.

Water Quality
The potentiometric surface is displayed on the Existing Conditions Map included
in Attachment I. The potentiometric surface was developed from soil borings
(included in Attachment G) performed during initial permitting of the facility.

Surface Water
The facility is located near Harris Creek. All runoff within the facility boundary is
directed towards an upstream drainage area located to the northeast of the site.

The facility will only accept Land Clearing and Inert Debris materials. The site
does not include any wetlands within the development and the proposed facility
does not require and stormwater permits. Original land disturbing approval was
granted by Wake County in 1999. A copy of the letter of approval is included in
Attachment A.

Public Access
The site does not allow uncontrolled public access. The entrance to the site, off
Old Watkins Road, passes the guard house. The boundaries outside the

1 Permit to Operate, 92-V-LCID, August 19, 1999.
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processing area are currently undeveloped, wooded, or private residences with
no other access roads.

Financial Assurance
There currently is not a financial assurance responsibility under the Solid Waste Section
rules for LCID landfills, small treatment and processing sites and small Type I compost
facilities.

Existing and Future Airspace Survey
A topographic survey of the LCID facility was conducted on June 19, 2016 by Surveying
Solutions, P.C. This survey was compared with the permitted site base grades to
determine the landfill volume consumed since operations began. Likewise, the survey
was also compared to proposed final grades to determine remaining capacity (gross).
The resulting volumes are included in the summary table below.

Volume Summary

Volume

Gross Acreage

Consumed

711,000 10

Remaining

510,000 7.4

Total

1,222,000 17.4

2016-2021 Anticipated 5 Year Capacity: 120,000 CY

Notes:

1. “Gross” is a volume from the bottom of waste to top of final cover.
2. Remaining capacity includes relocation of overfilled areas.

AutoCAD volume analysis isopach drawings are included in Attachment H. Survey
information is presented with the drawing set in Attachment I.

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Attachment A
Permit Documentation

Permit Renewal Application
Carolina Tree Debris LCID Landfill (Permit No 92-V)
Raleigh, North Carolina
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Attachment B
Legal Description of Property

Permit Renewal Application
Carolina Tree Debris LCID Landfill (Permit No. 92-V)
Raleigh, North Carolina
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Attachment C
Ownership and Certification

Permit Renewal Application
Carolina Tree Debris LCID Landfill (Permit No. 92-V)
Raleigh, North Carolina

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Attachment D
Zoning Documentation

Permit Renewal Application
Carolina Tree Debris LCID Landfill (Permit No. 92-V)
Raleigh, North Carolina
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Attachment E
Operations Manual

Permit Renewal Application
Carolina Tree Debris LCID Landfill (Permit No. 92-V)
Raleigh, North Carolina
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Operations Manual

Carolina Tree Debris LCID Landfill (Permit No. 92-V)
Raleigh, North Carolina

Prepared for:

Carolina Tree Debris. Inc.
Raleigh, North Carolina

October 2016

Prepared by:

© 2016 Smith Gardner, Inc.
This document is intended for the sole use of the client for which it was prepared and
for the purpose agreed on by the client and Smith Gardner, Inc.

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Operations Manual

Carolina Tree Debris LCID Landfill (Permit No. 92-V)
Raleigh, North Carolina

Prepared For:
Carolina Tree Debris, Inc.
Raleigh, North Carolina

S+G Project No. Carolina 15-2

October 2016

Madeline German, P.G.
Project Geologist

Stacey A. Smith, P.E.
Project Manager
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Carolina Tree Debris LCID Landfill (Permit No. 92-V) Operations Manual
October 2016 Table of Contents Page i
Carolina Tree Debris LCID Landfill (Permit No. 92-V)
Raleigh, North Carolina

Operations Manual

Table of Contents
Page

1.0 GENERAL FACILITY OPERATIONS .......................................................................... 5
1.1 Contact Information ..................................................................................................... 5
1.1.1 Owner ............................................................................................................... 5
1.1.2 Engineer ........................................................................................................... 6
1.1.3 North Carolina Department of Environmental Quality ................................. 6
1.1.4 Emergency Response ..................................................................................... 6
1.2 Facility Operating Hours.............................................................................................. 7
1.3 Site Access ................................................................................................................... 7
1.3.1 Physical Restraints ......................................................................................... 7
1.3.2 Security ............................................................................................................ 7
1.4 Signage ......................................................................................................................... 7
1.5 Communications .......................................................................................................... 8
1.6 Fire Control .................................................................................................................. 8
1.6.1 Open Burning ................................................................................................... 8
1.6.2 Fire Tetrahedron ............................................................................................. 8
1.6.3 Equipment ........................................................................................................ 9
1.6.4 General Fire Management Strategies ........................................................... 9
1.6.5 Surface Emissions........................................................................................... 9
1.6.5.1 Steam ................................................................................................ 9
1.6.5.2 Smoke ............................................................................................. 10
1.6.6 Fires Within Disposal Areas ......................................................................... 10
1.6.7 Notification..................................................................................................... 10
1.7 Severe Weather Conditions ....................................................................................... 11
1.7.1 Ice Storms ...................................................................................................... 11
1.7.2 Heavy Rains ................................................................................................... 11
1.7.3 Electrical Storms........................................................................................... 11
1.7.4 Windy Conditions ........................................................................................... 11
1.7.5 Violent Storms ............................................................................................... 11
1.8 Equipment Requirements ......................................................................................... 12
1.9 Personnel Requirements .......................................................................................... 12
1.10 Health and Safety ....................................................................................................... 12
1.10.1 Personal Hygiene ......................................................................................... 13
1.10.2 Personal Protective Equipment .................................................................. 13
1.10.3 Mechanical Equipment Hazard Prevention ................................................ 13
1.10.4 Employee Health and Safety ....................................................................... 13
1.10.5 Physical Exposure ........................................................................................ 14
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1.10.6 Material Safety Data Sheets ........................................................................ 14
1.11 Record Keeping Program .......................................................................................... 14
2.0 DEBRIS HANDLING OPERATIONS .........................................................................15
2.1 Acceptable Material ................................................................................................... 15
2.2 Prohibited Wastes ...................................................................................................... 15
2.3 Facility Operation ....................................................................................................... 15
2.3.1 Operating Capacity ........................................................................................ 16
2.4 Waste Acceptance ...................................................................................................... 17
2.5 Waste Screening ........................................................................................................ 17
2.5.1 Receiving ........................................................................................................ 17
2.5.2 Hazardous Waste Contingency Plan ............................................................ 18
2.6 Disposal ...................................................................................................................... 18
2.6.1 Access ............................................................................................................ 18
2.6.2 General Procedure ........................................................................................ 19
2.7 Cover ........................................................................................................................... 19
2.7.1 Periodic Cover ............................................................................................... 19
2.7.2 Intermediate Cover ....................................................................................... 20
2.8 Height Monitoring ...................................................................................................... 20
3.0 RECOVERY AND PROCESSING OPERATIONS .........................................................21
3.1 Recovery (Mining) Operations .................................................................................. 21
3.2 Wood Waste Processing Operations ........................................................................ 21
3.2.1 Grinding/Chipping ......................................................................................... 21
3.2.2 Screening ....................................................................................................... 21
3.3 Compost Operations and Management .................................................................... 22
3.3.1 Mixing & Windrow/Pile Formation ............................................................... 22
3.3.2 Active Composting ......................................................................................... 22
3.3.3 Storing ............................................................................................................ 22
3.3.4 Monitoring ...................................................................................................... 23
3.3.5 Product Testing ............................................................................................. 24
3.3.6 Final Product ................................................................................................. 25
3.3.7 Trouble Shooting ........................................................................................... 25
3.4 Markets....................................................................................................................... 26
4.0 ENVIRONMENTAL MANAGEMENT .........................................................................27
4.1 Surface Water Control ............................................................................................... 27
4.1.1 Surface Water Run-On Control .................................................................... 27
4.1.2 Active Face Run-Off Control ......................................................................... 27
4.1.3 Erosion Control.............................................................................................. 27
4.1.4 Sedimentation Control .................................................................................. 28
4.2 Vector Control ............................................................................................................ 28
4.3 Odor Control ............................................................................................................... 28
4.4 Dust Control ............................................................................................................... 28
5.0 QUALITY ASSURANCE AND REPORTING ................................................................29
5.1 Overview ..................................................................................................................... 29
5.2 Documentation ........................................................................................................... 29

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TABLES
Table 1 Available Equipment ..................................................................................... 12
Table 2 Personnel Requirements .............................................................................. 12
Table 3 Troubleshooting…………………………………………………………………………………...25

CHARTS
Chart 1 Facility Operations Flow Chart………………………………………………………………16

FIGURES
Figure 1 Site Location Map
Figure 2 Existing Conditions

APPENDICES
Appendix A Fire Occurrence Notification Form
Appendix B Waste Screening Form

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Carolina Tree Debris LCID Landfill (Permit No. 92-V) Operations Manual
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1.0 GENERAL FACILITY OPERATIONS
This Operations Manual was prepared for operations of the Carolina Tree Debris (CTD) LCID
Landfill (Permit No.92-V) located at 1417 Old Watkins Road in Raleigh, North Carolina. This
document discusses the operation of the following solid waste management activities:

• LCID Landfill
• Wood Waste Processing
• Small Type I Composting Area

The continued use of the site will be conducted complying with the rules stated under 15A NCAC
13B .0500. Figure 1 is a USGS map of the site and Figure 2 is a site map that illustrates the
location of existing and proposed landfill units and other solid waste management activities.

The information contained herein was prepared to provide facility personnel with a clear
understanding of how the Design Engineer assumed that the completed facility would be
operated and how regulatory operations criteria will be met. While deviations from the
operations procedures outlined herein may be acceptable, they must be reviewed and approved
by the NC Department of Environmental Quality (DEQ) Division of Waste Management (DWM)
prior to implementation. Additionally, the Design Engineer should be consulted regarding
changes which may affect the facility design
1.1 Contact Information
All correspondence and questions concerning the CTD LCID Landfill operation should be
directed to the appropriate personnel listed below. For fire or police emergencies dial
911.
1.1.1 Owner
Carolina Tree Debris Inc.
1417 Old Watkins Road
Raleigh, NC 27616
Phone: [phone]

Primary Contact: Marvin Butler*
[e-mail]

Thomas Butler
[e-mail]
*Marvin Butler serves as the Family contact for all Landowners and for operations.

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1.1.2 Engineer
Smith Gardner, Inc.
14 N. Boylan Ave.
Raleigh, NC 27603
Phone: [phone]

Primary Contact: Stacey A. Smith, P.E.
[e-mail]
1.1.3 North Carolina Department of Environmental Quality
North Carolina DEQ - Raleigh Central Office (RCO)
217 W. Jones Street
Raleigh, NC 27603
1646 Mail Service Center
Raleigh, NC 27699-1646
Phone/Fax: [phone]

North Carolina DENR - Raleigh Regional Office (RRO)
3800 Barrett Drive
Raleigh, NC 27609
Phone: [phone]
Fax: [phone]

Division of Waste Management (DWM) - Solid Waste Section:

Eastern District Supervisor: Drew Hammonds
Environmental Senior Specialist: Liz Patterson

Division of Energy, Mineral, and Land Resources:

Regional Engineer: John Holley, P.E. (RRO)
1.1.4 Emergency Response
New Hope Fire Department Station 2
4909 Watkins Road
Wendell, NC 27591
Phone [phone]

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1.2 Facility Operating Hours
Normal hours of operation will be 8:00 A.M. to 5:00 P.M. Monday through Friday. The
facility will be closed on weekends and most recognized County holidays. In the event of
disaster or other emergency situations, the supervisor will request approval from the
commission’s regional office to allow additional temporary operating hours during these
events.
1.3 Site Access
The site will be primarily accessed by the existing entrances on Old Watkins Road.
Limiting access to the facility is important for the following reasons:

• Unauthorized and illegal dumping of debris materials is prevented.
• Trespassing, and injury resulting therefrom, is discouraged.
• The risk of vandalism is greatly reduced.

Access to active areas of the landfill will be controlled by a combination of fences,
natural barriers and strictly enforced operating hours. An attendant will be on duty at
all times when the facility is open for public use to enforce access restrictions
1.3.1 Physical Restraints
The site will be primarily accessed by the existing entrance on Old Watkins Road.
The primary entrance has a gate which will be securely locked during non-
operating hours. A guard house is provided at the main entrance. All managers
of CTD operation live at or adjacent to the landfill. All waste will be initially
screened and weighed at the guard house prior to being placed in the facility.
1.3.2 Security
The facility is secured by fencing, security gates and natural buffers. Frequent
gate and fence inspections will be performed by landfill personnel. Evidence of
trespassing, vandalism, or illegal operation will be reported to the owner to
coordinate the repair or replacement of the damaged property and to ensure the
integrity of the facilities security.
1.4 Signage
A prominent sign(s) containing the information required by the DWM will be placed at the
facility entrance. The sign(s) will provide information on operating hours, operating
procedures, permit number and acceptable wastes. Additional signage will be provided
as necessary within the landfill complex to distinctly distinguish the roadway to the
active landfill unit(s). Service and maintenance roads for use by operations personnel
will be clearly marked and barriers (e.g., traffic cones, barrels, etc.) will be provided as
required. Site personnel will routinely inspect the conditions of the posted signage to
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ensure that they are clearly visible and intact. Damaged or missing signage will be
replaced.
1.5 Communications
The guard house has a telephone in case of an emergency and to conduct day-to-day
business. Emergency telephone numbers are displayed in the guard house.
1.6 Fire Control
The possibility of fire within the landfill or a piece of equipment must be anticipated in
the daily facility operation. Potential fire hazards include both surface and subsurface
conditions. Surface conditions include equipment operations and newly placed debris.
Subsurface conditions include existing debris previously landfilled. Smoking is
prohibited on the working face of the landfill.
1.6.1 Open Burning
Open burning is not allowed at the facility in accordance with 15A NCAC 13B
.0566(12). Controlled burning will occur only if permitted or approved by the
DWM, the Division of Air Quality (DAQ), and the local fire department.
1.6.2 Fire Tetrahedron1
To better understand the properties of fire, the
fundamental methods to extinguish it must be
understood. The fire ‘‘tetrahedron’’ illustrates the rule
that to ignite and burn, each component of the
tetrahedron (fuel, oxygen, heat, and/or chemical chain
reaction) represents a property of flaming fire. A fire
is prevented or extinguished by ‘‘removing’’ any one of them. A fire naturally
occurs when the elements are combined in the right mixture (e.g., more heat
needed for igniting some fuels, unless there is concentrated oxygen). The fire
tetrahedron is a more modern adaptation of the traditional fire ‘‘triangle’’
recognizing the chemical reactions that may occur as a component - ‘‘the
uninhibited chain reaction’’. This chain reaction is the feedback of heat to the
fuel to produce the gaseous fuel used in the flame. In other words, the chain
reaction provides the heat necessary to maintain the fire. These principles are
integral in the prevention and management of potential fire situations. Please
note this information is considered as a basis of understanding which may be
superseded by the direction and skill of the local Fire Marshal.

1 National Fire Protection Association (www.nfpa.org).
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1.6.3 Equipment
A combination of factory installed fire suppression systems and/or portable fire
extinguishers will be operational on all pieces of heavy equipment at all times.
Potential fire hazards are created from the build-up of fine, dry dust particles on
and around operational motors and control panels. The presence of these build-
ups can cause overheating and potential fire if periodic equipment cleaning and
maintenance are not practiced. Portable fire extinguishers should be maintained
in a state of readiness on each piece of moving equipment and equipment should
be cleaned periodically. Staff shall be periodically trained on the proper
utilization of the fire extinguishers. The fire extinguishers are checked on a
regular basis to ensure their utilization. The date of the units’ inspections is
document on each tag.
1.6.4 General Fire Management Strategies
Each fire situation is site/event specific; however, general strategies for active
fire management include the following (in no particular order):

• Accelerated high temperature combustion (displacing fuel);
• Covering burning material with soil (reduce oxygen);
• Covering burning material with foams (reduce oxygen);
• Flooding burning material with water (reduce heat);
• Injecting an inert gas such as CO2 (reduce oxygen);
• Excavating the burning material (displacing fuel) and then extinguishing it
in small controlled areas; and
• Applying extinguishing agents that will interfere with and inhibit the
combustion process at the molecular level (break the chemical reaction).
1.6.5 Surface Emissions
The presence of surface emissions in the form of steam or smoke may occur
from time to time. On-site personnel shall watch sensitive areas across the
cover for signs of these types of emissions.
1.6.5.1 Steam
Steam is pure water vapor, produced by evaporated water within the
debris mass. Ordinarily, steam is completely colorless. As steam cools
and condenses it becomes visible as water vapor and can produce a white
cloud which dissipates relatively quickly. It is odorless and tasteless.
Because the humidity is very high, the cloud may leave water droplets on
solids that touch it. Observed steam emissions on site will continue to be
monitored; changes will be reported to the site manager.

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1.6.5.2 Smoke
Smoke consists of gases and soot. The gases typically include water
vapor, but smoke differs from steam in that there are other gases, such
carbon dioxide and sulfur oxides, plus there are small particles. The
types of particles depend on the source of the smoke, but usually you can
smell or taste either the soot or some of the gases from smoke. Smoke
may be white, but more commonly it is colored by its particles and will
linger across the cover as the particles in the smoke are suspended.
Observed smoke will be covered with soil or other action to prevent fire
creating conditions and continue to be monitored until smoke is no longer
produced. The site manager will be notified when smoke is observed on
site.
1.6.6 Fires Within Disposal Areas
Fires within the landfill disposal areas will be limited by the use of periodic cover
as a fire break and control of "hot" loads entering the landfill. Landfill personnel
at the guard house will turn away all trucks containing debris that is suspected to
be hot. If a hot load is placed on the working face, then the load will be spread as
thin as possible and cover soil will be immediately placed on the debris to
extinguish the fire.

In general, fires that break out close to the surface of the disposal area should be
excavated and smothered with cover material. Deep fires should be smothered
out by placing moist soil on the surface and by constructing soil barriers around
the fire. Where the smothering technique fails, the burning material must be
excavated and smothered or quenched with water once the burning material is
brought to the surface. Water is usually not effective unless it can be directly
applied to the burning material.
1.6.7 Notification
A copy of the site Operations Manual shall be filed with the local fire department
including all contact information for the facility.

The owner will verbally notify the DWM (Section 1.1.2) within 24 hours of
discovery of a fire within any landfill disposal area. In addition, written
documentation describing the fire, the actions carried out to extinguish the fire,
and a strategy for preventing future occurrences will be provided to the DWM
within 15 days following any such occurrence using the DWM’s Fire Occurrence
Notification Form (Appendix A).

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1.7 Severe Weather Conditions
Inclement weather conditions can directly affect landfill facility operations. Some
weather conditions and recommended operational responses are as follows.
1.7.1 Ice Storms
An ice storm can make access to the facility and disposal locations dangerous,
prevent movement or placement of daily cover, and, thus, may require closure of
the facility until the ice is removed or has melted. The determination to
discontinue activities due to inclement weather conditions will be made by the
Site Manager.
1.7.2 Heavy Rains
Rainy periods can create a muddy situation in areas of exposed soil. The control
of drainage and use of crushed stone on unpaved roads should provide all-
weather access for the site and promote drainage away from critical areas. In
areas where the aggregate surface is washed away or otherwise damaged, new
aggregate should be used for repair.

Intense rains can affect newly constructed drainage structures such as swales,
diversions, cover soils, and vegetation. After such a rain event, inspection by
facility personnel will be initiated and corrective measures initiated to repair any
damage found before the next rainfall. In extreme cases the landfill will be
closed for employee and customer safety and to prevent excessive site damage.
1.7.3 Electrical Storms
Employees working on heavy equipment and open areas of the landfill and
recovery areas are susceptible to the hazards of an electrical storm. If
necessary, disposal activities will be temporarily suspended during such an
event. To guarantee the safety of all field personnel refuge will be sought, as
necessary, in the on-site buildings or in rubber-tired vehicle.
1.7.4 Windy Conditions
Landfill operations during a particularly windy period may require the working
face be temporarily shifted to a more sheltered area. When this is done, the
previously exposed face will be immediately covered with soil.
1.7.5 Violent Storms
In the event of hurricane, tornado, or severe winter storm warning issued by the
National Weather Service, landfill operations may be temporarily suspended until
the warning is lifted. Cover will be placed on exposed debris and buildings and
equipment will be properly secured.
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1.8 Equipment Requirements
Periodic equipment maintenance and minor and major repair work will be performed in
designated maintenance zones outside the facility.

The available equipment for daily operation and site maintenance are listed in the
following table. However the operator may change as needed.

Table 1. Available Equipment
Description Primary Function (Allocation)
1) Excavator Soil excavation, LCID landfill mining and sorting
2) Dozer Waste placement and grading.
3) Front End Loader Loading, mixing, and turning.
4) Dump Truck Hauling material around site.
4) Grinder (Contract) Grinding/shredding of bulky wastes, stumps, limbs, etc.
5) Screening
Equipment (Contract)
Processing material to uniform consistency and sorting
of various gradations.
1.9 Personnel Requirements
The anticipated personnel requirements for site operation and maintenance are listed in
the following table. However, personnel may be adjusted as needed.

Table 2 . Personnel Requirements
Description Primary Function (Allocation)
1) Site Manager - 1 Overall management of the site, receiving and
cataloging of incoming loads.
2) Operator - 1 Management of transfer station and the landfill
area.
3) Labor - 1 General labor and operational staff around site.
1.10 Health and Safety
All aspects of landfill operations were developed with the health and safety of the
operating staff, customers and neighbors in mind. Safety equipment provided includes
equipment rollover protective cabs, seat belts, audible reverse warning devices, hard
hats, safety shoes and first aid kits. Facility personnel will be encouraged to complete
the American Red Cross Basic First Aid Course. A member of the operating staff is the
designated site safety officer; who works with the facilities management to ensure the
site’s safety and emergency response program is consistent with the Occupational
Safety and Health Administration (OSHA) guidance. Other safety requirements as
designated by the owner may also be implemented.

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1.10.1 Personal Hygiene
The following items are recommended as a minimum of practice:

• Wash hands before eating, drinking, or smoking.
• Wear personal protective equipment as described in Section 1.10.2.
• Wash, disinfect, and bandage ANY cut, no matter how small it is. Any
break in the skin can become a source of infection.
• Keep fingernails closely trimmed and clean (dirty nails can harbor
pathogens).
1.10.2 Personal Protective Equipment
Personal Protective Equipment (PPE) must be evaluated as to the level of
protection necessary for particular operating conditions and then made available
to facility employees. The list below includes the PPE typically used and/or
required in a solid waste management facility workplace.

• Safety shoes with steel toes.
• Noise reduction protection should be used in areas where extended
exposure to continuous high decibel levels is expected.
• Disposable rubber latex or chemical resistant gloves for handling and/or
sampling of debris materials.
• Dust filter masks (voluntary).
• Hard hats (in designated areas).

Following use, PPE’s should be disposed of or adequately cleaned, dried, or
readied for reuse.
1.10.3 Mechanical Equipment Hazard Prevention
Equipment should be operated with care and caution. All safety equipment such
as horns, backup alarms, and lights should be functional. A Lockout-Tagout
program will be used to identify equipment in need or under repair and ensure
that operation is ‘‘off-limits’’ prior to maintenance or repair.
1.10.4 Employee Health and Safety
Some general safety rules are:

• Consider safety first when planning and conducting activities.
• Review the equipment O&M manual(s) prior to attempting
repairs/changes.
• Remember the buddy system for mechanical equipment repair.
• Post emergency contact phone numbers.
• Provide easy and visible access to the Right to Know materials.
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• Provide easy and visible access to first aid kits and fire extinguishers.
1.10.5 Physical Exposure
Facility personnel may come in contact with the fluids, solids and airborne
constituents found at the facility. Safe work practices around these potential
exposures as well as appropriate equipment use and proper disposal procedures
will be followed. Routine training should be conducted regarding individual and
collective materials and their associated hazards. Training concerning safe
workplace practices around these potential exposures should instruct employees
on the proper usage of equipment and proper disposal procedures.
1.10.6 Material Safety Data Sheets
Material Safety Data Sheets (MSDS) will be made available for all chemicals
stored on site for use at the facility.
1.11 Record Keeping Program
The owner will maintain the following records at the corporate office and with the
engineer:

A. Current permit(s) (Permit to Construct, Permit to Operate, etc.);
B. Current operations manual/plan(s) and engineering plan for each landfill
unit;
C. Inspection reports;
D. Audit and compliance records;
E. Annual reports (including survey and other documentation related to airspace
usage in landfill units);
F. Daily volume records;
G. Waste screening logs;
H. Employee training procedures and training records;
I. Un-acceptable waste disposal tickets;
J. Grinding and chipping logs;
K. Finished product inventory;
L. Closure information, where applicable, including:
1. Notification of intent to close;
2. Testing;
3. Certification; and
4. Recording.

The operating record will be kept up to date by the owner or his designee; it will be
presented, on request, to the DWM for inspection.

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2.0 DEBRIS HANDLING OPERATIONS
This section describes the required waste handling, mining and composting operations for the
CTD LCID Landfill facility.
2.1 Acceptable Material
Only the following waste materials generated within the approved service area may be
disposed of in the LCID landfill unit. Wastes in italics will be acceptable for processing
only.

• Land Clearing and Inert Debris Landfill: as defined in 15A NCAC 13B.0101(22)
means a facility for the disposal of land-clearing waste, concrete, brick, concrete
block, uncontaminated soil, gravel and rock, untreated and unpainted wood, and
yard trash.
• Land Clearing Waste: as defined in 15A NCAC 13B.0101(23) means solid waste
which is generated solely from land-clearing activities, limited to stumps, trees,
limbs, brush, grass, and other naturally occurring vegetative material.
• Yard trash: as defined in G.S. 130A-290(a)(45) means solid waste consisting
solely of vegetative matter resulting from landscaping maintenance
• Wooden Pallets (damaged and undamaged): as defined in G.S. 130A-290(a)(44a)
means a wooden object consisting of a flat or horizontal deck or platform
supported by structural components that is used as a base for assembling,
stacking, handling, and transporting goods (for processing only).
• Other Wastes as Approved by the Solid Waste Section of the Division of Waste
Management.

Only materials listed above will be disposed. All other identified wastes will be removed
and disposed in accordance with Section 2.5.
2.2 Prohibited Wastes
No municipal solid waste (MSW), construction and demolition debris waste (C&D),
hazardous waste (as defined by 15A NCAC13A including hazardous waste from
conditionally exempt small quantity generators), or liquid waste will be accepted at this
facility. In addition, no polychlorinated biphenyl (PCB) waste will be accepted. The
facility follows a strict screening program, described in Section 2.5, to ensure no
prohibited waste is accepted.
2.3 Facility Operation
The facility operations have been proposed to facilitate both disposal and recovery to
involve a flow through of material at the facility. Generally, the process includes
materials from both customers and mining of the site. This section provides discussion
on the major components of the process. Please refer to the below Chart 1 for a
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flowchart outlining the overall facility operations. Incoming materials shall follow
Section 3.2 and 3.3 and recovered materials shall follow Section 3.1 presented below.

2.3.1 Operating Capacity
The Operating Capacity for the CTD facility is estimated to be approximately 20,000 cy
per year based on historical receipts. The facility has also anticipated up to 50 trucks
per day in their Wake County special use permit. At this time and in consideration of the
current construction industry, we have assumed the 25,000 cy per year estimate.
Incoming Waste
Soil Woody Inert Unacceptable
Waste
Debris (All)
Guard House
Mulch
Processed Clean
Stumps Logs Limbs,
Brush Green
Leafy
Off-Site
Disposal
Crush (Gravel) Crush
Concrete Brick, Block,
Asphalt
Crush (Rip Rap)
Compost Shear
Lumber Yard
Grind
Chart 1: Facility Operations Flow Chart
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2.4 Waste Acceptance
CTD estimates based on historical data, that it will receive approximately 100 tons per
week depending on economy and weather. This waste acceptance rate yields
approximately 5,000 tons per year. In addition to accepted waste, material will be
excavated from the existing LCID landfill for processing (Section 3.1).
2.5 Waste Screening
To assure that prohibited wastes are not entering the facility, screening programs have
been implemented. If any non-acceptable wastes are identified, these wastes will be
placed into a stockpile or container and removed from the site for disposal at a solid
waste facility permitted to accept the particular waste. All records and receipts for this
disposal shall be kept in the operating record for the site. It is anticipated that
unacceptable wastes will be minor amounts and either generally classified as MSW or
C&D. The operators will be trained on identifying non-conforming/non-acceptable
wastes. The frequency for screening includes every load described as follows.
2.5.1 Receiving
All vehicles must stop at the guard house located near the facility entrance and
visitors are required to sign-in. All waste transportation vehicles are checked
and have their load content assessed. The attendant(s) requests from the driver
of the vehicle a description of the waste it is carrying to ensure that unacceptable
waste is not allowed into the landfill. The attendant(s) then visually checks the
vehicle. Signs informing users of the acceptable and unacceptable types of
waste are posted at the guard house. Once passing the guard, the vehicles
containing LCID wastes are routed to the landfill.

Vehicles are selected for screening at random based on 1% by volume of
incoming site acceptance or a minimum of once per month. Selected vehicles
are directed to an area of intermediate cover adjacent to the working face where
the vehicle will be unloaded. Waste is carefully spread using suitable equipment.
An attendant trained to identify wastes that are unacceptable at the landfill
inspects the waste discharged at the screening site. If unacceptable waste is
found, including wastes generated from outside of the service area, the load will
be isolated and secured by berming off the area. Unacceptable wastes that are
non-hazardous will be removed from the facility.

For unacceptable wastes that are hazardous, the Hazardous Waste Contingency
Plan outlined in Section 2.5.2 will be followed. The hauler is responsible for
removing unacceptable waste from the landfill property. If no unacceptable
waste is found, the load will be pushed to the working face and incorporated into
the daily waste cell. All random waste inspections will be documented by landfill
staff using the waste screening form provided in Appendix B.

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In addition to random waste screening described above, waste unloaded on the
active face will be inspected by the equipment operators, trained to spot
unacceptable wastes, before and during spreading and compaction. Any
suspicious looking waste is reported immediately to the designated primary
inspector for further evaluation.
2.5.2 Hazardous Waste Contingency Plan
In the event that identifiable hazardous waste or waste of questionable character
is detected at the landfill, appropriate equipment, protective gear, personnel, and
materials as necessary will be employed to isolate the wastes. The DWM will be
notified immediately (Section 1.2.3) that an attempt was made to dispose of
hazardous waste at the landfill. If the vehicle attempting disposal of such waste
is known, all attempts will be made to prevent that vehicle from leaving the site
or, if the vehicle has left the site, immediate notice will be served on the owner of
the vehicle that hazardous waste, for which they have responsibility, has been
disposed of at the landfill.

CTD will assist the DWM as necessary and appropriate in the removal and
disposition of the hazardous waste and in the prosecution of responsible parties.
If needed, the hazardous waste will be covered with either on-site soils or other
tarping material until such time when an appropriate method can be
implemented to properly handle the waste. The cost of the removal and
disposing of the hazardous waste will be charged to the owner of the vehicle
involved. Any vehicle owner or operator who knowingly dumps hazardous waste
in the landfill may be barred from using the landfill.

Should an incident where hazardous waste is found at the landfill occur, the
event will be documented by landfill staff using the waste screening form
provided in Appendix B.

Records gathered as part of the waste screening programs will be maintained at
the landfill site during its active life and as long as required by CTD and the DWM.
2.6 Disposal
2.6.1 Access
Traffic will be clearly directed to the appropriate active access road. Access road
location during waste placement will be determined by operations personnel to
reflect the waste placement strategy.

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2.6.2 General Procedure
Waste transportation vehicles will arrive at the working face at random intervals.
There may be a number of vehicles unloading waste at the same time, while
other vehicles are waiting. To maintain control over the unloading of waste, a
certain number of vehicles will be allowed on the working face at a time. The
actual number will be determined by the truck spotter. This procedure will be
used to minimize the potential of unloading unacceptable waste and to control
disposal activity. Operations at the working face will be conducted in a manner
which will encourage the efficient movement of transportation vehicles to and
from the working face, and to expedite the waste unloading.

The approach to the working face will be maintained such that two or more
vehicles may safely unload side by side. A vehicle turn-around area large enough
to enable vehicles to arrive and turn around safely with reasonable speed will be
provided adjacent to the unloading area. The vehicles will back to a vacant area
near the working face to unload. Following completion of the unloading
operation, the transportation vehicles will immediately leave the working face
area. Personnel will direct traffic necessary to expedite safe movement of
vehicles.

Waste unloading at the landfill will be controlled to prevent disposal in locations
other than those specified by site management. Such control will also be used to
confine the working face to a minimum width, yet allow safe and efficient
operations. The width and length of the working face will be maintained as small
as practical to maintain the appearance of the site, control windblown waste, and
minimize the amount of cover required each day. Normally, only one working
face will be active on any given day, with all deposited waste in other areas
covered by either periodic, intermediate, or final cover, as appropriate.

The procedures for placement and compaction of solid waste include: unloading
of vehicles, spreading of waste into nominal ten (10) foot lifts, and compaction on
relatively flat slopes (i.e. 5H:1V max.).

The use of portable signs with directional arrows and portable traffic barricades
will facilitate the unloading of wastes to the designated disposal locations. These
signs and barricades will be placed along the access route to the working face of
the landfill or other designated disposal areas which may be established.
2.7 Cover
2.7.1 Periodic Cover
At the completion of waste placement each week, or sooner if the area of
exposed waste exceeds ½ acre in size, a 6-inch layer of earthen material or other
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material as approved by the DWM will be placed over the exposed waste. This
periodic cover is intended to control vectors, fire, odors, and blowing debris.
2.7.2 Intermediate Cover
A 12 inch layer of soil cover should be placed on all waste surfaces that have not
received waste in 30 days but are below final elevation. This intermediate cover
should be seeded immediately and graded such that all precipitation run-off is
channeled to the surface water systems.
2.8 Height Monitoring
Approximately every month the facility staff will monitor landfill top and side slope
elevations with a level. When such elevations approach design grades, the final top-of-
waste grades will be staked to limit over-placement of waste.

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3.0 RECOVERY AND PROCESSING OPERATIONS
3.1 Recovery (Mining) Operations
All material from the recovery (mining) of the site is assumed as to not exceed 50 cubic
yards per day (~260 days per year) of wastes for processing. Thus, approximately 13,000
cubic yards per year (maximum) of wastes are anticipated for processing at the
proposed facility. CTD will perform the recovery operations on a limited basis to
supplement the processing and compost operations as described in Sections 3.2 and
3.3.
3.2 Wood Waste Processing Operations
3.2.1 Grinding/Chipping
Grinding and/or chipping will be conducted centrally on the site within the future
landfill footprint. The grinding/chipping operations will be conducted as needed
to facilitate the landfill recovery and incoming waste operations by contract
equipment. The facility intends to utilize a single grinder to process the collected
material. The material will be directed to the grinders as per the material size.
It is anticipated that grinding and chipping will be conducted on a periodic basis
as materials are available. Grinders and chippers pose both maintenance and
safety hazards. Therefore, please refer to the manufacturer’s safety and/or
maintenance literature prior to operating equipment on site.
3.2.2 Screening
Screening will be conducted just beyond the grinding area on the site. The
facility intends to utilize a single screening machine to process the ground
materials on a contract basis. Screening is conducted after the
grinding/chipping has been completed to provide a uniform material for
distribution to the public. The screening process removes remaining large
materials for a uniform product. The material is screened to achieve particle
sizes of 5/8" to 2". The material not passing the screen, ‘‘overs’’ (>2"), are stored
in the material storage area and re-ground or chipped for additional screening.
The finished product is stored on site in a loading area until ready for delivery.
Three (3) finished products are anticipated as follows:

• Mulch;
• Amended Mulch and Soil; and
• Compost

The process is repeated for ‘‘overs’’ until a uniform blend is achieved. During the
screening process additional non-conforming wastes may be identified. Once
identified, these wastes will be removed and placed in the stockpiles or
containers for disposal off-site. Screening machines pose both maintenance and
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safety hazards. Therefore, please refer to the manufacturer’s safety and or
maintenance literature prior to operating equipment at the site.
3.3 Compost Operations and Management
The compost operation has been proposed to allow enhanced stabilization of woody
materials and to manage yard trash materials. The compost area is considered as a
containment measure for these materials
3.3.1 Mixing & Windrow/Pile Formation
The ground products will be either separated into mulch piles or placed in
composting windrows or piles using a front end loader.

The dimensions anticipated for the triangular compost piles will be eight (8) feet
in height and have a maximum base diameter of 15 feet.
3.3.2 Active Composting
The active compost process is achieved once the compost temperatures have
gone from mesophylic temperatures (< 110 degrees Fahrenheit) to thermophylic
temperatures (> 110 degrees Fahrenheit) until it has matured (gone back down to
its original mesophylic state). During active composting, the windrows or piles
will be turned periodically to keep them from going into an anaerobic (oxygen
deprived) state. It is anticipated that the compost process will take
approximately 24 weeks (six (6) months) from start to finish.

While in the active composting phase, the facility will maintain the
windrows/piles at or above 131 degrees Fahrenheit for at least (3) days and allow
aeration to maintain elevated temperatures compliant with 15A NCAC 13B .1406.
If for some reason a windrow reaches temperatures in excess of 160 degrees
Fahrenheit the windrows will be turned and/or moisture added to reduce the
temperature to a normal operating condition.
3.3.3 Storing
The compost which has been determined to be matured finished product will be
placed in the storage area. The existing storage area has adequate space to
store compost for the continent operation although the facility intends on selling
the compost as a soil amendment. The storage piles will not exceed eight (8) feet
in height and 15 feet in width to maintain product integrity. All storage piles will
have a 25 foot horizontal separation for fire protection.

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3.3.4 Monitoring
The control parameters which will be monitored during composting are moisture
content, temperature, oxygen content, and pH balance.

Moisture content of a compost mix is important because the microorganisms
responsible for biodegradation of the waste need water to survive and grow. The
desired moisture content of the compost mix is between 40% and 60%. Moisture
will be monitored with two methods; the ‘‘squeeze’’ test in the field which will be
performed on a daily basis, and the microwave oven method which will be
performed on a weekly basis. The ‘‘squeeze’’ moisture test is done by grabbing a
handful of compost from the interior of the pile in an area that is well mixed. If
the material appears dry and crumbles after squeezing then it is to dry. If the
material retains its clumped shape after squeezing without releasing excess
water and leaves the hand damp then it is approximately between 40% and 60%
which is the desired moisture content. The microwave oven test is a more
accurate test. This method is accomplished by a few simple steps:

1. Weigh out a wet sample collected directly from a windrow.
2. Weigh the sample after it is dried in a microwave oven.
3. Find the weight of water evaporated by subtracting the wet sample weight
from the dry sample weight.
4. Finally calculate the moisture content percentage by dividing the weight
of water evaporated by the weight of the wet (original) sample and
multiplying by 100 to get a percentage.

Temperature is one of the primary measures for testing compost because the
heat produced during the process is directly related to microbial activity. After
the initial turning/mixing process, windrows will remain undisturbed for the first
three (3) to five (5) days to allow temperatures and microbial activity to increase.
Once temperatures have maintained at or above 131 degrees Fahrenheit for at
least three (3) days, the windrows will be turned. Temperature will be monitored
and recorded on a daily basis to ensure that the compost has achieved adequate
thermophylic levels while not exceeding 160 degrees Fahrenheit. Temperature
testing will be performed at one (1) and three (3) foot depths and 20 foot intervals
along both sides of all windrows.

Generally, five (5) percent oxygen concentration is considered the minimum for
sustained aerobic composting. CTD operators will ensure adequate oxygen
content in compost piles by maintaining structural porosity within the windrows.
This will be accomplished by inspecting the incoming waste after the grinding
and screening process to ensure the consistency of the compost material. If a
windrow is inspected and found to be too dense, not porous enough, it will be
‘‘fluffed’’ either by turning or combining some cured compost with the
volumetrically-reduced compost.

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As a soil amendment, the pH level of a compost product is an important factor in
determining what types of plants are suitable for any given compost. pH testing
will be performed using a soil pH test kit that employs a color coding system to
determine the pH of the compost once mixed with a solution.
3.3.5 Product Testing
Proper compost product sampling and testing is important to ensure compliance
with the applicable regulations of the North Carolina Department of
Environmental and Quality (NCDEQ) and to assure its customers they are
manufacturing a quality product. The facility will collect representative samples
and have them tested by a certified laboratory before any final compost product
is released for sale.

The facility will perform the following procedure for sampling the compost:
1. Collect samples from areas of the compost pile that are representative of the
general appearance and will avoid collecting atypically moist samples (> 60%
moisture). If the samples are suspected of being to moist after they are
collected new samples must be collected.
2. A representative compost sample will be collected from appropriate
sampling locations and consist of no less then five (5) point samples. All
samples will be taken at least 15 inches inside the windrow.
3. All samples will then be added to a sterilized five (5) gallon bucket and mixed
thoroughly for subsequent testing.

Some of the compost samples collected, according to the sampling procedure
above, will be tested and examined by the facility to ensure that the compost has
minimal pathogenic organisms, is free from offensive odor, contain no sharp
particles that would cause injury to persons handling the compost, and if
directions are provided with the compost product it shall have unrestricted
applications and distributions. All product distribution shall be in accordance
with 15 NCAC 13B.1407(d)(3) for a Type 1 facility.

The final compost product may be sold to the public if it is determined to be of
suitable quality. Before any compost product is sold or given away it will be
tested pursuant to 15 NCAC 13B.1407. The samples to be tested will be obtained
according to the sampling procedure above and processed using the following
protocol:

1. Sample will be chilled immediately following collection and preparation.
2. They will then be bagged and labeled in water tight bags/containers and
packed in a cooler with cooling packs.
3. Finally, the samples will be shipped to a approved laboratory for delivery
within 24 hours only to be accepted by the laboratory if received at or
below four (4) degrees Celsius.
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3.3.6 Final Product
Once the processing is completed to meet the specifications of this plan, on-site
storage will be necessary until the product can be delivered. The area
designated for the finished products will be accessible for both equipment
involved in the storage as well as the equipment involved in loading the finished
product off-site. The storage areas provide a buffer between processing
operations and truck loading operations to maintain a safe controlled working
environment.

Areas designated for storage will be protected against excessive runoff, soil loss
or erosion by providing surface water diversions, silt fence, applying mulch
products, or other best management practices (BMP’s). The stockpiles shall not
exceed heights beyond the limits of equipment available on-site or in such
quantities as to provide a fire hazard due to decomposition (i.e. for the mulch
product).
3.3.7 Trouble Shooting
The final product must be maintained and monitored to prevent fire potential and
to maintain an acceptable product. Typical problems and solutions have been
provided in Table 3.1. This table may be updated from time to time to include
additional information about the specific process at this site.

TABLE 3. TROUBLESHOOTING
Condition

Reason

Check

Remedy
Pile Temperature
High (>150 OF)
Insufficient Aeration Is Pile Moist? Turn Pile or Aerate
Pile is too Large Height > 8 Feet? Decrease Pile Height
Extremely High
Temperature
(>170 OF)
Spontaneous
Combustion
Low Moisture?
Burnt Smell?
Decrease Pile Size, Add
Water to Smoldering
Section, and Combine
with Other Piles

Odors in Pile Piles are too Large
Height > 8 Feet Or
Width > 20 Feet ?

Decrease Pile Size
Non-Uniform
Texture
Poor Mixing Original Raw Materials
Discernible?
Screen Product &
Improve Mixing

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3.4 Markets
The market for the proposed mulch, soil, and compost product will include the
surrounding residential and commercial development in the area. The primary
customers are assumed to be landscaping and grading companies through the remedial
development period.

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September 2015 4.0 Environmental Management Page 27
4.0 ENVIRONMENTAL MANAGEMENT
This section reviews the overall environmental management tasks required for the successful
operation of the CTD LCID Landfill.
4.1 Surface Water Control
As used herein, the definition of ‘‘surface water’’ is water which results from
precipitation or site run-on that has not contacted the waste.

Proper surface water control at the facility will accomplish the following goals:

• Minimize the potential for the discharge of pollutants to waters of the United
States, including wetlands (point or non-point sources);
• Prevent the run-on of surface water into the landfill unit(s) or the active face(s);
• Prevent the run-off of surface water that has come into contact with the waste
(i.e. leachate);
• Limit the erosion caused by surface waters;
• Limit sediments carried off-site by surface waters; and
• Maximize the SEPARATION of SURFACE water from LEACHATE.

The following is a brief discussion of some of these features and practices, focusing
more on the landfill units.
4.1.1 Surface Water Run-On Control
The perimeter berms and/or perimeter channels around the landfill unit(s) are
designed to prevent the run-on of surface water from adjacent land into the
landfill. Additional structures such as diversion berms, channels, down pipes,
etc. carry surface water away from the landfill.
4.1.2 Active Face Run-Off Control
Particular care is required to ensure that surface water coming from the active
face, e.g. having potential contact with the waste, is allowed to percolate into the
underlying waste. Only run-off from disposal surfaces that have received
adequate cover is not considered leachate and should be directed to the
stormwater drainage system where practical.
4.1.3 Erosion Control
The serviceability of the landfill relies heavily on soil berms, barrier layers, and
agricultural layers that are readily eroded by flowing water. Erosion control
provisions incorporated in the landfill include the following:

• The slope of the working face should typically be no steeper than
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practical to limit erosion of the periodic cover.
• Intermediate cover that has been exposed for more than 30 days must be
seeded immediately and repaired when erosion features are identified.
• Water collected by each drainage break is routed to stormwater drainage
channels or down pipes so that the run-off volume does not accumulate
going down the slope.
• The vegetative soil layer placed over the final cover must be seeded
immediately.

Additional erosion control measures have been established within the drainage
channels and at points of stormwater discharge. Final cover should be inspected
regularly for erosion damage and promptly repaired. Revegetation should be
performed in accordance with the requirements of the applicable erosion and
sedimentation control plan and/or the NC Erosion and Sedimentation Control
Planning and Design Manual2.
4.1.4 Sedimentation Control
Stormwater run-off from the landfill unit(s) is conveyed to one of the on-site
sediment basins and traps. These basins should be inspected regularly for
sediment build-up or erosion damage. The basins and/or traps should be
cleaned out when sediment fills the lower half of the basin.
4.2 Vector Control
Due to the nature of the waste disposed in this landfill unit, vector control is not
anticipated to be of concern. Note that the use of periodic cover will discourage animals
from nesting in the waste.
4.3 Odor Control
Due to the nature of the waste disposed in this landfill unit, odor control is not
anticipated to be of concern. However, if odor control becomes a problem, additional
measures (such as additional cover) will be implemented to ensure odor control.
4.4 Dust Control
Dust related to equipment operations and traffic on the access roads will be minimized
by strict enforcement of slow speeds across the site.

2 NC Division of Land Resources (Current Update), North Carolina Erosion and Sediment Control Planning and Design
Manual, NCDENR - Division of Land Resources - Land Quality Section, Raleigh, NC.
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5.0 QUALITY ASSURANCE AND REPORTING
5.1 Overview
This section reviews the overall quality assurance and reporting tasks required for the
site operations. The information contained herein was prepared to provide facility
personnel with methodology and reporting requirements to satisfy these requirements.
5.2 Documentation
An essential component of solid waste facilities is documentation from the time the
materials enter the site to the last cubic yard of material is disposed or delivered to the
customer. The documentation is used to improve efficiency in the process, modify
process designs, and in troubleshooting of the process. The establishment of a reliable
continuing record for proof of performance, thus justifies operational decisions,
expenditures, and recommendations. Daily operational records also provide information
useful in process adjustments required due to climatic or seasonal changes or other
recurring problems of a specific nature. Accurate records also provide the basis for
planning future expansion, planning future modifications, establishing and adjusting
operating budgets, and providing evidence of performance in compliance with regulatory
agencies.

The NC DEQ Division of Waste Management requires record keeping on the inflow and
outflow of material. Personnel from the NC DEQ Division of Waste Management will
make periodic visits to the facility. During these inspections, a review of operational and
other records may be requested.

The following are points in the process where monitoring documentation are
anticipated:

(i) Waste Screening Logs
(ii) Daily Volume Records
(iii) Employee Training Procedures and Records of Training Completed
(iv) Un-Acceptable Wastes Disposal Tickets
(v) Grinding and Chipping Logs
(vi) Laboratory Testing identifying soil or mulch properties such as density and
gradation (if performed).
(vii) Screening Logs
(viii) Finished Product Inventory identifying the quantity and type of material produced
by classification.
(ix) All Closure Information where applicable including testing, certification and
recording.
(x) Annual Report for the period of July 1 to June 30 shall be submitted to the
Division by August 1st of each year.

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FIGURES

Operations Manual
Carolina Tree Debris LCID Landfill (Permit No. 92-V)
Raleigh, North Carolina
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0 2000'4000'
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14 N. Boylan Avenue, Raleigh NC 27603
NC LIC. NO. C-0828 (ENGINEERING)
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LCID LANDFILL AND PROCESSING FACILITY
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REFERENCE:
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Appendix A
Fire Occurrence Notification Form

Operations Manual
Carolina Tree Debris Landfill (Permit No. 92-V)
Raleigh, North Carolina
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SOLID WASTE MANAGEMENT FACILITY
FIRE OCCURRENCE NOTIFICATION
NCDEQ Division of Waste Management
Solid Waste Section
Notify the Section verbally within 24 hours and submit written notification within 15 days of the occurrence.
(If additional space is needed, use back of this form.)
NAME OF FACILITY:PERMIT #
DATE AND TIME OF FIRE:@
HOW WAS THE FIRE REPORTED AND BY WHOM:
LIST ACTIONS TAKEN:
WHAT WAS THE CAUSE OF THE FIRE:
DESCRIBE AREA, TYPE, AND AMOUNT OF WASTE INVOLVED:
WHAT COULD HAVE BEEN DONE TO PREVENT THIS FIRE:
DESCRIBE PLAN OF ACTIONS TO PREVENT FUTURE INCIDENTS:
NAME:TITLE:DATE:
***********************************************************************************************************
THIS SECTION TO BE COMPLETED BY SOLID WASTE SECTION REGIONAL STAFF
DATE RECEIVED _________________________________
List any factors not listed that might have contributed to the fire or that might prevent occurrence of future fires:
___________________________________________________________________________________________________________
FOLLOW-UP REQUIRED:
NO PHONE CALL SUBMITTAL MEETING RETURN VISIT BY:____________________ (DATE)
ACTIONS TAKEN OR REQUIRED:
Revised 6/15/2016
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Appendix B
Waste Screening Form

Operations Manual
Carolina Tree Debris Landfill (Permit No. 92-V)
Raleigh, North Carolina
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Carolina Tree Debris LCID Landfill Facility

WASTE SCREENING FORM

Day / Date: Time Weighed in:
Truck Owner: Driver Name:
Truck Type: Vehicle ID / Tag No:
Weight Tare:
Waste Generator / Source:

Reason Load Inspected: Random Inspection Staff Initials
Detained at Scales Staff Initials
Detained by Operating Staff Staff Initials

Inspection Location:

Approved Waste Determination Form Present? Yes No N/A

Description of Load:

Load Accepted (signature) Date
Load Not Accepted (signature) Date

Reason Load Not Accepted (complete only if load not accepted)

Description of Suspicious Contents: Color Haz. Waste Markings
Texture
Drums Present Smell
Est. Cu. Yds. Present in Load
Est. Tons Present in Load

Wake County Emergency Management Contacted? Yes No

Company or Authority Contacted?
Hazardous Materials Present:

Hauler Notified (if waste not accepted) Phone: Time Contacted:
Other Observations:

Final Disposition
Signed Date
Waste Screening Inspector or Solid Waste Director

Attach related correspondence to this form.
File completed form in Operating Record.
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Attachment F
FEMA Maps

Permit Renewal Application
Carolina Tree Debris LCID Landfill (Permit No. 92-V)
Raleigh, North Carolina
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Attachment G
Soil and Subsurface Investigation

Permit Renewal Application
Carolina Tree Debris LCID Landfill (Permit No, 92-V)
Raleigh, North Carolina
DocuSign Envelope ID: E6370D91-1F0A-4BD5-AA8A-330649C90421

This page intentionally left blank.
DocuSign Envelope ID: E6370D91-1F0A-4BD5-AA8A-330649C90421

MEMORANDUM

Date: 7-18-2016
Updated 8/3/16
To: Stacey Smith, P.E.
Smith Gardner, Inc.
From: Madeline German, P.G.
Smith Gardner, Inc.
RE: Carolina Tree Debris Site Visit Summary

On Thursday afternoon July 14, 2016 I visited the Carolina Tree Debris site located at 1417
Old Watkins Road, Raleigh NC 27616. I met with Marvin Butler and Matthew Butler
regarding excavating several test pits in the southern portion of the site to determine if soil
could be excavated and/or used for cover, and if there was potential additional space that
could be utilized for LCID disposal above groundwater.

TEST PIT 1 (TP-1): Dug near the eastern property buffer. The soil was primarily medium
yellow orange, medium grained sandy silt with small rock fragments. No bedrock or
groundwater was observed to a depth of 15 ft below the ground surface.

TEST PIT 2 (TP-2): Attempted near the drainage feature near the southeastern portion of the
property. Rock was encountered at approximately 3.5ft below ground surface, groundwater
was not encountered. Additional test pits were not attempted in this area due to potential
water/utility lines.

TEST PIT 3 (TP-3): Planned generally in the center of the southern area, in the vicinity of the
current scalehouse. Not dug due to multiple granite outcrops in the vicinity and limited
access due to present area use

UPDATE - 8/1/2016:

On Thursday Morning August 4, 2016 I met with Thomas Butler. I walked around the area of
the property along Old Watkins road identifying rock visible at the ground surface and
several potential locations for Hand Augers (HA). Two locations in the front of the property
were hand augured to 5’ bgs with no rock or gw encountered. A third location in the
southeastern corner of the property was also HA to a depth of 5’ with no rock or water
encountered.

DocuSign Envelope ID: E6370D91-1F0A-4BD5-AA8A-330649C90421
Stacey Smith, P.E.
October 3, 2016
Page 2 of 2
In the south central portion of the site, rock was visible at groundsurface in multiple
locations. I was unable to advance two separate hand augers in this general vicinity below
1’bgs, indicating competent rock or PWR in these areas very near to ground surface.
DocuSign Envelope ID: E6370D91-1F0A-4BD5-AA8A-330649C90421
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DocuSign Envelope ID: E6370D91-1F0A-4BD5-AA8A-330649C90421
DocuSign Envelope ID: E6370D91-1F0A-4BD5-AA8A-330649C90421
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DocuSign Envelope ID: E6370D91-1F0A-4BD5-AA8A-330649C90421

Attachment H
Volume Calculations

Permit Renewal Application
Carolina Tree Debris LCID Landfill (Permit No, 92-V)
Raleigh, North Carolina

DocuSign Envelope ID: E6370D91-1F0A-4BD5-AA8A-330649C90421

This page intentionally left blank.
DocuSign Envelope ID: E6370D91-1F0A-4BD5-AA8A-330649C90421
Gross Consumed
Volume
DocuSign Envelope ID: E6370D91-1F0A-4BD5-AA8A-330649C90421
Gross Remaining
Capacity
DocuSign Envelope ID: E6370D91-1F0A-4BD5-AA8A-330649C90421
Gross 5 Year
Capacity
DocuSign Envelope ID: E6370D91-1F0A-4BD5-AA8A-330649C90421

This page intentionally left blank.
DocuSign Envelope ID: E6370D91-1F0A-4BD5-AA8A-330649C90421

Attachment I
Site Drawings

Permit Renewal Application
Carolina Tree Debris LCID Landfill (Permit No, 92-V)
Raleigh, North Carolina

DocuSign Envelope ID: E6370D91-1F0A-4BD5-AA8A-330649C90421

This page intentionally left blank.

DocuSign Envelope ID: E6370D91-1F0A-4BD5-AA8A-330649C90421
© 2010 NAVTEQ © AND © 2016 Microsoft Corporation
SITE LOCATION MAP
NOT TO SCALE
STANDARD DETAIL CALLOUT
SECTION REFERENCED
SHEET WHERE SECTION IS PRESENTED
SHEET SET REVISION NUMBER
STANDARD DETAIL LABEL AND CALLOUT
DETAIL REFERENCED
STANDARD SECTION LOCATION
CALLOUT (SHEET AND DETAIL)
STANDARD REVISION
CALLOUT (SHEET AND DETAIL)
SHEET WHERE DETAIL
IS PRESENTED
SHEET WHERE DETAIL
IS PRESENTED
DETAIL REFERENCED
CAROLINA TREE DEBRIS, INC
LCID LANDFILL & PROCESSING FACILITY
PERMIT RENEWAL APPLICATION
PERMIT NO. 92V
PERMIT DRAWINGS
OCTOBER 2016
SEAL
SEAL
Electronic files are instruments of service provided by Smith
Gardner, Inc. for the convenience of the intended recipient(s), and
no warranty is either expressed or implied.  Any reuse or
redistribution of this document in whole or part without the
written authorization of Smith Gardner, Inc., will be at the sole
risk of the recipient.  If there is a discrepancy between the
electronic files and the signed and sealed hard copies, the hard
copies shall govern.  Use of  any electronic files generated or
provided by Smith Gardner, Inc., constitutes an acceptance of
these terms and conditions.
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SMITH
14 N. Boylan Avenue, Raleigh NC 27603
NC LIC. NO. C-0828 (ENGINEERING)
919.828.0577
GARDNER+
REV.DATE DESCRIPTION
© 2016 Smith Gardner, Inc.

SITE LOCATION
Know what's below.
before you dig.Call
R
NOT FOR CONSTRUCTION
PERMIT ISSUE
SHEET NO.DRAWING NO.DRAWING TITLE REVISION NO.
1 TITLE - COVER SHEET
2 S1 EXISTING CONDITIONS
3 S2 BASE GRADING PLAN
4 S3 FINAL GRADING PLAN
5 S4 5 YEAR PHASE GRADING PLAN
6 X1 CROSS SECTIONS (SHEET 1 OF 2)
7 X2 CROSS SECTIONS (SHEET 2 OF 2)
DocuSign Envelope ID: E6370D91-1F0A-4BD5-AA8A-330649C90421
10/11/2016
100'200'0 300'NOT FOR CONSTRUCTION
PERMIT ISSUE
PROJECT TITLE:
DRAWING TITLE:
REV.DATE DESCRIPTION
DESIGNED:
DRAWN:
APPROVED:
PROJECT NO:
SCALE:
FILENAME:
PREPARED BY:
PREPARED FOR:
SHEET NUMBER:DRAWING NUMBER:
DATE:
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P
M
SEAL
SEAL
SMITHGARDNER
ENGINEERS
+
14 N. Boylan Avenue, Raleigh NC 27603
NC LIC. NO. C-0828 (ENGINEERING)
919.828.0577
Electronic files are instruments of service provided by Smith
Gardner, Inc. for the convenience of the intended recipient(s), and
no warranty is either expressed or implied.  Any reuse or
redistribution of this document in whole or part without the
written authorization of Smith Gardner, Inc., will be at the sole
risk of the recipient.  If there is a discrepancy between the
electronic files and the signed and sealed hard copies, the hard
copies shall govern.  Use of  any electronic files generated or
provided by Smith Gardner, Inc., constitutes an acceptance of
these terms and conditions.
© 2016 Smith Gardner, Inc.

CAROLINA TREE
DEBRIS, INC.

CAROLINA TREE DEBRIS, INC
LCID LANDFILL &
PROCESSING FACILITY
PERMIT NO. 92V
RENEWAL APPLICATION

EXISTING CONDITIONS

S.A.S.
J.A.L.
CAROLINA 15-2
AS SHOWN
OCT. 2016
CAPITAL-D0008
2 S1

DocuSign Envelope ID: E6370D91-1F0A-4BD5-AA8A-330649C90421
10/11/2016
100'200'0 300'NOT FOR CONSTRUCTION
PERMIT ISSUE
PROJECT TITLE:
DRAWING TITLE:
REV.DATE DESCRIPTION
DESIGNED:
DRAWN:
APPROVED:
PROJECT NO:
SCALE:
FILENAME:
PREPARED BY:
PREPARED FOR:
SHEET NUMBER:DRAWING NUMBER:
DATE:
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P
M
SEAL
SEAL
SMITHGARDNER
ENGINEERS
+
14 N. Boylan Avenue, Raleigh NC 27603
NC LIC. NO. C-0828 (ENGINEERING)
919.828.0577
Electronic files are instruments of service provided by Smith
Gardner, Inc. for the convenience of the intended recipient(s), and
no warranty is either expressed or implied.  Any reuse or
redistribution of this document in whole or part without the
written authorization of Smith Gardner, Inc., will be at the sole
risk of the recipient.  If there is a discrepancy between the
electronic files and the signed and sealed hard copies, the hard
copies shall govern.  Use of  any electronic files generated or
provided by Smith Gardner, Inc., constitutes an acceptance of
these terms and conditions.
© 2016 Smith Gardner, Inc.

CAROLINA TREE
DEBRIS, INC.

CAROLINA TREE DEBRIS, INC
LCID LANDFILL &
PROCESSING FACILITY
PERMIT NO. 92V
RENEWAL APPLICATION

BASE GRADING PLAN

S.A.S.
J.A.L.
CAROLINA 15-2
AS SHOWN
OCT. 2016
CAPITAL-D0009
3 S2

DocuSign Envelope ID: E6370D91-1F0A-4BD5-AA8A-330649C90421
10/11/2016
100'200'0 300'NOT FOR CONSTRUCTION
PERMIT ISSUE
PROJECT TITLE:
DRAWING TITLE:
REV.DATE DESCRIPTION
DESIGNED:
DRAWN:
APPROVED:
PROJECT NO:
SCALE:
FILENAME:
PREPARED BY:
PREPARED FOR:
SHEET NUMBER:DRAWING NUMBER:
DATE:
G:
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P
M
SEAL
SEAL
SMITHGARDNER
ENGINEERS
+
14 N. Boylan Avenue, Raleigh NC 27603
NC LIC. NO. C-0828 (ENGINEERING)
919.828.0577
Electronic files are instruments of service provided by Smith
Gardner, Inc. for the convenience of the intended recipient(s), and
no warranty is either expressed or implied.  Any reuse or
redistribution of this document in whole or part without the
written authorization of Smith Gardner, Inc., will be at the sole
risk of the recipient.  If there is a discrepancy between the
electronic files and the signed and sealed hard copies, the hard
copies shall govern.  Use of  any electronic files generated or
provided by Smith Gardner, Inc., constitutes an acceptance of
these terms and conditions.
© 2016 Smith Gardner, Inc.

CAROLINA TREE
DEBRIS, INC.

CAROLINA TREE DEBRIS, INC
LCID LANDFILL &
PROCESSING FACILITY
PERMIT NO. 92V
RENEWAL APPLICATION

FINAL GRADING PLAN

S.A.S.
J.A.L.
CAROLINA 15-2
AS SHOWN
OCT. 2016
CAPITAL-D0009
4 S3

DocuSign Envelope ID: E6370D91-1F0A-4BD5-AA8A-330649C90421
10/11/2016
100'200'0 300'NOT FOR CONSTRUCTION
PERMIT ISSUE
PROJECT TITLE:
DRAWING TITLE:
REV.DATE DESCRIPTION
DESIGNED:
DRAWN:
APPROVED:
PROJECT NO:
SCALE:
FILENAME:
PREPARED BY:
PREPARED FOR:
SHEET NUMBER:DRAWING NUMBER:
DATE:
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P
M
SEAL
SEAL
SMITHGARDNER
ENGINEERS
+
14 N. Boylan Avenue, Raleigh NC 27603
NC LIC. NO. C-0828 (ENGINEERING)
919.828.0577
Electronic files are instruments of service provided by Smith
Gardner, Inc. for the convenience of the intended recipient(s), and
no warranty is either expressed or implied.  Any reuse or
redistribution of this document in whole or part without the
written authorization of Smith Gardner, Inc., will be at the sole
risk of the recipient.  If there is a discrepancy between the
electronic files and the signed and sealed hard copies, the hard
copies shall govern.  Use of  any electronic files generated or
provided by Smith Gardner, Inc., constitutes an acceptance of
these terms and conditions.
© 2016 Smith Gardner, Inc.

CAROLINA TREE
DEBRIS, INC.

CAROLINA TREE DEBRIS, INC
LCID LANDFILL &
PROCESSING FACILITY
PERMIT NO. 92V
RENEWAL APPLICATION

5 YEAR PHASE
GRADING PLAN

S.A.S.
J.A.L.
CAROLINA 15-2
AS SHOWN
OCT. 2016
CAPITAL-D0009
5 S4

DocuSign Envelope ID: E6370D91-1F0A-4BD5-AA8A-330649C90421
10/11/2016
SECTION A
SECTION B
30'
20'
10'
0
100'200'0 300'
SECTION LOCATION MAP
1"= 400'
NOT FOR CONSTRUCTION
PERMIT ISSUE
PROJECT TITLE:
DRAWING TITLE:
REV.DATE DESCRIPTION
DESIGNED:
DRAWN:
APPROVED:
PROJECT NO:
SCALE:
FILENAME:
PREPARED BY:
PREPARED FOR:
SHEET NUMBER:DRAWING NUMBER:
DATE:
G:
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A
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SEAL
SEAL
SMITHGARDNER
ENGINEERS
+
14 N. Boylan Avenue, Raleigh NC 27603
NC LIC. NO. C-0828 (ENGINEERING)
919.828.0577
Electronic files are instruments of service provided by Smith
Gardner, Inc. for the convenience of the intended recipient(s), and
no warranty is either expressed or implied.  Any reuse or
redistribution of this document in whole or part without the
written authorization of Smith Gardner, Inc., will be at the sole
risk of the recipient.  If there is a discrepancy between the
electronic files and the signed and sealed hard copies, the hard
copies shall govern.  Use of  any electronic files generated or
provided by Smith Gardner, Inc., constitutes an acceptance of
these terms and conditions.
© 2016 Smith Gardner, Inc.

CAROLINA TREE
DEBRIS, INC.

CAROLINA TREE DEBRIS, INC
LCID LANDFILL &
PROCESSING FACILITY
PERMIT NO. 92V
RENEWAL APPLICATION

CROSS SECTIONS
(SHEET 1 OF 2)

S.A.S.
J.A.L.
CAROLINA 15-2
AS SHOWN
OCT. 2016
CAPITAL-D0010
6 X1

DocuSign Envelope ID: E6370D91-1F0A-4BD5-AA8A-330649C90421
10/11/2016
SECTION C
SECTION D
30'
20'
10'
0
100'200'0 300'SECTION LOCATION MAP
1"= 400'
NOT FOR CONSTRUCTION
PERMIT ISSUE
PROJECT TITLE:
DRAWING TITLE:
REV.DATE DESCRIPTION
DESIGNED:
DRAWN:
APPROVED:
PROJECT NO:
SCALE:
FILENAME:
PREPARED BY:
PREPARED FOR:
SHEET NUMBER:DRAWING NUMBER:
DATE:
G:
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1
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1
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9

A
M
SEAL
SEAL
SMITHGARDNER
ENGINEERS
+
14 N. Boylan Avenue, Raleigh NC 27603
NC LIC. NO. C-0828 (ENGINEERING)
919.828.0577
Electronic files are instruments of service provided by Smith
Gardner, Inc. for the convenience of the intended recipient(s), and
no warranty is either expressed or implied.  Any reuse or
redistribution of this document in whole or part without the
written authorization of Smith Gardner, Inc., will be at the sole
risk of the recipient.  If there is a discrepancy between the
electronic files and the signed and sealed hard copies, the hard
copies shall govern.  Use of  any electronic files generated or
provided by Smith Gardner, Inc., constitutes an acceptance of
these terms and conditions.
© 2016 Smith Gardner, Inc.

CAROLINA TREE
DEBRIS, INC.

CAROLINA TREE DEBRIS, INC
LCID LANDFILL &
PROCESSING FACILITY
PERMIT NO. 92V
RENEWAL APPLICATION

CROSS SECTIONS
(SHEET 2 OF 2)

S.A.S.
J.A.L.
CAROLINA 15-2
AS SHOWN
OCT. 2016
CAPITAL-D0010
7 X2

DocuSign Envelope ID: E6370D91-1F0A-4BD5-AA8A-330649C90421
10/11/2016