Autry LCID Renewal Package_rev 12-11-23

PERMIT
RENEWAL
APPLICATION
Autry Grading, Inc LCID
Permit No. 26M-LCID-2012
Doc Bennett Road
Hope Mills, NC 28348
Prepared by:
Anderson Engineering & Associates, P.A.
305 N. Chippewa Street
Lumberton, NC 28358
[phone]
Applicant:
Autry Grading, Inc.
5124 US Hwy 301S
Hope Mills, NC 2848
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July 2023
Revised December 2023

This document and drawings were provided by Joyce Engineering to assist with the 2022 Application for 5- Year Permit
Renewal LCID for Autry Grading, Inc. This document was revised by Anderson Engineering & Associates, P.A. to
represent the current information necessary for the 2022 Application for 5- Year Permit Renewal LCID for Autry Grading,
Inc.

Table of Contents
STATEMENT OF COMPLIANCE WITH SITE APPLICATION REQUIREMENTS iii
1. COMPLIANCE REVIEW AND GENERAL INFORMATION ............................................ 1
2. 5-YEAR PHASE OF OPERATIONS..................................................................................... 3
2.1 Current Elevations........................................................................................................
2.2 Cross-Sections.............................................................................................................. .
2.3 5-Year Phase.................................................................................................................
2.3 Final Elevations............................................................................................................
2.4 Separation to Groundwater Requirements......................................................................
3. OPERATIONS PLAN........................................................................................................... 4
3.1 Waste Volume.............................................................................................................. 4
4. COMPLIANCE HISTORY REVIEW.................................................................................... 4
4.1 Review and Approval of a LCID LF..............................................................................
4.2 Development and Design Plans and Details....................................................................
5. LOCAL GOVERNMENT APPROVALS.............................................................................. 5
Figures
Figure 1
Tables
Table 1
Table 2
Appendices
Appendix A
Appendix B
Appendix C
Appendix D
Appendix E
Appendix F
Drawings
Drawing C-000
Drawing CL-L
Drawing C-101
Drawing C-102
Drawing C-103
Drawing C-104
Drawing C-105
Drawing C-106
Site Location Map
LCID LF Capacity
LCID LF Projected Life Expectancy
Application for 5-Year Permit and Applicant Signature Pages
Local Government Approval for Zoning
Compliance Inspection Reports
Arm Mine Permit No. 26-32
Cumberland County Approval Conditions
Operations Plan
Cover Page
Legend Page
Current Conditions
5-Year Phase
Cross -Sections
Final Grading Plan
NCGO 1-Groundcover
NCGO 1-Self-Inspection
Drawing 1 of 1
Topography Survey
Drawing 1 of 3
Exist. Site Conditions
Drawing 2 of 3
Prop. Final Contours
Drawing 3 of 3
Erosion Control Details
Page / i
(Revised December 2023)

This page intentionally left blank.
Page / ii
(Revised December 2023)

STATEMENT OF COMPLIANCE WITH SITE APPLICATION REQUIREMENTS
It is our opinion that the information in this Application for 5-Year Permit Renewal for the Land
Clearing and Inert Debris (LCID) Facility, meet the requirements of Rules .0560 through .0566 of
the North Carolina Solid Waste Management Rules, 15A NCAC 13B, and the DWM/SWS
Guidance Document for LCID Permit Renewal.
Sincerely Yours,
ANDERSON ENGINEERING & ASSOCIATES, P.A.
(4n WQ'44� I
CARp''%;
Larry W. Anderson, P.E.
President ' Q.�F �'vy • _%1 ti 3
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Page / iii
(Revised December 2023)

Page / iv
(Revised December 2023)

Anderson Engineering & Assoc., P.A.
P.O. Box 1736
305 North Chippewa
Lumberton, NC 28359
Licensure No.: C-0793
December 11, 2023
NCDEQ — Divison of Waste Management
Attn: Sarah Moutos
1646 Mail Service Center
Raleigh, NC 27699-1646
Ref.: Autry Grading, Inc. LCID Landfill
Permit No. 78J-LCID-2012
Cumberland, FID 1817148
Dear Ms. Moutos,
Larry Anderson, P.E.
President
To satisfy the Conditions of Permit to Construct, this letter is proved to the Section
certifying that Phase 2 of the above -referenced LCID Landfill was constructed in
substantial compliance in accordance with approved plans.
Should you have any questions, please feel free to contact me.
Sincerely,
ANDERSON ENGINEERING & ASSOC., PA
CAq
Off'%
Larry W. erson, PE
President
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MA
National Society of
Professional Engineers-
NSPE Licensed Member
Phone: [phone] • Fax: [phone] • E-mail: [e-mail]

o, C""'- "E A"L,
1. COMPLIANCE REV"'E"i''A"' K�T -G-
INFORMATION
The following is a 5-Year Permit Renewal Application for the operation of Autry Grading, Inc.
Land Clearing and Inert Debris (LCID) Landfill on Doc Bennett Road in Hope Mills, Cumberland
County, North Carolina (Permit No. 26M-LCID-2012). The proposed use for the site includes the
continuation of LCID waste acceptance operation. The permit to operate shall expire on July 17,
2023.
Contact Information:
Name of Facility: Autry Grading, Inc. LCID Landfill
Kenneth Autry: Land Owner, Business Owner, Landfill Operator
Office: [phone]
Email: officekautry rg ading com
Robert Knowles:
Office: 910-424-3458 / Mobile: [phone]
Email: Robertkautry rg_ ading com
Address: 5124 US Hwy 301 S, Hope Mills, NC 28348
Consulting Engineer: Anderson Engineering & Associates, P.A.
Larry W. Anderson, P.E.: andersonengineeringpakgmail.com
Office: [phone]
Address: 305 N. Chippewa Street, Lumberton, NC 28358
Permit/Annual Fees:
Kenneth Autry: officenautry rg_ading.com, 910-424-3458
Mary Morgan: mrmorgan(cr�autrygrading.com, 910-424-3458
This submittal has been prepared in accordance with the requirements of the North Carolina
Administrative Code (15A NCAC 13B.0562 - .0567) and Application Guidance Form by the North
Carolina Department of Environmental Quality, Division of Waste Management — Solid Waste
Section regarding application requirements for LCID landfills. Included in the document
attachments are the following:
• Compliance Review and general information
• 5-Year Phase of Operations
• Updates to Operations Plan
• Request for Compliance History Review
• Zoning approval letter and Conditional Use Permit
Application for 5-Year Permit Renewal Anderson Engineering & Associates, P.A.
Autry Grading, Inc. LCID Landfill July 2023
Cumberland County, NC Revised December 2023
Page I 1

Autry Grading, Inc. owns and operates a sand pit under permit number 26-32, located at Doc
Bennett Road, north of Interstate 95 near the intersection of Radar Road in Hope Mills, Cumberland
County, North Carolina, as designated by Deed Book 5334 on Pages 656-659 (Figure 1). This site is
permitted for sand mining with erosion control plan approved by NCDEQ. The mining permit is
34.25 acres. The LCID landfill boundary and waste footprints are shown on Drawing CI01.
Currently, the footprint of the LCID landfill is approximately 6.54 acres. The proposed maximum
extent of the landfill is 13.08 acres. The continuing development does not impact any additional
properties. This parcel is zoned M(P) (Planned Industrial) and is approved by the Cumberland
County local government for the next 5-year phase via an approved Conditional Use Permit. This
site meets all requirements of the Cumberland County Zoning Ordinance. The Cumberland County
local government approval is in Appendix B.
In 2023, Autry Grading retained Anderson Engineering to renew the 5-Year Permit Application to
continue processing and disposing of land clearing materials such as stumps, brush, limbs, rock,
brick, and block located inside their permitted Arm Pit Mine. Autry Grading is the only entity
permitted to use this disposal site. This site is not permitted for public disposal of any kind of waste.
Application for 5-Year Permit Renewal Anderson Engineering & Associates, P.A.
Autry Grading, Inc. LCID Landfill July 2023
Cumberland County, NC Revised December 2023
Page 1 2

'k-R., PHASE OF OPER,XnONS
2, 5 Y' A[
.11 1 _.L
An individual permit is required by Rule .0563 for the construction and operation of a Land
Clearing and Inert Debris landfill when the facility is to be operated for the disposal of land clearing
waste, inert debris, untreated wood, and yard trash. Operations must be consistent and in
compliance with the local government solid waste plan as approved by the Division of Solid Waste
Management and the disposal area is greater than two acres in size. Individual permits for LCID
landfills shall be issued for not more than five years.
The application for 5-Year permit renewal requires two cross -sections of each operational areas that
show the current elevations, proposed elevations, the proposed elevation at the end of the 5-year
phase of operation and the proposed final elevations. The excavation drawing must show the
separation to groundwater and bedrock at least four feet.
Current filling operations is shown on Drawing CI01. Phase 1 has been filled and not accepting any
more waste at this time. Permanent seeding has been established and is being maintained. The
Owner reserves the right to resume filling Phase 1 at a later date. A portion of Phase 2 has been
filled with LCID waste.
The 5-year landfill development shown on Drawing C102 is based on the average of the previous five
years disposal rate at approximately 11,000 cy per year. The operator plans to fill Phase 2 to the
west end. Commencement of Phase 3 is not anticipated until the year 2028.
Cross -sections of the landfill are shown on Drawing C103. The cross -sections were prepared by
Anderson Engineering & Associates, P.A. based on the site survey conducted on May 31, 2023 and
information provided by Joyce Engineering, Inc.
The proposed final elevations are shown on Drawing C-104. This plan was originally created by
Joyce Engineering and updated during this application by Anderson Engineering & Associates, P.A.
Five test pits were excavated on the pit floor on April 6, 2011 to investigate seasonal high
groundwater elevation in the pit. Each pit was excavated to a minimum of six feet below the
surface. Each pit observed for a few hours for seepage and determined dry, i.e. no groundwater was
identified to seep in the excavated pits; therefore the seasonal high groundwater level is six feet or
more below the current ground surface elevation. From the field observations of the excavated pits,
separation to the seasonal high ground water is greater than the minimum of four feet.
Application for 5-Year Permit Renewal Anderson Engineering & Associates, P.A.
Autry Grading, Inc. LCID Landfill July 2023
Cumberland County, NC Revised December 2023
Page 1 3

It is proposed that the landfill is divided into four phases. Phase 1 and 2 are permitted and active at
this time. These areas are approximately 3.27 acres each and hold a gross volume of +/- 146,200 cy
of waste. Phase 1 is partially seeded and permanent grass has been established. Phase 2 is partially
seeded except for one acre of active use. The active area has temporary erosion control measures in
place to prevent sediment from leaving the site. There is an existing active soil access road leading
to the existing active areas of the landfill and mine. At this time no further waste will be added to
Phase 1. The Owner reserves the right to resume filling Phase 1 at a later date. Permanent seeding
has been established and erosion control measures have been put in place.
Phase 2 adjoins Phase 1 and currently holds a gross volume of +/- 69,600 cy of waste. It will
continue to be developed in a southwesterly direction. Phase 2 has a remaining life expectancy of
approximately two and one half years with an available net fill volume of +/- 65,800 cy, based on
the previous two years disposal rate of 11,000 cy per year. Phase 2 shall be covered with soil
monthly, or when the active area reaches one acre in size, whichever occurs first. All non -active
areas will have temporary seeding and temporary slope drains, swales, and diversions to carry
stormwater to the existing and proposed retention basins to prevent sediment from leaving the site.
When Phase 2 reaches capacity, permanent seeding and erosion control measures will be
established.
Phases 3 and 4 will continue north of Phase 2 and be filled in a southwesterly direction in the same
manner as Phase 2. Erosion control will continue to be ongoing with only one acre being active at a
time. The remaining life expectancy of Phase 3 and 4 landfills are approximately eight and one half
years, assuming the disposal rate of 11,000 cy per year.
During all phases of this development, the Autry Grading will maintain a minimum four -foot
separation between the seasonal high water table and the bottom of the filled areas. (Information
regarding the seasonal high water table was submitted with the original application.) As this landfill
expands, care will be taken to ensure a continued four -foot buffer between the bottom elevation of
the waste and seasonal high water table.
All slopes shall be no more than 3:1 and filled areas will be covered with at least one foot of earthen
material available on -site. No filling will take place less than 100 feet in any direction from the
property lines or within the wetlands. Erosion will be controlled in accordance with the previously
approved Erosion Control Plan. Special care will be taken to protect waters of the US including
jurisdictional wetlands on -site from any impact. Wetlands are delineated on the Current Conditions
Sheet C101. F.I.R.M. Map 3720043400J dated January 5, 2007, shows the parcel is located within
Zone X, which is outside the 0.2% annual chance flood plain. This site does contain 6.90 acres of
wetlands as shown on the plan included on Drawing C101. The southwest property is the Big Sandy
Run. All runoff within the facility boundary is directed toward specified drainage areas, where it
will be treated before being discharged. Waste shall not be disposed of in or within 50 feet of the
delineated wetlands area.
An access road has been established and is maintained around the waste boundary for all types of
vehicles including emergency and fire -fighting vehicles and equipment.
Application for 5-Year Permit Renewal Anderson Engineering & Associates, P.A.
Autry Grading, Inc. LCID Landfill July 2023
Cumberland County, NC Revised December 2023
Page 1 4

ONS _11 -1
3 OF , N'
The landfill receives waste generated from Autry Grading, Inc., site development activities. At this
time, Autry Grading, Inc. has no plans to request service for waste outside its own needs. Public
disposal of any waste is not allowed under the LCID permit. Minor changes to the 2017 permitted
Operations Plan have been made for this 5-year permit renewal application. The revised 2022
Operations Plan is included in Appendix D. The updated sections include 3.0, 4.0, and all
subsections contained within.
An estimate of the quantity of waste to be disposed in the LCID disposal area is provided in Table 1.
The estimate is based on the airspace provided by proposed base and final grades, and the current
ratio of incoming waste to the in -place volume of waste and the amount of cover soil in the fill.
Allowances of the airspace occupied by the cap were made. The estimate for airspace was
determined using AutoCAD.
1. Estimate for the total airspace in cubic yards considered to be the total volume between the
bottom grades and the top of the cap system.
2. Estimate the volume (cubic yards) occupied by the closure cap.
3. Subtract the cap volume from the total airspace volume to estimate the net airspace
available for waste disposal.
4. Assume a 9:1 waste to soil ratio.
5. Assume incoming waste to the in -place volume of waste and the amount of cover soil in the
fill.
6. Annual disposal volume is estimated at 16,000 cubic yards due to hurricane debris within
the last five years. The next five year disposal volume is expected to return to the normal
estimated volume of 11,000 cubic yards and to increase at a rate of 2% per year.
Application for 5-Year Permit Renewal Anderson Engineering & Associates, P.A.
Autry Grading, Inc. LCID Landfill July 2023
Cumberland County, NC Revised December 2023
Page 1 5

4. COMPLIANCE 111STORY'REVIEW
4.1 Revi`ew and . pp v/ o a L.CID L..
The following information is required in order to review and approve LCID landfill 5-year permit
renewal:
1. Applicant signature pages are included in Appendix A;
2. An approval letter from local government unit having zoning authority is including in
Appendix B;
3. Facility Compliance Inspection Reports are included in Appendix C;
4. Location on a County roadmap is provided in Figure 1;
5. Landfill Bottom elevation is above seasonal high water table information is provided in
Section 2.5 and Drawing C-103;
6. The facility will continue to comply with all requirements set forth under the Rule .0566 for
LCID Landfills and information in this application for 5-year permit renewal submittal.
4,,2 Dh w a rm-E', t a 'ter hex v,and D eta
The LCID Landfill development drawings provided with this report address all requirements of this
section including but not limited to property boundary, buffers, waste area footprint, roads, and base
and final grading plans. Test pit locations for investigating the seasonal high water table were
submitted with the previous 5-year plans.
Ir
IVI F N -P 13'' 1-2
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L -0 C,. � � I f
Local Government Approval was received on June 14, 2017 for the 5-year permitting renewal of this
facility. A letter from the local government stating the site meets local zoning ordinance is included
in Appendix B. As we are still in Phase 2 of the LCID, the letter submitted on June 14, 2017 is still in
effect.
Application for 5-Year Permit Renewal Anderson Engineering & Associates, P.A.
Autry Grading, Inc. LCID Landfill July 2023
Cumberland County, NC Revised December 2023
Page 1 6

FIGURES

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0 �41l Vxl
)n
\V ,J
;JL V
NN
Ij
. . . . . . . . . .
J,
TI5P,0G",HlC,,MAP,_FOR,HOPE MILLS & CEDAR
\1 57
z
S4
7
Gum
9731-F SOUTHERN PINE BLVD SCALE PROJECT No.
C RLOTTE, NC 28273 AUTRY LCID LANDFILL
FIGURE NO. 1 SJOYCE PHAONE: [phone] 1"=2000' SITE LOCATION MAP

TABLES

TABLE 1
LCID LF CAPACITY
i ANnFii I PI-IASIN(; - PRO]FCTFD CAPACITY
LCID
AREA
AIRSPACE
LINER
CAP
MONTHLY
WASTE
LCID
13
469,120
0
37,693
47,936
431,427
5-YEAR ESTIMATES (LCID)
LCID CAP SYSTEM THICKNESS (FT):
WASTE RATIO (TRUCK VOLUME TO IN -PLACE
OF WASTE AND COVER SOIL
LCID: SOIL COVER RATIO:
Autry Grading, Inc. LCID Landfill
Cumberland County, North Carolina
Joyce Engineering, Inc.
0
1:1.23
9:1
July 2017
Anderson Engineering & Associates, P.A. Revised 1211112023

TABLE 2
AUTRY GRADING LCID LANDFILL
LCID LF PROJECTED LIFE EXPECTANCY
PROJECTED WASTE
CU M M U LATIVE
PHASE
WASTE
PROJECTED
TRUCK """
IN - PLACE"'
YEAR
VOLUME (CY)
VOLUME (CY)
VOLUME (CY)
WASTE CAPACITY (CY)
2011
0
0
0
2012
0
0
0
2013
8,960
11,062
11,062
2014
7,700
9,506
20,568
2015
6,104
7,536
28,104
2016
14,630
18,062
46,166
2017
18,186
221452
68,618
2018
16,160
19,950
88,568
2019
12,558
15,503
104,070
2020
32,308
39,884
143,955
2021
9,156
11,303
155,258
2022
8,732
10,780
166,037
2023
14,454
17,843
183,881
2024
11,000
13,580
197,460
2025
11,220
13,851
211,311
2026
11,444
14,128
225,439
<<< 219,902 CY PH 2
2027
11,673
14,411
239,850
2028
11,907
14,699
254,549
2029
12,145
14,993
269,542
2030
12,388
15,293
284,835
2031
12,636
15,599
300,433
2032
12,888
157911
316,344
2033
13,146
16,229
332,573
<<< 341,084 CY PH 3
2034
13,409
16,553
349,126
2035
13,677
16,884
366,010
2036
13,951
17,222
383,232
2037
14,230
17,567
400,799
2038
14,514
17,918
418,717
LCID CAPACITY
2039
14,805
18,276
436,993
<<< 431,427 CY PH 4
2040
15,101
18,642
455,635
2041
15,403
19,015
474,649
(1) Waste Disposal (2013 - 2022) Annual Volume (CY) by Autry Grading:
(2) Estimated Annual Growth Rate (2024 - 2037): 2%
Beginning 2024, assumed annual disposal volume estimated at 11,000 CY.
(3) Waste Ratio (truck volume to in -place volume of waste and cover soil): 1:1.23
Autry Grading, Inc. LCID Landfill
Cumberland County, North Carolina
Joyce Engineering, Inc.
July 2017
Anderson Engineering & Associates, P.A. Revised December 11, 2023

APPENDICES

0 ,
APPLICATION FOR 5-YEAR PERMIT

SOLID WASTE SECTION PERMIT APPLICATION
COMPLIANCE REVIEW REQUEST
AND PERMIT FEE INVOICE REQUEST
Submit to the Field Operations Branch Head (or Compliance Officer)
DULY 2023
Review Requested by: AUTRY GRADING, INC Date Requested:
Name of Facility: AUTRY GRADING, INC
Permit Number: 26M-LCID-2012
Applicant (Owner) Name: KENNETH AUTRY
Description of Permit Request: 5-YEAR PERMIT RENEWAL
Permit Fee Action: INVOICE
Date Application Received:
Contact Name and Title:
Company: AUTRY GRADING, INC
911 Address: 5124 U.S. HWY 301 S. HOPE MILLS, NC 28348
Mailing Address: PO BOX 368
City/State/Zip: HOPE MILLS, NC 28348
Parent Company: N/A
Known Subsidiaries: N/A
Other known names business
Has operated under: N/A
Known counties of operations: CUMBERLAND COUNTY, NC
Does the applicant have a past 0 YES ❑ NO [—]UNKNOWN
Or current solid waste permit?
If yes: Facility Type: LCID Permit #: 26M-LCID-2012
Does the applicant have other ®YES ❑ NO [—]UNKNOWN
DENR permits?
If yes: Division: DLR Facility Type: Mine Permit #: 26-32
Did the permit applicant submit ❑ YES NO FX-]N/A ❑ NOT NEEDED
Financial Assurance cost estimates?
Are the cost estimates sufficient? ❑ YES ❑ NO 0 N/A
Other notes

Applicant Signature Page
Name of Facility: AUTRY GRADING, INC. LCID LE
[ certify under penalty uflaw that this document and all attachments were prepared under my
direction or supervi'naodthatthe|nfnronatkonprovdedinthdsapVUcatonkgtrue 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 inthe future and that the siting and operations ofthis solid waste management facility
will be required to comply with all such revisions or amendments.
LI
Print Name Date
es Au-�-c
~
Title Business or Organization)Name

LOCAL GOVERNMENT APPROVAL FOR ZONING

Thomas J. Lloyd,
George Hatcher,
Director
Inspector
41
Joey Lewis,
Cecil P. Combs,
Inspector
Deputy Director
Debra Johnson,
Scott Walters
Inspector
Code Enforcement
Manager Enforcement
CUMBERLAND
Gilbert Sanchez,
Inspector-
Carat NI. Post
COUNTY,)',
Office Office Processing Assistant
NORTH CAROLINA
Planning & Inspections Department
June 14, 2017
To: Joyce Engineering Inc.
2211 W. MeadOwview Rd. Suite 101
Greensboro, NC 27407
Attn: Hannu Kemppinen
Ref: Autry LICD Development, LLC / PIN: 0434-55-8407
To Whom It May Concern:
This letter is in reference to the above mentioned property located within the jurisdiction
of Cumberland County. The operation of a (LICD) Landfill on this property was
approved with conditions on August 2, 2011 per case # 11-070. A revision to the site plan
with conditions was approved on June 12, 2017. The operation of the (LICD) Landfill on
this property is in compliance with the Cumberland County Zoning Ordinance. There are
no known violations) on this property, at this time.
If you have any questions related to matter please feel free to contact me at 910-321-6654
or email me at swalters((-t)co.cumberland.nc.us.
Code Enforcement Manager
Planning & Inspections Department
130 Gillespie Street - Post Office Box 1829 - Fayetteville, worth Carolina 28302-1829 - [phone]- Fax: [phone]

APPENDIX C
COMPLIANCE INSPECTION REPORTS

Waste Management
ENVIRONMENTAL QUALITY
FACILITY COMPLIANCE INSPECTION REPORT
Division of Waste Management
Solid Waste Section
UNIT TYPE:
Lined
LCID
X
YW
Transfer
Compost
SLAS
COUNTY: Cumberland
MSWLF
PERMIT NO.: 26M-LCID-2012
Closed
HHW
White
Incin
T&P
FIRM
MSWLF
goods
FILE TYPE: COMPLIANCE
CDLF
TireT&P/
Tire
Industrial
DEMO
SDTF
Collection
Monofill
Landfill
Date of Site Inspection: February 5, 2020
FACILITY NAME AND ADDRESS:
Autry Grading LCID
Doc Bennett Road (Near Radar Rd)
Hope Mills, North Carolina 28384
GPS COORDINATES: N: 34.97592 Q W: 78 87822 °
Date of Last Inspection: November 20, 2018
FACILITY CONTACT NAME AND PHONE NUMBER:
Kenneth Autry
910-424-3458
autrygrad i ng(&c. rr. com
Robert Knowles
robertgautryarading_com
Bobby Knowles
bknowles a,autr ryg_ading com
FACILITY CONTACT ADDRESS:
5124 US Hwy 301
Hope Mills, North Carolina 28348
PARTICIPANTS:
David Powell, NC DEQ — Solid Waste Section
Andrew Hammonds, NC DEQ — Solid Waste Section
STATUS OF PERMIT:
PTO issued July 17, 2018 and expires on July 17, 2023.
PURPOSE OF SITE VISIT:
Comprehensive Inspection
STATUS OF PAST NOTED VIOLATIONS:
NA
OBSERVED VIOLATIONS:
1. 15A NCAC 13B .0566 (14) Leachate shall be properly managed on site through the use of current best
management practices.
Organic leachate was observed flowing across the road on the eastern edge of the inactive area of the landfill as well
as the interior slopes of the inactive area of the landfill. Untreated leachate should not leave the limits of the
landfill. These areas need to be repaired right away to prevent offsite migration of leachate.
Page 1 of 6

a
FACILITY COMPLIANCE INSPECTION REPORT
WasteManagement Division of Waste Management
ENVIRONMENTAL QUALITYj:KaSolid Waste Section
2. 15A NCAC 13B .0566 (4) Adequate soil cover shall be applied monthly, or when the active area reaches one
acre in size, whichever occurs first.
The exposed waste of the working face appeared to exceed one acre at the time of this inspection. Facility staff must
ensure that waste is covered as required by the above rule.
(5) 120 calendar days after completion of any phase of disposal operations, or upon revocation of a permit,
the disposal area shall be covered with a minimum of one foot of suitable soil cover sloped to allow surface
water runoff in a controlled manner. The Division may require further action in order to correct any
condition which is or may become injurious to the public health, or a nuisance to the community.
Exposed waste was observed in Phase 1 and Phase 2 at the time of this inspection. Additional soil may be
necessary in these areas to ensure compliance with the rules.
(6) Adequate erosion control measures, structures, or devices shall be utilized to prevent silt from leaving the
site and to prevent excessive on site erosion.
Erosion was observed on the side slope of the inactive area of the landfill. Areas that are eroding must be repaired
as soon as practical once they are observed by facility staff.
(7) Provisions for a ground cover sufficient to restrain erosion must be accomplished within 30 working days
or 120 calendar days upon completion of any phase of landfill development.
The phases that have been completed must be repaired, seeded and mulched to establish ground cover.
3. Permit No. 26M-LCID-2012 Attachment 3, Part 1 General Facility - 14. Excavation, grading and fill material
side slopes must not exceed a ratio of three horizontal feet to one vertical foot (3:1) unless previously
approved by the Section.
The side slope of the active working face was in excess of 3:1 at the time of this inspection.
4. 15A NCAC 13B .0563 (3) An individual permit is required, except for landfills subject to Item (5) of this
Rule, for the construction and operation of a Land Clearing and Inert Debris (LCID) landfill when: (a) The
facility is to be operated for the disposal of land clearing waste, inert debris, untreated wood, and yard trash.
Operations must be consistent and in compliance with the local government solid waste management plan as
approved by the Division of Solid Waste Management, and (b) The total disposal area is greater than two
acres in size.
Unacceptable was consisting of plastic pipe, chain link fence, plastic and what appears to be "drillers mud".
Unacceptable waste must be removed as it is observed and disposed of properly.
The item(s) listed above were observed by Section staff and require action on behalf of the facility in order to come into or maintain compliance
with the Statutes, Rules, and/or other regulatory requirements applicable to this facility. Be advised that pursuant to N.C.G.S. 130A-22, an
administrative penalty of up to $15,000 per day may be assessed for each violation of the Solid Waste Laws, Regulations, Conditions of a Permit,
or Order under Article 9 of Chapter 130A of the N.C. General Statutes. Further, the facility and/or all responsible parties may also be subject to
enforcement actions including penalties, iniunction from operation of a solid waste management facility or a solid waste collection service and any
such further relief as may be necessary to achieve compliance with the North Carolina Solid Waste Management Act and Rules.
ADDITIONAL COMMENTS
1. Facility permit issued July 17, 2018 and expires on July 17, 2023.
2. Operational plans shall be approved and followed as specified for the facility.
3. The sign at the entrance sign at the entrance to the facility was correct. The gate at the entrance was unlocked at
the time of this inspection.
4. An attendant shall be on duty at all times while the landfill is open for public use to assure compliance
with operational requirements and to prevent acceptance of unauthorized wastes.
5. Solid waste shall be restricted to the smallest area feasible and compacted as densely as practical into cells. The
working face was vertical and long at the time of this inspection.
Page 2 of 6

Waste Management
ENVIRONMENTAL QUALITY
FACILITY COMPLIANCE INSPECTION REPORT
Division of Waste Management
Solid Waste Section
6. Solid waste shall not be disposed of in water. Water was observed ponding at the toe of the vertical working
face at the time of this inspection. The area should be properly graded to allow positive drainage of water away
from the disposal area.
7. 15A NCAC 13B .0566 (9) Access roads shall be of all-weather construction and properly maintained.
Permit No. 26M-LCID-2012 Attachment 3, Part 1 General Facility - 7. Interior roadways must be of all-
weather construction and maintained in good condition. Required per the approved plan is a 25-foot gravel
access road around the entire perimeter of the landfill. The road is severely eroded and washed out along the
west and south side of the landfill and must be repaired and maintained in accordance with the rules and permit
conditions for this facility.
8. Permit No. 26M-LCID-2012 Attachment 3, Part 1 General Facility - 8. The edge of the waste footprint for
all disposal units must be identified and maintained with permanent physical markers. Edge of waste
markers must be replaced or installed. There were markers for "Cells" but not Edge of Waste.
9. If any changes to operations need to be made, please submit then to the Section for review. Permit No. 26M-
LCID-2012 Attachment 3, Part 1 General Facility - 15. Revisions to the design or operation of the facility
or changes to the facility service area must be submitted to the Section for review and approval prior to
the implementation of any changes. Revisions or changes that require modification to the permit will be
subject to the appropriate permitting fee.
10. Liquid waste cannot be accepted at this facility. Drillers mud must not be accepted in this facility
without being analyzed for contaminants and properly solidified first.
11. Remove all unacceptable waste right away.
12. Corrective measures necessary to bring the landfill into compliance and should begin right away and
should be completed within 30 days' receipt of this inspection report or a Notice of Violation may be
issued Several of these issues have been mentioned before in other inspections.
Please contact me if you have any questions or concerns regarding this inspection report.
Digitally signed by David
Powell
Y Date: 2020.02.1315:52:28
-05'00' Phone: [phone]
David Powell
Environmental Senior Specialist
Regional Representative
Sent on: 02/13/2020 X Email Hand delivery US Mail Certified No.L_I
Copies: Drew Hammonds, Eastern District Supervisor - Solid Waste Section
Page 3 of 6

FACILITY COMPLIANCE INSPECTION REPORT
Waste Management ENVIRONMENTAL DUALITY Division of Waste Management
Solid Waste Section
Unapproved waste mixed in needs to be removed.
Leachate from Phase 1 going across road. Phase one needs soil cover and slopes worked to 3:1.
Page 4 of 6

FACILITY COMPLIANCE INSPECTION REPORT
r-0- Waste Management Division of Waste Management
ENVIRONMENTAL QUALITY
Solid Waste Section
Leachate out Phase 1 going into Phase 2. Severe erosion on the slope has altered the slop from a 3:1. Working face is not
being covered with soil properly. Possible "drillers mud" off to the side.
Phase 1 waste exposed, needs soil cover.
Page 5 of 6

FACILITY COMPLIANCE INSPECTION REPORT
:> Waste Management Division of Waste Management
ENVIRONMENTAL QUALITY
Solid Waste Section
Possible "driller's mud" being dumped beside working face an allowed to run down the hill.
Backside of working face. Unapproved waste and waste not covered properly.
Page 6 of 6

a Waste Management
ENVIRONMENTAL QUALITY
FACILITY COMPLIANCE INSPECTION REPORT
Division of Waste Management
Solid Waste Section
UNIT TYPE:
Lined
LCID
X
YW
Transfer
Compost
SLAS
COUNTY: Cumberland
MSWLF
PERMIT NO.: 26M-LCID-2012
Closed
HHW
White
Incin
T&P
FIRM
MSWLF
goods
FILE TYPE: COMPLIANCE
CDLF
TireT&P�
Tire
Industrial
DEMO
SDTF
Collection
Monofill
Landfill
Date of Site Inspection: February 17, 2020
FACILITY NAME AND ADDRESS:
Autry Grading LCID
Doc Bennett Road (Near Radar Rd)
Hope Mills, North Carolina 28384
GPS COORDINATES: N: 34.97592 Q W: 78.87822
Date of Last Inspection: February 5, 2020
FACILITY CONTACT NAME AND PHONE NUMBER:
Kenneth Autry
910-424-3458
autrygradi ng@nc. rr. com
Robert Knowles
robertgautry rg ading com
Bobby Knowles
[e-mail]
FACILITY CONTACT ADDRESS:
5124 US Hwy 301
Hope Mills, North Carolina 28348
PARTICIPANTS:
David Powell, NC DEQ — Solid Waste Section
Andrew Hammonds, NC DEQ — Solid Waste Section
Robert Knowles, Autry Grading
STATUS OF PERMIT:
PTO issued July 17, 2018 and expires on July 17, 2023.
PURPOSE OF SITE VISIT:
Requested Meeting by operator Autry Grading to discuss most recent inspection
STATUS OF PAST NOTED VIOLATIONS:
15A NCAC 13B .0566 (14) - Unresolved
15A NCAC 13B .0566 (4), (5), (6) - Unresolved
Permit No. 26M-LCID-2012 Attachment 3, Part 1 General Facility —14 - Unresolved
OBSERVED VIOLATIONS:
N/A
Page 1 of 4

FACILITY COMPLIANCE INSPECTION REPORT
WasteManagemertt ENVIRONMENTAL QUALITY Division of Waste Management
N`r�-V_ Solid Waste Section
The item(s) listed above were observed by Section staff and require action on behalf of the facility in order to come into or maintain compliance
with the Statutes, Rules, and/or other regulatory requirements applicable to this facility. Be advised that pursuant to N.C.G.S. 130A-22, an
administrative penalty of up to $15,000 per day may be assessed for each violation of the Solid Waste Laws, Regulations, Conditions of a Permit,
or Order under Article 9 of Chapter 130A of the N.C. General Statutes. Further, the facility and/or all responsible parties may also be subject to
enforcement actions including penalties, injunction from operation of a solid waste management facility or a solid waste collection service and any
such further relief as may be necessary to achieve compliance with the North Carolina Solid Waste Management Act and Rules.
ADDITIONAL COMMENTS
1. Andrew Hammonds and David Powell with the section met with Robert Knowles and some of his staff to
discuss the 2/5/20 inspection and observed violations.
2. Section Staff did not inspect the waste cells during inspection but wanted to discuss a path to resolving current
violations.
3. Mr. Knowles indicated drillers mud will no longer be accepted at the site and the hauler which brought the
loads, mentioned during last inspection, was not allowed back anymore.
4. The current working face is a vertical wall of waste. Backing up to edge and dumping waste over then pushing
soil on top is not how the landfill should be constructed nor its design to operate. Keep working face below an
acre and compacting once reaches thirty days or a full one acre in size, then covering with soil and building
upon that, is correct way.
5. Future of the LCID was discussed in regards to operating according to the rules. Mr. Knowles is considering
just hauling his waste to another approved site and shutting this one down but is unsure at this point.
6. During the site visit, it appeared that some sloping and soil cover addition had occurred.
7. Andrew Hammonds stressed the importance of covering and layering waste with soil monthly or when working
face reaches one acre in size, as the rules states, but also to reduce risk of fire in the LCID in the future and to
conserve space.
8. Phase 1 needed additional soil cover, which some has been added, but needs vegetation established for long
term management and to prevent soil erosion. It is recommended a mixture of an Annual grass, Rye, and Warm
Season Perennial grasses, such as Bahia grass, be used once sloping and soil cover is completed. Be vigilant in
repairing eroded areas as they occur.
9. Corrective measures are necessary to bring the landfill into compliance and should be comDleted within
14 days' receipt of this inspection report or a Notice of Violation may be issued. David Powell will inspect
facility at that time.
Please contact me if you have any questions or concerns regarding this inspection report.
Digitally signed by David
r n Powell
Date: 2020.02.26 20:24:02
-05'00'
David Powell
Environmental Senior Specialist
Regional Representative
Phone: [phone]
Sent on: 02/26/2020 X Email Hand delivery US Mail Certified No. [ I
Copies: Drew Hammonds, Eastern District Supervisor - Solid Waste Section
Page 2 of 4

FACILITY COMPLIANCE INSPECTION REPORT
Waste Management Division of Waste Management
ENVIRONMENTAL QUALITY
N'r".0
Y
Solid Waste Section
Looking at Phase 2 from road near entrance. Soil has been added and covered this portion of the working face. Mr.
Knowles indicated the backside of working face is still open and not covered.
Page 3 of 4

FACILITY COMPLIANCE INSPECTION REPORT
Waste Management ENVIRONMENTAL QUALITY Division of Waste Management
Solid Waste Section
Looking at Phase l from road near entrance. Soil has been added and is being graded. Remember 3:1 slope and one foot
of cover and vegetation established to control erosion.
Page 4 of 4

Waste Management
ENVIRONMENTAL QUALITY
FACILITY COMPLIANCE INSPECTION REPORT
Division of Waste Management
Solid Waste Section
UNIT TYPE:
Lined
LCID
X
YW
Transfer
Compost
SLAS
COUNTY: Cumberland
MSWLF
PERMIT NO.: 26M-LCID-2012
Closed
HHW
White
Incin
T&P
FIRM
MSWLF
goods
FILE TYPE: COMPLIANCE
CDLF
TireT&P/
Tire
Industrial
DEMO
SDTF
Collection
Monofill
Landfill
Date of Site Inspection: March 16, 2020
FACILITY NAME AND ADDRESS:
Autry Grading LCID
Doc Bennett Road (Near Radar Rd)
Hope Mills, North Carolina 28384
GPS COORDINATES: N: 34.97592 ° W: 78.87822 °
Date of Last Inspection: February 17, 2020
FACILITY CONTACT NAME AND PHONE NUMBER:
Kenneth Autry
910-424-3458
[e-mail]. com
Robert Knowles
robert a,autry rg ading com
Bobby Knowles
bknowlesgautrygrading.com
FACILITY CONTACT ADDRESS:
5124 US Hwy 301
Hope Mills, North Carolina 28348
PARTICIPANTS:
David Powell, NC DEQ — Solid Waste Section
Bobby Knowles, Autry Grading
STATUS OF PERMIT:
PTO issued July 17, 2018 and expires on July 17, 2023.
PURPOSE OF SITE VISIT:
Follow Up Inspection
STATUS OF PAST NOTED VIOLATIONS:
15A NCAC 13B .0566 (14) - Resolved
15A NCAC 13B .0566 (4), (5), (6) - Resolved
Permit No. 26M-LCID-2012 Attachment 3, Part 1 General Facility —14 - Resolved
OBSERVED VIOLATIONS:
N/A
Page 1 of 4

FACILITY COMPLIANCE INSPECTION REPORT
t:r`#
Waste Management Division of Waste Management
NENVIRONMENTAL QUALITY
Solid Waste Section
The item(s) listed above were observed by Section staff and require action on behalf of the facility in order to come into or maintain compliance
with the Statutes, Rules, and/or other regulatory requirements applicable to this facility. Be advised that pursuant to N.C.G.S. 130A-22, an
administrative penalty of up to $15,000 per day may be assessed for each violation of the Solid Waste Laws, Regulations, Conditions of a Permit,
or Order under Article 9 of Chapter 130A of the N.C. General Statutes. Further, the facility and/or all responsible parties may also be subject to
enforcement actions including penalties, injunction from operation of a solid waste management facility or a solid waste collection service and any
such further relief as may be necessary to achieve compliance with the North Carolina Solid Waste Management Act and Rules.
ADDITIONAL COMMENTS
1. David Powell met with Bobby Knowles onsite to inspect corrective actions from previous inspection.
2. The current working face is covered with soil, graded and sloped correctly.
3. Cell 2 working face and Cell 1 have had soil added, been graded and sloped. Cell 1 has grass established, but
be sure perennial grasses take root and hold soil for long term soil erosion reduction. Also, the area which had
the drillers mud has been covered. Be sure unacceptable wastes are not accepted.
4. Cell 1 still had a leachate seep at EOW marker near entrance road but was not leaving. While onsite Mr.
Knowles and his crew moved additional soil around and on this area. Please monitor and repair the area as
needed. Your permit states, "Leachate must be properly managed on site using best management
practices."
5. Road has been regraded and holes fixed all the way around the LCID.
6. Moving forward it is important to cover and layer the waste with soil monthly or when working face reaches
one acre in size, as the rules states, but also to reduce risk of fire in the LCID in the future and to conserve
space.
7. After rain events, check for leachate seeps, the road for washouts, previous closed cells and working face on
open cell for erosion and proper covering/slope on all cells. Fix eroded areas with soil cover and reestablish
perennial grass cover as needed.
Please contact me if you have any questions or concerns regarding this inspection report.
Digitally signed by David
` I n Q� Powell
�wJ Y o-,,k Date: 2020.03.18 75:30:55
-04'00'
David Powell
Environmental Senior Specialist
Regional Representative
Phone: [phone]
-T �
Sent on: 03/18/2020 X Email � J Hand delivery US Mail F Certified No. LJ
Copies: Drew Hammonds, Eastern District Supervisor - Solid Waste Section
Page 2 of 4

FACILITY COMPLIANCE INSPECTION REPORT
r Waste Management Division of Waste Management
ENVIRONMENTAL QUALITY
Solid Waste Section
Cell 2 side of Closed Cell 1 grass established and sloped. Cell 2 backside covered and sloped.
EOW marker added and some leachate ponding. Mr. Knowles got his crew to add soil and cover to contain.
Leachate should be managed according to
Best Management Practices.
Page 3 of 4

FACILITY COMPLIANCE INSPECTION REPORT
Waste Management ENVIRONMENTAL QUALITY Division of Waste Management
r�o Solid Waste Section
Road has been graded and eroded areas fixed. Cell 1 seeded.
Page 4 of 4

FACILITY COMPLIANCE INSPECTION REPORT
Division of Waste Management
Solid Waste Section
UNIT TYPE:
Lined
LCID
X
YW
Transfer
Compost
SLAS
COUNTY: Cumberland
MSWLF
PERMIT NO.: 26M-LCID-2012
Closed
HHW
white
Incin
T&P
FIRM
MSWLF
I
goods
FILE TYPE: COMPLIANCE
CDLF
TireT&P/
Tire
Industrial
DEMO
SDTF
Collection
Monofill
Landfill
Date of Site Inspection: February 1, 2022
FACILITY NAME AND ADDRESS:
Autry Grading LCID
Doc Bennett Road (Near Radar Rd)
Hope Mills, North Carolina 28384
GPS COORDINATES: Lat: 34.97592
Date of Last Inspection: March 16, 2020
Long: 78.87822
FACILITY CONTACT NAME AND PHONE NUMBER
Kenneth Autry
910-424-3458
[e-mail]
Robert Knowles
robertkautrygrading corn
Bobby Knowles
bknowlesQautrygrading.com
FACILITY CONTACT ADDRESS:
5124 US Hwy 301
Hope Mills, North Carolina 28348
PARTICIPANTS:
David Powell, NC DEQ — Solid Waste Section
Robert Knowles, Autry Grading
STATUS OF PERMIT:
PTO issued July 17, 2018 and expires on July 17, 2023.
PURPOSE OF SITE VISIT:
Comprehensive Inspection
STATUS OF PAST NOTED VIOLATIONS: NA
OBSERVED VIOLATIONS: NA
The item(s) listed above were observed by Section staff and require action on behalf of the facility in order to come into or maintain compliance
with the Statutes, Rules, and/or other regulatory requirements applicable to this facility. Be advised that pursuant to N.C.G.S. 130A-22, an
administrative penalty of up to $15,000 per day may be assessed for each violation of the Solid Waste Laws, Regulations, Conditions of a Permit,
or Order under Article 9 of Chapter 130A of the N.C. General Statutes. Further, the facility and/or all responsible parties may also be subject to
enforcement actions including penalties, injunction from operation of a solid waste management facility or a solid waste collection service and any
such further relief as may be necessary to achieve compliance with the North Carolina Solid Waste Management Act and Rules.
Page 1 of 4

FACILITY COMPLIANCE INSPECTION REPORT
D_E Cl—�, Division of Waste Management
Solid Waste Section
ADDITIONAL COMMENTS
David Powell met with Bobby Knowles onsite to inspect LCID. Permit expires July, 17, 2023 and renewal
application should be submitted at least 6 months before permit expiration. It can be submitted sooner and that
is encouraged.
2. Site has a lockable gate and a sign with permit number, contact info etc. LCID is not open to the public but
still is required to have signage stating, "...that no hazardous waste or liquid waste can be received at the
facility." Please add this to current signage.
Permit, Attachment 3, Part 1, 9. Signs must be posted at the entrance to the facility that state that no
hazardous waste or liquid waste can be received at the facility; and that provide information on dumping
procedures, the hours of operation, the permit number, and other pertinent information. Traffic signs or
markers must be provided as necessary to promote an orderly traffic pattern to and from the discharge
area and to maintain efficient operating conditions.
3. The current working face is covered with soil, graded and sloped 3:1 correctly. Cover soil is staged as well.
Good job.
4. Cell 2 is where current working face is located. Cell 1 has grass established, but be sure perennial grasses
take root and hold soil for long term soil erosion reduction. Establish grass cover on older areas of the
LCID which won't receive waste for few months and also be sure they have appropriate intermediate cover.
Page 2 of 4

_1-- FACILITY COMPLIANCE INSPECTION REPORT
Q- Division of Waste Management
Solid Waste Section
5. Almost all the waste was currently covered at time of inspection. Some dimensional lumber was uncovered and
needed covering soon. These wastes are from making Trusses and are not treated wood, based on conversation
with Mr. Knowles. Sourced from Contec (Tom Hollandshed). No unapproved wastes were visible.
6. Cell 1 still had a leachate seep at EOW marker near entrance road but was not leaving. Soil had been added to
address the wet area. Please be sure leachate doesn't run off and the seep is repaired appropriately.
7. Road was in good shape despite rain recently. Good job.
Page 3 of 4

FACILITY COMPLIANCE INSPECTION REPORT
D_E QDivision of Waste Management
Solid Waste Section
Cell identification signs were visible around perimeter of cells and some traffic control markers, but additional
EOW (edge of waste) markers are needed. The cells are considerably long from one end to the other and
this will help identify each cells boundaries for Section staff and onsite operators. Mr. Knowles agreed
and will install very soon additional markers along the boundaries down the side of each cells and on
each corner of each cell. They should be visible one to the next. Suggest using tall white PVC pipe
These will be inspected next visit.
EOW signage in view, working face in rear view.
Please contact me if you have any questions or concerns regarding this inspection report.
/' pr Digitally signed by David
C. Powell
Date:2022.02.08
14:19:17-05'00'
David Powell
Environmental Senior Specialist
Regional Representative
Phone: [phone]
Sent on: 2/8/2022 X Email Hand delivery US Mail Certified No. "
Copies: Drew Hammonds, Eastern District Supervisor - Solid Waste Section
Page 4 of 4

APPENDIX D
ARM MINE PERMIT NO. 26-32

A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Land Quality Section
Tracy E. Davis, PE, CPM
Director
August 22, 2012
Mr. Larry Kenneth Autry
Autry Grading, Inc.
PO Box 368
Hope Mills, North Carolina 28348
RE: Arm Mine
Mining Permit No. 26-32
Cumberland County
Cape Fear River Basin
Dear Mr. Autry:
Beverly Eaves Perdue, Governor
Dee Freeman, Secretary
Your application for renewal and modification of the above referenced mining permit has
been approved. The modification is to increase the permitted acreage to 52.93 acres and
decrease the affected acreage to 29.2 acres, as indicated on the mine map last revised July
131 2012. This modification includes a change in excavation area and a change in reclamation
plan to allow for a 13.1 acre LCID facility onsite. The increase in permitted area is a result of
better mapping of the site, as well as the addition of existing haul/access roads and required
buffers along the creek within the permitted boundary. A copy of the renewed and modified
permit is enclosed. The new expiration date is August 22, 2022.
The conditions in the renewed and modified permit were based primarily upon the initial
application. Modifications were made as indicated by the renewal and modification requests
and as required to insure compliance with The Mining Act of 1971. 1 would like to draw your
particular attention to the following conditions where minor additions or changes were made:
Operating Condition Nos. 3B, 4B, 5, 11E, and 14 and Reclamation Condition Nos. 1, 2E, and
3.
G.S. 74-65 states that the issuance of a mining permit does not supersede or otherwise
affect or prevent the enforcement of any zoning regulation or ordinance duly adopted by an
incorporated city or county or by any agency or department of the State of North Carolina.
As a reminder, your permitted acreage at this site is 52.93 acres and the amount of land
you are allowed to disturb is 29.2 acres.
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 • Telephone [phone] / FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina 27604 • Internet: http://portal.ncdenr.org/web/Ir/land-quality
An Equal Opportunity l Affirmative Action Employer — 50% Recycled t 10% Post Consumer Paper

Mr. Autry
Page Two
Your required reclamation bond has been recalculated based on the information
provided in the renewal and modification request and supplemental information. The bond
calculation worksheet is enclosed for your review. The required reclamation bond for this site
has been found to be $118,400.00. As you currently have Surety Bonds on file with the
Department in the amounts of $104,600.00 and $36,400.00 (totaling $141 000.00), you may
wish to reduce the total amount of these Surety Bonds to $118,400.00.
Please review the renewed and modified permit and contact Ashley Rodgers, Assistant
State Mining Specialist, at [phone] should you have any questions concerning this
matter.
Sincerely,
J et S. Boyer, *PEE
t to Mining Specialist
d Quality Section
JSB/ar
Enclosures
cc: Mr. Brad Cole, PE
Ms. Shannon Deaton-WRC, w/enclosures
Mr. William Gerringer-DOL, Mine and Quarry Bureau, w/o enclosures
File

DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
!r r
For the operation of a mining activity
In accordance with the provisions of G.S. 74-46 through 68, " The Mining
Act of 1971," Mining Permit Rule 15A NCAC 5 B, and other applicable
laws, rules and regulations
Permission is hereby granted to:
Autry Grading, Inc.
Arm Mine
Cumberland County — Permit No. 26-32
for the operation of a
Sand Mine
Which shall provide that the usefulness, productivity, and scenic values of
all lands and waters affected by this mining operation will receive the
greatest practical degree of protection and restoration.
MINING PERMIT EXPIRATION DATE: August 22, 2022

Page 2
In accordance with the application for this mining permit, which is hereby approved by the
Department of Environment and Natural Resources, hereinafter referred to as the Department,
and in conformity with the approved Reclamation Plan attached to and incorporated as part of
this permit, provisions must be made for the protection of the surrounding environment and for
reclamation of the land and water affected by the permitted mining operation. This permit is
expressly conditioned upon compliance with all the requirements of the approved Reclamation
Plan. However, completed performance of the approved Reclamation Plan is a separable
obligation, secured by the bond or other security on file with the Department, and may survive
the expiration, revocation, or suspension of this permit.
This permit is not transferable by the permittee with the following exception: If another
operator succeeds to the interest of the permittee in the permitted mining operation, by virtue
of a sale, lease, assignment or otherwise, the Department may release the permittee from the
duties imposed upon him by the conditions of his permit and by the Mining Act with reference
to the permitted operation, and transfer the permit to the successor operator, provided that
both operators have complied with the requirements of the Mining Act and that the successor
operator agrees to assume the duties of the permittee with reference to reclamation of the
affected land and posts a suitable bond or other security.
In the event that the Department determines that the permittee or permittee's successor is not
complying with the Reclamation Plan or other terms and conditions of this permit, or is failing
to achieve the purposes and requirements of the Mining Act, the Department may give the
operator written notice of its intent to modify, revoke or suspend the permit, or its intent to
modify the Reclamation Plan as incorporated in the permit. The operator shall have right to a
hearing at the designated time and place on any proposed modification, revocation or
suspension by the Department. Alternatively and in addition to the above, the Department
may institute other enforcement procedures authorized by law.
Definitions
Whenever used or referred to in this permit, unless the context clearly indicates otherwise,
terms shall have the same meaning as supplied by the Mining Act, N.C.G.S. 74-49.
Modifications
October 15, 1992: This permit has been modified to change the buffer requirements along the
north, east, and south sides of the site to 20 feet and to allow the perimeter to be mined at a 2
foot horizontal to 1 foot vertical slope.
April 14, 2000: This permit has been transferred in its entirety from Crowell Construction, Inc.
to APAC-Carolina, Inc, Crowell Constructors Division.
February 22, 2002: This permit has been transferred in its entirety from APAC-Carolina, Inc.,
Crowell Constructors Division to Autry Grading, Inc. Additionally, this permit has been
renewed and modified to increase the affected acreage to 34.25 acres, as indicated on the
mine map dated November 12, 2001 and the Site Plan and Erosion & Sedimentation Control
materials submitted to the Department December 10, 2001.

Page 3
August 22, 2012: This permit has been modified to increase the permitted acreage to 52.93
acres and decrease the affected acreage to 29.2 acres, as indicated on the mine map last
revised July 13, 2012. This modification includes a change in excavation area and a change in
reclamation plan to allow for a 13.1 acre LCID facility onsite. The increase in permitted area is
a result of better mapping of the site, as well as the addition of existing haul/access roads and
required buffers along the creep within the permitted boundary.
Expiration Date
This permit shall be effective from the date of its issuance until August 22, 2022.
Conditions
This permit shall be subject to the provisions of the Mining Act, N.C.G.S. 74-46, et. seq., and to
the following conditions and limitations:
{OPERATING CONDITIONS:
A. Any wastewater processing or mine dewatering shall be in accordance with the
permitting requirements and rules promulgated by the N.C. Environmental
Management Commission.
B. Any stormwater runoff from the affected areas at the site shall be in accordance
with any applicable permit requirements and regulations promulgated by the
Environmental Management Commission. It shall be the permittee's responsibility
to contact the Division of water Quality to secure any necessary stormwater
permits or other approval documents.
2. A. Any mining process producing air contamination emissions shall be subject to the
permitting requirements and rules promulgated by the N.C. Environmental
Management Commission and enforced by the Division of Air Quality.
B. During mining operations, water trucks or other means that may be necessary shall
be utilized to prevent dust from leaving the permitted area.
3. A. Sufficient buffer (minimum 100 foot undisturbed) shall be maintained between any
affected land and any adjoining waterway or wetland to prevent sedimentation of
that waterway or wetland from erosion of the affected land and to preserve the
integrity of the natural watercourse or wetland.
B. Any mining activity affecting waters of the State, water of the U. S., or wetlands
shall be in accordance with the requirements and regulations promulgated and
enforced by the N. C. Environmental Management Commission.

Page 4
4. A. Adequate mechanical barriers including but not limited to diversions, earthen dikes,
check dams, sediment retarding structures, rip rap pits, or ditches shall be provided
in the initial stages of any land disturbance and maintained to prevent sediment
from discharging onto adjacent surface areas or into any lake, wetland or natural
watercourse in proximity to the affected land.
B. Mining activities, including the installation and maintenance of the approved
detention pond and all erosion and sedimentation control measures, shall be
conducted as indicated on the mine map last revised July 13, 2012 and the
supplemental information received February 21, 2012, May 30, 2012, and July 19,
2012.
5. All mine permit boundaries affected area boundaries (29.2 acres) shall be permanently
marked at the site on 100-foot intervals unless the line of sight allows for larger spacing
intervals.
6. The angle for graded slopes and fills shall be no greater than the angle which can be
retained by vegetative cover or other adequate erosion control measure, structure, or
device. In any event, exposed slopes or any excavated channels, the erosion of which
may cause off -site damage because of siltation, shall be planted or otherwise provided
with ground cover, devices or structures sufficient to restrain such erosion.
7. The affected land shall be graded so as to prevent collection of pools of water that are,
or likely to become, noxious or foul. Necessary structures such as drainage ditches or
conduits shall be constructed or installed when required to prevent such conditions.
8. Existing vegetation or vegetated earthen berms shall be maintained between the mine
and public thoroughfares whenever practical to screen the operation from the public.
9. Sufficient buffer (minimum 50 foot undisturbed) shall be maintained between any
excavation and any mining permit boundary or right-of-way to protect adjacent property.
10. A physical barrier consisting of a fence or earthen berm, etc., shall be maintained
around the perimeter of any highwall.
11, A. No on -site disposal of refuse or other solid waste that is generated outside of the
mining permit area shall be allowed within the boundaries of the mining permit
area unless authorization to conduct said disposal has first been obtained from
both the Division of waste Management and the Land Quality Section,
Department of Environment and Natural Resources. The method of disposal
shall be consistent with the approved reclamation plan.
B. Mining refuse defined by G.S. 74-49 (14) of The Mining Act of 1971 generated
on -site and directly associated with the mining activity may be disposed of in a
designated refuse area. All other waste products must be disposed of in a
disposal facility approved by the Division of Waste Management. No petroleum

Page 5
products, acids, solvents or their storage containers or any other material that
may be considered hazardous shall be disposed of within the permitted area.
C. For the purposes of this permit, the Division of Land Resources considers the
following materials to be "mining refuse" tin addition to those specifically listed
under G.S. 74-49 (14) of the N.C. Mining Act of 1971):
1. on -site generated land clearing debris
2. conveyor belts
3. wire cables
4. v-belts
5. steel reinforced air hoses
6. drill steel
D. If mining refuse is to be permanently disposed within the mining boundary, the
following information must be provided to and approved by the Division of Land
Resources prior to commencement of such disposal:
1. the approximate boundaries and size of the refuse disposal area;
2. a list of refuse items to be disposed;
3. verification that a minimum of 4 feet of cover will be provided over the
refuse;
4. verification that the refuse will be disposed at least 4 feet above the
seasonally high water table; and
5. verification that a permanent vegetative groundcover will be established.
E. The disposal of demolition landfill material at the site shall be in accordance with
Solid Waste Permit No. 26M-LCID, and any subsequent approved modifications
to said permit, issued by the Department of Environment and Natural Resources,
Division of Waste Management.
12. An annual Reclamation Report shall be submitted on a form supplied by the Department
by February 1 of each year until reclamation is completed and approved.
13. The operator shall notify the Department in writing of the desire to delete, modify or
otherwise change any part of the mining, reclamation, or erosion/sediment control plan
contained in the approved application for a mining permit and any approved revisions to
it. Approval to implement such changes must be obtained from the Department prior to
on -site implementation of the revisions.
14. The security, which was posted pursuant to N.C.G.S. 74-54 in the form of a $104,600.00
surety bond and a $36,400.00 surety bond (totaling $141,000.00, and of which
$118,400.00 is required for this site), is sufficient to cover the operation as indicated in
the approved application. This security must remain in force for this permit to be valid.
The total affected land shall not exceed the bonded acreage.

Page 6
15. A. Authorized representatives of the Division of Archives and History shall be
granted access to the site to determine the presence of significant archaeological
resources.
B. Pursuant to N. C. G. S. 70 Article 3, "The Unmarked Human Burial and Human
Skeletal Remains Protection Act, " should the operator or any person in his
employ encounter human skeletal remains, immediate notification shall be
provided to the county medical examiner and the chief archaeologist, North
Carolina Division of Archives and History.

Page 7
APPROVED RECLAMATION PLAN
The Mining Permit incorporates this Reclamation Plan, the performance of which is a condition
on the continuing validity of that Mining Permit. Additionally, the Reclamation Plan is a
separable obligation of the permittee, which continues beyond the terms of the Mining Permit.
The approved plan provides:
Minimum Standards As Provided By G.S. 74-53
1. The final slopes in all excavations in soil, sand, gravel and other unconsolidated
materials shall be at such an angle as to minimize the possibility of slides and be
consistent with the future use of the land.
2. Provisions for safety to persons and to adjoining property must be provided in all
excavations in rock.
3. All overburden and spoil shall be left in a configuration which is in accordance with
accepted conservation practices and which is suitable for the proposed subsequent use
of the land.
4. No small pools of water shall be allowed to collect or remain on the mined area that are,
or likely to become noxious, odious or foul.
5. The revegetation plan shall conform to accepted and recommended agronomic and
reforestation practices as established by the North Carolina Agricultural Experiment
Station and the North Carolina Forest Service.
6. Permittee shall conduct reclamation activities pursuant to the Reclamation Plan herein
incorporated. These activities shall be conducted according to the time schedule
included in the plan, which shall to the extent feasible provide reclamation simultaneous
with mining operations and in any event, provide reclamation at the earliest practicable
time after completion or termination of mining on any segment of the permit area and
shall be completed within two years after completion or termination of mining.
RECLAMATION CONDITIONS:
Provided further, and subject to the Reclamation schedule, the planned reclamation
shall be to fill 13.1 acres of mined area with demolition landfill material according to
Solid Waste Permit No. 26M-LCID, and any subsequent approvals to said permit,
sufficiently cover the landfill material, and properly regrade and satisfactorily revegetate
any remaining disturbed areas.
2. The specifications for surface gradient restoration to a surface suitable for planned
future use are as follows:

gm:
A. All the final perimeter sideslopes shall be graded to a 3 horizontal to 1 vertical or
flatter slope.
B. The processing, stockpile, and other disturbed areas neighboring the mine
excavation shall be leveled and smoothed.
C. Compacted surfaces shall be disced, subsoiled or otherwise prepared before
revegetation.
D. No contaminants shall be permanently disposed of at the mine site. On -site
disposal of waste shall be in accordance with Operating Condition 11 A through D.
E. The disposal of demolition landfill material shall be in accordance with Solid
Waste Permit No. 26M-LCID and any subsequent approvals to said permit. A
minimum of two feet of cover shall be applied prior to final revegetation and
closure of the landfill.
F. The affected land shall be graded to prevent the collection of noxious or foul
water.
3. Revegetation Plan:
After site preparation, all disturbed land areas shall be revegetated as per the
specifications approved by Carrie Mitchell, PE, and shown on the Mining Development
Construction Details (Sheet 3) last revised July 13, 2012 or per the following:
Permanent Seeding Specifications
Dates Species Rate, Lbs/Acre
February 15 —April I Kobe Lespedeza 10
Bahiagrass 50
Redtop 1
Winter rye (grain) 15
April 1 —July 31 Common Bermuda 50
August 1 — October 25 Lespedeza (unscarified) 30
German millet 40
October 25 -- February 15 Rye (grain — temporary) 120

Page 9
Soil Amendments
Lime- 2000 lbs/acre or follow recommendations from a soil test.
Fertilizer- 1000 lbs/acre 8-8-8 or 10-10-10, or follow recommendations from a
soil test.
Mulch- All seeded areas shall be mulched using small grain straw at a rate
of 2000 lbs/acre and anchored appropriately.
Whenever possible, disturbed areas should be vegetated with native warm season
grasses such as switch grass, Indian grass, bluestern and gamma grass.
In addition, the permittee shall consult with a professional wildlife biologist with the N.C.
Wildlife Resources Commission to enhance post -project wildlife habitat at the site.
4. Reclamation Plan:
Reclamation shall be conducted simultaneously with mining to the extent feasible. In
any event, reclamation shall be initiated as soon as feasible after completion or
termination of mining of any mine segment under permit. Final reclamation, including
revegetation, shall be completed within two years of completion or termination of mining.
This permit, issued to Crowell Construction, Inc. June 22, 1992, modified October 15, 1992,
transferred in its entirety to APAC-Carolina, Inc., Crowell Constructors Division April 14, 2000,
and simultaneously renewed, modified, and transferred in its entirety to Autry Grading, Inc. on
February 22, 2002 is hereby renewed and modified this 22nd day of August 2012 pursuant to
G.S. 74-52.
la
Tra E. Davis, Director
Divisi)n of Energy, Mineral, and Land Resources
By Authority of the Secretary
Of the Department of Environment and Natural Resources

APPENDIX E
CUMBERLAND COUNTY APPROVAL CONDITIONS

Roy Turner,
Chair
Cumberland County
Walter Clark,
Vice -Chair
Cumberland County
Garland C. Hostetter,
Town of Spring Lake
Harvey Cain, Jr.,
Town of Stedman
Patricia Hall,
Town of Hope Mills
Charles C. Morris,
Town of Linden
STAFF REVIEW: 08-2-11
CUMBERL.AND
COUNTY
VTV3EX3=
1111111
COUNTY of CUMBERLAND
Planning and Inspections Department
Thomas ,l. Lloyd,
Director
Cecil P. Combs,
Deputy Director
Lori Epler,
Sara E. Piland,
Cumberland County
Benny Pearce,
Town of Eastover
Donovan McLaurin,
Wade, Falcon & Godwin
PLANNING BOARD DECISION: N/A
CASE NO: 11-070 NAME OF DEVELOPMENT: AUTRY LICD DEVELOPMENT, LLC
MIA: FAYETTEVILLE M(P) SITE PLAN REVIEW
LOCATION: SOUTHWEST SIDE OF SR 2212 (DOC BENNETT ROAD) ZONING: M (P) (AOD)
NORTH OF I-95
OWNERS / DEVELOPER: AUTRY GRADING, INC
PLANNING & INSPECTIONS DEPARTMENT ACTION
® PRELIMINARY
❑ EXTENSION ❑ REVISION
® APPROVED CONDITIONALLY
❑ DENIED
PIN: 0434-55-8407-
ENGINEER OR DESIGNER: JOYCE ENGINEERING
PLANNING BOARD DECISION:
❑ PRELIMINARY
❑ EXTENSION ❑ REVISION
❑ APPROVED CONDITIONALLY
❑ DENIED
The development plat/plan you submitted to this office is conditionally approved. Your approval is subject to the following
conditions:
Permit -Related:
1. The owner/developer(s) of these lots must obtain detailed instructions on provisions of the County Zoning Ordinance and permits
required to place any structure within this development from the County Code Enforcement Section, Room 101 in the Historic
Courthouse at 130 Gillespie Street. For additional information, the developer should contact a Code Enforcement Officer.
2. The developer must provide documentation of approval of plans from the NC Department of Environment, Division of Solid
Waste Management to Code Enforcement prior to application for local permits. Note: This permit is not required if the waste is
generated solely from, and within the right-of-way of, NC Department of Transportation (NCDOT) projects
3. The developer must provide a site -specific address and tax parcel number at the time of building/zoning permit application.
4. New development where the developer will disturb or intends to disturb more than one acre of land is subject to the Post -
Construction Stormwater Management Permitting Program (Phase 11 Stormwater Management Requirements) administered by
the Division of Water Quality, North Carolina Department of Environment and Natural Resources. If one acre or more of land is
to be disturbed, prior to the issuance of any building/zoning permits for this site, a copy of the State's Post -Construction Permit
must be provided to County Code Enforcement.
5. For any new development where the developer disturbs or intends to disturb more than one acre of land, the developer must
provide the Code Enforcement Section with an approved NC Department of Environment and Natural Resources (NCDENR)
sedimentation and erosion control plan (S&E) prior to any application for permits. (Note: If any retention/detention basins are
required for state approval of this plan, then three copies of a revised plan must be submitted and approved by Planning &
Inspections prior to application for any building/zoning permits.) A copy of the NCDENR approval must be provided to Code
Enforcement at the time of application for any building/zoning permits.
6. The building final inspection cannot be accomplished until a Code Enforcement Officer inspects the site and certifies that the site
is developed in accordance with the approved plans.
7. A review of the data available to the Army Corp of Engineers indicates that jurisdictional waters are likely to be present on this
property and therefore are likely to be impacted by the proposed project. However, without an official Jurisdictional
Determination at the property, these findings cannot be confirmed.
A permit will be required for this project if construction will involve the temporary and/or permanent placement of fill in waters
of the United States including wetlands. if a permit is required, the applicant will be required to avoid and minimize impacts to
wetland/waters of the United States and may need to provide compensatory mitigation for unavoidable impacts.
8. Because the subject property is located within the Airport Overlay District, height limitations may apply to the subject property,
In the event any item, man-made or natural, is greater than 200 feet in height from sea level, the developer will be required to
Pagel of3
130 Gillespie Street — Post Office Box 1829 — Fayetteville, North Carolina 28302-1829 — [phone] — Fax: [phone]

provide a FCC Form 7460-1 to Code Enforcement at the time of permit application. This form must be acknowledged by the
FCC that the structure is not a hazard or obstruction to air traffic.
Site -Related:
9. All uses, dimensions, setbacks and other related provisions of the County Subdivision and Zoning Ordinances for the M(P)
zoning and the AOD Airport Overlay districts must be complied with, as applicable.
10. This facility is to be operated only for the disposal of land clearing waste, inert debris, untreated wood, and yard trash, and
operated in accordance with the permit approved by the Solid Waste Management of the NC Department of Environment and
Natural Resources.
11. This conditional approval is not approval of any freestanding signs. If a freestanding sign is desired, re -submittal of the site plan
is required prior to application for any freestanding sign permits. Attached signage for this development must be in accordance
with the applicable sign regulations as set forth in Article XIII of the County Zoning Ordinance and that the proper permit(s) must
be obtained prior to the installation of any permanent signs on the property. (Note: This conditional approval is not approval of
the size, shape, or location of any signs.)
12. The developer is required to the keep the ingress/egress roadway into and out of the site in a manner in which dust is kept at a
minimum.
13. The small stream standards set forth in Section 6.5-44, County Flood Damage Prevention Ordinance, shall be complied with
during construction and upon completion of development within this operation as enforced by the County Engineer's Office.
14. For any new development, an adequate drainage system must be installed by the developer in accordance with the NC
Department of Environment and Natural Resources' (NCDENR) Manual on Best Management Practices and all drainage ways
must be kept clean and free of debris. (Section 2306 D, County Subdivision Ordinance)
15. For new development, all utilities, except for 25kv or greater electrical lines, must be located underground. (Section 2306 C,
County Subdivision Ordinance)
16. The owner/developer must secure the stornwater utility structure with a four foot high fence with a lockable gate, and is required
to maintain the detention/retention basin, keeping it clear of debris and taking measures for the prevention of insect and rodent
infestation.
17. The developer must obtain a driveway permit from the NC Department of Transportation (NCDOT). A copy of the approved
driveway permit must be provided to Code Enforcement at the time of application for building/zoning permits
18. Turn lanes may be required by the NC Department of Transportation (NCDOT).
19. All lighting is required to be directed internally within this development and comply with the provisions of Section 1102 M,
Outdoor Lighting, County Zoning Ordinance.
20. The developer is required to the keep the road way into and out of the site in a manner in which dust is kept at a minimum.
21. The owner/developer is responsible and liable for maintenance and upkeep of this site, all structures, and appurtenances, to
include ensuring that the site is kept free of litter and debris, all grass areas mowed, all buffers and shrubbery kept trim and
maintained, so that the site remains in a constant state of being environmentally pleasing.
22. When the landfill ceases to be used as such, the property owner is the responsible part to ensure the site is covered, grassed and
aesthetically pleasing. In addition, the property owner is strongly encouraged to plant trees of the type(s) that do not grow to
significant heights.
Advisories:
23. The applicant is advised to consult an expert on wetlands before proceeding with any development. There may be wetlands
located in the project area that are subject to the permit requirements of Section 404 of the Clean Water Act. To avoid a violation
of federal and/or state law, it is recommended the developer contact the Office of the Army Corp of Engineers or hire an
environmental consultant to identify and delineate any wetlands in the project area prior to construction. A Section 404 permit
will be required if the applicant needs to fill wetlands and the permit must be obtained prior to any construction on this site.
24. The owner/developer is responsible for ensuring easements which may exist on the subject property are accounted for, not
encumbered and that no part of this development is violating the rights of the easement holder.
25. This conditional approval is not to be construed as all encompassing of the applicable rules, regulations, etc. which must be
complied with for any development. Other regulations, such as building, environmental, health and so forth, may govern the
specific development. The developer is the responsible party to ensure full compliance with all applicable Federal, State, and
local regulations.
26. Because the subject property is located within the Airport Overlay District, the developer is strongly encouraged to discuss their
development plans with Land Use Codes Section and/or the Fayetteville Regional Airport Director early in the planning stage to
ensure that the proposed height of any proposed structure can be found to be no obstruction or hazard to air navigation.
Paget of3
130 Gillespie Street— Post Office Box 1829 — Fayetteville, North Carolina 28302-1829 — [phone] — Fax: [phone]

27. The subject property is located within the City of Fayetteville's Municipal Influence Area (MIA) and typically sidewalks would
have been required to be constructed in this area; however, since the application is a re -use of the property in its current state and
no building construction proposed, this conditional approval is not contingent upon sidewalk construction.
If you need clarification of any conditions please contact Ed Byrne at 910-678-7609 or Patti Speicher at 910-678-7605;
otherwise contact the appropriate agency at the contact numbers below.
Contact Information (Area Code is 910 unless otherwise stated):
Subdivision/Site Plan/Plat
Code Enforcement (Permits):
County Health Department:
PWC:
Fayetteville Planning:
Corp of Engineers (wetlands):
NCDENR (E&S):
Location Services:
Site -Specific Address:
Tax Parcel Numbers:
NCDOT (driveways/curb-cuts):
N.C. Division of Water Quality:
cc: Marsha Bryant, City of Fayetteville
Ed Byrne
678-7609
Ken Sykes
321-6654
Daniel Ortiz
433-3680
Heidi Maly
223-4737
Marsha Bryant
433-1416
Crystal C. Amschler
[phone]
Sally Castle
433-3300
Ron Gonzales 678-7616
678-7549
Gary Burton 486-1496
Mike Randall [phone] ext. 545
OFFICIAL PRELIMINARY STAMP
CUMBERLAND COUNTY
CASE NO: 11-070
THIS PLAN APPROVED BY THE CUMBERLAND COUNTY PLANNING &
INSPECTION DEPARTMENT ON: 8-02-11
COMMENTS: SUBJECT TO CONDITIONS
I CERTIFY THAT THIS PLAN HAS BEEN APPROVED BY THE CUMBERLAND
COUNTY PLANNING & INSPECTIONS DEPARTMENT AS DRAWN HEREON
AND MAY BE USED FOR ANY OFFICIAL PURPOSE AS PERMITTED BY LAW.
THIS APPROVAL IS VALID UNTIL: 12-31-13
ACc q �`v GB
SUPERVISOR, LAND USE CODES
Page 3 of 3
130 Gillespie Sheet — Post Office Box 1829 — Fayetteville, North Carolina 28302-1829 — [phone] — Fax: [phone]

APPENDIX F
OPERATIONS PLAN

OPERATIONS
PLAN
Autry Grading, Inc. LCI D
Landfill
Permit No. 26M-LCID-2012
Doc Bennett Road
Hope Mills, NC 28348
JULY 2023
REVISED DECEMBER 2023

This document and associated drawings were created with the use of previous information provided by Joyce Engineering to
assist with the 2022 Application for 5-Year Permit Renewal LCID for Autry Grading, Inc. This document and drawings
were revised by Anderson Engineering c& Associates, P.A. to represent the current information necessary for the 2022
Operations Plan forAutry Grading, Inc.

TABLE OF CONTENTS
1. GENERAL.................................................................................................................... 1
1.1. Purpose.......................................................................................................................................
1.2. Facility Location & Description..................................................................................................
1.3. Contact Information...................................................................................................................
2.
LANDFILL DEVELOPMENT PLAN.................................................................................
2
2.1. Existing Conditions.....................................................................................................................
2.2. Proposed Site Development........................................................................................................
3.
GENERAL CONDITIONS...............................................................................................
3
3.1. Waste Acceptance Criteria.............................................................................................................
3.2. Service Area...................................................................................................................................
3.3. Prohibited Waste............................................................................................................................
3.4. Waste Disposal..............................................................................................................................
3.5. Erosion Control.............................................................................................................................
4.
OPERATIONAL REQUIREMENTS..................................................................................
4
4.1. Hours of Operation........................................................................................................................
4.2. Site Access & Safety.......................................................................................................................
4.3. Waste Placement............................................................................................................................
4.4. Cover Material...............................................................................................................................
4.5. Litter, Air Quality, & Dust Control................................................................................................
4.6. Fire Control Procedures.................................................................................................................
4.7. Emergency Contingency Plan.........................................................................................................
5.
CLOSURE....................................................................................................................
7
5.1. Closure Activities...........................................................................................................................
5.2. Closure Criteria..............................................................................................................................
5.3. Waste Volumes..............................................................................................................................
5.4. Closing Plan Schedule....................................................................................................................
5.5. Closure Activities...........................................................................................................................
5.6. Posting and Baiting.......................................................................................................................
5.7. Post -Closure Care Requirements....................................................................................................
5.8. Inspection Plan............................................................................................................................
10
5.9. Security........................................................................................................................................
10
5.10. Erosion and Sedimentation Control Facilities............................................................................
10
5.11. Post -Closure Land Use..............................................................................................................
10
6.
EROSION AND SEDIMENTATION CONTROL REQUIREMENTS......................................11
Forms:
FireReport.............................................................................................................................................. 1
Tables
Table 1 — LCID Capacity
Table 2 — LCID Projected Life Expectancy
Drawings
Exhibit 1 — Erosion Control Plan
5-Year Permit Renewal Drawings 2022
Operations Plan — 5 Year Renewal Anderson Engineering & Associates, P.A.
Autry Grading LCID Landfill Table of Contents Page I i
Cumberland County Revised July 2023
Revised December 2023

This page intentionally left blank.
Operations Plan — 5 Year Renewal Anderson Engineering & Associates, P.A.
Autry Grading LCID Landfill Table of Contents Page I ii
Cumberland County Revised July 2023
Revised December 2023

1 Purpose. -
This report was prepared on behalf of Autry Grading, Inc. in accordance with North Carolina Solid
Waste Management Regulations, 15A NCAC 13B, Rule .0566. Autry Grading will develop this
property as a landfill for Land Clearing and Inert Debris (LCID). The site was formerly known as
Arm Pit Mine (Mining Permit No. 26-32). The intent is to reclaim the site with land clearing and
inert debris, as shown on the plans enclosed, and to demonstrate compliance with the appropriate
application requirements.
This Operations Plan contains information pertinent to the operation of the LCID landfill. The
document will provide the Owner and Facility Operator direction to properly operate and comply
with the laws and regulations as defined in the rules. In addition, this document describes systematic
use of disposal area, operation, and orderly development during the life of the facility and closure of
the landfill. Included with this information are drawings and accompanying text, which illustrate
existing conditions, waste placement and daily operations, waste management, buffer zones, and soil
borrow procedures for the land clearing and inert debris landfill.
12 Facility Location and Description:
The Arm Pit Mine (Mining Permit No. 26-32) is owned and operated by Autry Grading, Inc. located
south of Fayetteville Regional Airport, between the airport and Interstate 95. The property access is
from Doc Bennett Road and the site boundary and disposal are shown on Drawing CIO]. In general,
surface water flow is towards the southwest, which eventually flows to Big Sandy Run Creek, a
tributary to Rockfish Creek, located to the south of the landfill property.
Presently, the footprint of the LCID Landfill is about 6.54 acres. Proposed maximum extent of the
landfill is 13.08 acres. The LCID meets the minimum buffer requirements required by siting criteria
in 15A NCAC 13B. 0564(9). The projected use after completion of the LCID landfill will be open
space.
Autry Grading owns and operates the LCID landfill. Their office is located at 5124 US Highway 301
South, in Hope Mills, NC 28348. Mr. Robert Knowles will be overseeing the operations and can be
reached at [phone]. Operating file including copies of permits, operations plan, inspections,
correspondence, and site drawings. This file will be maintained at the Autry Grading office.
--act Information:
1.3 Cont
Kenneth Autry: Land Owner, Business Owner, Landfill Operator
Office: [phone]
Email: office(a autrygrading com
Robert Knowles:
Office: [phone] / Mobile: [phone]
Email: RobertkautrY rg ading com
Address: 5124 US Hwy 301 S, Hope Mills, NC 28348
Fax: [phone]
Operations Plan — 5-Year Renewal Anderson Engineering & Associates, P.A.
Autry Grading, Inc. LCID Landfill Revised July 2023
Cumberland County, NC Revised December 2023
Page I I

k_.. ..ss� . .L. L D E . w✓ M EN T P.. .ae' A
2.1 Existing Conditions
The Arm Pit Mine is currently operating under Permit No. 26-32. The mine was originally permitted
in 1992 for the operation of sand mine. Current Conditions on Drawing CIO] show the limits of the
existing mine area, current topography, entrance and access roads, property lines and buffers, and
other site features.
2,2 Pnoposed Site Development
The LCID footprint, shown as phases, is on Drawing CIO]. The Five -Year Phase for the continuing
of the LCID area is shown on Drawing C102 and Final Grading Plan on Drawing C104. No horizontal
expansion from the sand mining area is proposed. Within the LCID disposal unit, clean wood waste
will be collected and ground for use as mulch.
A description of systematic usage of disposal area, operation, and development of the site is below:
(I SA NCAC C. 0565(a)(8)(B))
PHASE
WASTE GROSS CAPACITY GROSS CAPACITY STATUS
FOOTPRINT (CY) (TON)
(AC)
3.27 153,621 88.,332 Active
(Permitted)
3.27 96,168 55,296 FuturePhase
GROSS CAPACITY GROSS CAPACITY CROSS CAPACITY
(AC) USED REMAINING
(CY) (CY)
153,621
69,560
96,168 0
84,061 Active
96,168 Future Phase
Total 469,120 146,159 322,961
Gross Capacity is defined as the volume of the landfill calculated from the elevation of the initial waste
placement (Elevation 140) through the top of the final cover, including any periodic/monthly cover.
Operations Plan — 5-Year Renewal Anderson Engineering & Associates, P.A.
Autry Grading, Inc. LCID Landfill Revised July 2023
Cumberland County, NC Revised December 2023
Page 1 2

.1 Waste Acceptance Criteria
This facility collects stumps, limbs, leaves, yard waste, concrete, brick, block, non -treated
wood, and other wastes specifically approved by the Division of Waste Management, Solid
Waste Section. This facility shall only accept those solid wastes that it is permitted to
receive (15A NCAC 13B /0565(a)(8)(C)). The LCID waste shall be placed to a smallest area
feasible and compacted as densely as possible. The Division of Solid Waste may approve
other wastes for disposal at the LCID disposal area. Requests for approval shall be
submitted in accordance with Division policy. Inert debris waste accepted at the site shall
be placed within the permitted landfill footprint unless it is being processed for recycling or
reuse. Inert debris waste shall not be placed as beneficial fill as defined in Rule .0562 within
the site buffer areas or elsewhere on the property unless stated in the site permit.
Service3.2 e
This facility will mainly accept waste from Cumberland, Hoke, Harnett, Robeson, and Johnson
Counties. In rare circumstances, Autry Grading may acquire bids from counties, other than those
stated above, that will require the use of the LCID. Under normal operation circumstances, this
facility has an average disposal rate of 11,000 cy per year. However, during this past five year period,
due to several hurricanes and an atypical amount of disaster debris, this facility had an average
disposal rate of 16,000 cy per year. Once the disaster debris was cleaned up, the facility resumed
normal operating procedures. The continuing development does not impact any additional
properties.
No hazardous or liquid waste is accepted. The landfill will not accept barrels and drums, other waste
specifically banned from landfill disposal by rule or statute, such as appliances, household garbage,
construction & demolition debris, lead acid batteries, whole tires, used oil, or aluminum cans. The
disposal of any material other than land clearing waste, inert debris, untreated wood, and yard trash
is strictly prohibited. Autry Grading, Inc. will notify the Division within 24 hours of attempted
disposal of any prohibited waste.
Waste accepted by the facility will not be disposed of in water. The burning of solid waste is also
strictly prohibited. Leachate shall be contained and managed on -site (.0566(12)). The facility will
manage any leachate on the site through the use of best management practices.
Within 120 calendar days after completion of any phase of disposal operations, the disposal area shall
be covered with a minimum of one foot of suitable soil sloped to allow surface water runoff in a
controlled manner.
3.5 Erosion Control
The erosion and sedimentation control plan submitted for this site was approved by NCDENR,
Division of Land Resources, Land Quality Section by the Arm Pit Mining Permit Modification
submitted February 22, 2002 and again August 22, 2012 (See Exhibit 1). Adequate erosion control
Operations Plan — 5-Year Renewal Anderson Engineering & Associates, P.A.
Autry Grading, Inc. LCID Landfill Revised July 2023
Cumberland County, NC Revised December 2023
Page 1 3

measures, structures, or devices shall be utilized to prevent silt from leaving the site and to prevent
excessive on -site erosion. Surface water shall be diverted from the working face and shall not be
impounded over waste. Ground cover shall be utilized to restrain erosion. All exposed areas shall be
covered within 7 calendar days after ceasing land disturbing activity. After the permanent cessation
of construction activities, any areas with temporary ground stabilization shall be converted to
permanent ground stabilization as soon as practicable but in no case longer than 90 calendar days
after the last land disturbing activity. Temporary ground stabilization shall be maintained in a
manner to render the surface stable against accelerated erosion until permanent stabilization is
achieved.
Operations Plan — 5-Year Renewal Anderson Engineering & Associates, P.A.
Autry Grading, Inc. LCID Landfill Revised July 2023
Cumberland County, NC Revised December 2023
Page 1 4

4
e _lam_ .' g 1 . fi _71" . . a,... ,..�#.,. , . ' �a,nw U E _.S, �F f L T
4.1 Hours of Operation
The hours of operation are Monday through Friday. Open hours fluctuate based on the waste stream
or other conditions. The LCID will be closed on major holidays. This site does not allow public
access. When the facility is open, a representative from Autry Grading shall be present on site to
ensure the facility operates in compliance with all operational requirements and to prevent
unauthorized disposal of wastes. An entrance sign identifies the facility, permit number, and
emergency contact information. After hours emergencies shall be directed to Kenneth Autry at (910)
424-3458.
4.2 Site '&moo Accessa 2 +Y .?..%f Safety
Access to the site is controlled through a locked gate entrance, which prevents access after operating
hours. A sign is located at the facility entrance indicating the contact name and number for
emergencies, address, and permit number. This facility only serves Autry Grading and is limited to
deliveries by employees only. No other individual, company, or entity shall be allowed to dispose of
waste on the site. An attendant shall be on -site during operational hours to ensure that this rule is
followed and to route drivers to the appropriate disposal area. All on -site roads shall be maintained
for use in all weather conditions.
Autry Grading shall train in-house personnel for operations and maintenance of the facility. The
disposal area boundaries are delineated with stationary markers affixed to the ground. The markers
are of a height and spacing so that they are distinguishable from the surrounding landscape, and so
that the adjacent markers are visible when standing at a marker. (15A NCAC 13B.0201(g)).
4.3 Waste Placement
The landfill shall have four phases. Permitted waste shall be off-loaded in the active area, densely
placed and compacted. The waste shall be as close as possible to the working face, then pushed to the
desired area and compacted with a dozer. The length of the daily working face shall be maintained in
order to provide adequate space for vehicles to maneuver. Each phase shall be filled before continuing
to the next phase. Required soil cover shall be applied over the waste monthly or when the active
area reaches one acre in size, whichever occurs first. Cover soils to operate and close the landfill shall
be supplied on site from the permitted Arm Pit Mine.
The landfill shall store dedicated equipment to handle the waste. Equipment may include a trackhoe,
dozer, front-end loader, and pull behind pan for spreading the daily cover soil.
Erosion and sedimentation control measures shall be installed and maintained throughout the
operation of the facility.
The concentration of explosive gases generated by the facility shall not exceed:
(a) Twenty-five percent of the lower explosive limit for the gases in the facility structures.
(b) The lower explosive limit for the gases at the property boundary. The Division may
require quarterly monitoring of explosive gases if it is necessary to determine compliance
with this Item. If the Division requires monitoring, the Division shall provide written
notice of the requirement to the owner or operator.
Operations Plan — 5-Year Renewal Anderson Engineering & Associates, P.A.
Autry Grading, Inc. LCID Landfill Revised July 2023
Cumberland County, NC Revised December 2023
Page 1 5

On or before August 1 of each year, Autry Grading will report to the Solid Waste Section the amount
of waste received at this facility and disposed of in the landfill. Data will be transmitted on forms
prescribed by the Section at the website below: https://www.deg.nc.gov/about/divisions/waste-
management/solid-waste-section/solid-waste-permitted-facility-information-and-guidance/annual-
reportin -Ig ocal-government-and-solid-waste-facility-reporting. The report will include the following:
• The reporting period shall be for the previous year beginning July 1 and ending June 30.
• The amount of waste received and landfilled in cubic yards, compiled monthly by origin and by
specific waste type; and
• The completed report shall be forwarded to the Regional Waste Management Specialist.
4,4 Cover Material
Areas that will not have additional wastes placed on them for three months or more, but where final
termination of disposal operation has not occurred, shall be covered with no less than one foot of soil
cover sloped to direct the flow of surface water from the landfill, and stabilized with vegetative
ground cover or other stabilizing material. The Division may require further action to correct any
condition that the Division determines may be injurious to the public health, or a nuisance to the
community. (Rule .0566(4))
Phase 1 is still considered active as it has not reached the final grade. Autry Grading shall continue
to add waste to Phase 1 and Phase 2 until they reach an elevation of 176 feet as shown on the Final
Grading Plan (Sheet C 104). At that time, they shall maintain intermediate cover until Top Cap has
been added. Autry Grading will close out Phase 1 and Phase 2 concurrently.
Adequate soil cover shall be applied monthly, or when the active area reaches one acre in size,
whichever occurs first by Section .0566 (4). Compaction is achieved by passing heavy equipment
over the soil at least 2 to 3 times. The waste may be covered more frequently if necessary. The
disposal area shall be covered with a minimum of one foot of suitable soil cover sloped to allow any
surface water to run off in a controlled manner. Further action may be required in order to correct
any condition which is or may become injurious to the human health or nuisance to the community.
When the landfill will be inactive for at least 120 days, additional cover material shall be placed to
provide a minimum of 12 inches of intermediate cover over the waste.
Upon completion of each phase of development, vegetative ground cover shall be established within
120 calendar days. Surface water runoff shall be diverted away from the working face without
impounding water over waste. Adequate erosion control measures, such as a combination of
drainage ditches, diversion berms, vegetative cover, sediment traps, and basins, shall be utilized to
prevent silt from leaving the site and prevent on -site erosion. Construction, design, and maintenance
of sediment and erosion control features shall be in accordance with applicable sections of the "North
Carolina Erosion and Sedimentation Control Planning and Design Manual". Drainage shall be
directed to ditches that either exist now or will be constructed and convey the flow to sediment
control features. Erosion Control measures were satisfied with the landfill during initial site
permitting.
4,5 Litter, ra, Air a a,,4� and D�,.6i t Conl ml
Blowing litter shall be controlled by compaction of the waste at the working face. Temporary fences
and/or dikes may be constructed to contain windblown material during operations. Landfill
personnel shall pick up windblown litter as necessary in and around the active landfill area. Open
Operations Plan — 5-Year Renewal Anderson Engineering & Associates, P.A.
Autry Grading, Inc. LCID Landfill Revised July 2023
Cumberland County, NC Revised December 2023
Page 1 6

burning of waste, including yard waste and brush, is prohibited. Dusty road surfaces shall be
sprayed with water from a water truck as needed during windy or dry weather.
Incoming loads of waste are observed by the site operator for evidence of flames, smoke, or the odor
of burning material. If evidence of fire exists, the landfill operator shall evaluate the situation to
determine the best way to extinguish the fire. Small fires can be controlled using fire extinguishers or
soil located on -site. If necessary, the local fire department shall be called to handle the fire. Fires that
occur at the landfill shall be reported verbally to the Division within 24 hours and in writing within
15 days. The standard fire report form is available online and can be filled in and submitted from the
following web link: https://edocs.deq.nc.gov/Forms/swfirenotification.
If a fire occurs at the waste disposal area, the operator calls Autry Grading, Inc. office to report the
size of the fire. When possible, the landfill operator shall utilize the bulldozer on the site to separate
the waste/debris from the path of the fire or cover the fire with on -site soil to smother the fire. Once
the fire is segregated, the site operator shall evaluate the situation and determine if additional
assistance is necessary from the fire department.
Fire extinguishers are located on each piece of equipment on -site and equipment operators are trained
in their use. Fire extinguishers shall be used for small fires. A stockpile of soil is maintained near the
working face for use in extinguishing surface fires. The fire department shall be notified in the case
of fires too large for fire extinguishers or soil. In the event the fire requires large volumes of water
over an extended period of time, a ladder truck will be dispatched to flood the fire with large amounts
of water from an elevated height. Water contained in the sedimentation pond can serve as emergency
reservoirs to aid local firefighters in the extinguishing of fires.
4.7 Emergency Contingentcy Plan
Immediate action shall be taken upon the discovery of any dangerous or imminent threats to human
health or the environment (i.e. on -site accident/injury, release of contaminants to the environment,
unauthorized dumping or inclement weather). Unusual or extreme maintenance needs due to natural
disasters or vandalism shall be addressed on a case -by -case basis. Routine quarterly inspections shall
be conducted throughout the lifetime of the LCID.
Operations Plan — 5-Year Renewal
Autry Grading, Inc. LCID Landfill
Cumberland County, NC
Anderson Engineering & Associates, P.A.
Revised July 2023
Revised December 2023
Page 1 7

51 Closure Activities
Closure of this disposal area shall occur in accordance with the North Carolina Solid Waste
Management Rules (15A NCAC 13B .0560)
5.2.1 Cap Design
The disposal area shall be covered with a minimum of 12 inches suitable soil cover, sloped to
allow any surface water to run off in a controlled manner, within 120 days of the last disposal
operation. Vegetative ground cover must be established within 30 working days upon
completion of any phases. Proposed final grading contours are provided on Drawing C104.
Final contours have been designed with post -settlement surface slopes of at least five percent
on top of the cell. The following components are proposed in the cap from bottom to top:
a. Compacted Soil Layer — A layer of suitable soil, at least 12 inches thick and compacted
in place, shall be placed over the waste.
b. Vegetation — If site conditions warrant it, topsoil shall be placed as needed prior to
seeding the area. Seeding shall follow the "North Carolina Erosion and Sedimentation
Control Planning and Design Manual", and recommendations from local agricultural
specialists. Mulch and erosion matting shall be used as needed to control erosion and
promote vegetative growth. Areas found to be sparsely covered shall be revegetated.
5.2.2 Cap Settlement and Stability
Non -uniform settlement of the closure can be expected over the entire landfill area. The
primary mechanism of settlement is waste consolidation due to decomposition of the land
filled material. Long-term settlement is typically 5 to 15 percent over 20 to 30 years; however,
settlement of about 5 percent can be expected in the first few months following waste
placement. A significant amount of waste consolidation will likely have occurred by the time
each portion of the landfill is closed.
After cap portions are completed, monthly inspections of the final cover shall be conducted to
look for areas of the cap that might have experienced displacement (ponding, deep cracks, soil
creep, etc.). All problem areas shall be repaired immediately.
5.2.3 Drainage and Erosion
A combination of drainage ditches, diversion berms, vegetative cover, sediment traps and
basins shall control drainage and erosion. Construction, design, and maintenance of
sediment and erosion control features shall be in accordance with applicable sections of the
"North Carolina Erosion and Sedimentation Control Planning and Design Manual".
Drainage will be directed to perimeter ditches that either exist now or will be constructed.
These ditches will receive runoff from the final cap, conveying the flow to sediment control
features.
An estimate of the quantity of waste to be disposed of is provided in Table 2. The calculation is based
on the airspace provided by proposed base and final grades, and assumptions regarding the density of
Operations Plan — 5-Year Renewal Anderson Engineering & Associates, P.A.
Autry Grading, Inc. LCID Landfill Revised July 2023
Cumberland County, NC Revised December 2023
Page 1 8

waste and the amount of cover soil in the fill. Allowances for the airspace occupied by the cap are
included. The estimate was determined using the following steps:
1. Estimate the total airspace in cubic yards using Softdesk Civil/Survey software. The total
airspace includes the total volume between the bottom grades (Elevation 140) and the top of
the cap system (Elevation 178).
2. Estimate the volume (cubic yards) occupied by the closure cap.
3. Subtract the cap volume from the total airspace volume to estimate the net airspace available
for waste disposal.
4. Assume a 9:1 waste to soil ratio.
5. Assumed ratio of incoming waste to the in -place volume of waste and the amount of cover
soil in the fill.
6. Annual disposal volume from the past five years is estimated at 16,000 cubic yards.
Beginning July 2023, annual disposal volume estimates shall return to normal at 11,000 cubic
yards with an increase at a rate of 2% per year.
9 J -„"�3 "f"' ! ff'g G 4
3 R 3 & � a v3 x .� a � �o .i o _ P '
The LCID has a projected remaining operating life of approximately 16 years (See Table 2). However,
the landfill is designed to operate in phases so that it can be closed incrementally as final contours are
reached in various phases. Prior to beginning closure of any portion of the facility, Autry Grading,
Inc. shall notify the Division that a Notice of Intent to close the facility has been initiated and placed
in the operating record.
Post -closure activities shall be scheduled and implemented at the landfill in accordance with 15A
NCAC 13B .0567 and the closure and post -closure plans incorporated into the permit in accordance
with Rule .0565(d) of this section. The owner or operator shall notify the Division no less than 90
days prior to the expected closure of each phase.
1) The owner or operator of the site shall begin closure activities no later than 30 days after the
final receipt of wastes. Closure activities shall include the following:
a) Covering the disposal area with no less than one foot of soil cover sloped to direct the
flow of surface water from the landfill;
b) Stabilizing the soil cover with vegetative ground cover or other stabilizing material;
c) Any closure activities included in the closure and post -closure plan incorporated into the
permit.
2) The owner or operator shall complete the closure activities within 120 days after the
beginning the closure activities as specified in Subparagraph (1) of this paragraph.
3) Within 30 days of completion of closure of the site, the owner or operator shall submit to the
Division a certification verifying that closure has been completed in accordance with this
Rule. If required by G.S. 89C, the certification shall be completed by a licensed professional
engineer.
4) When a site has been closed in accordance with this Rule, the permit is terminated. Any
future solid waste management or disposal at the site shall require a new permit.
Operations Plan — 5-Year Renewal Anderson Engineering & Associates, P.A.
Autry Grading, Inc. LCID Landfill Revised July 2023
Cumberland County, NC Revised December 2023
Page 1 9

The owner or operator shall complete the following closure activities to close the site:
1) Ensure that all LCID materials have been properly disposed of or removed from the site.
2) Provide at least one foot of soil cover at the disposal site, and provide positive drainage.
3) Ensure that the soil cover is stabilized with vegetative ground cover according to the approved
vegetation plan.
At least one sign shall remain posted at the entrance to the facility reporting of the facility closing. A
notice shall remain posted at the entrance prohibiting the further acceptance of waste materials. The
site shall be secured through the use of gates with locks, fencing, and/or natural barriers. Security
will be inspected and maintained throughout the post -closure period. If necessary, the site will be
baited for rodent and vector control before the final closure has begun.
1) Following closure of the site, the owner or operator shall conduct post -closure care in
accordance with the closure and post closure care plan incorporated into the permit and the
following requirements:
a) Maintenance of the cap system, including making repairs to the cover to correct the
effects of settlement, subsidence, erosion, or other events, and preventing surface water
run-on and run-off from eroding or otherwise damaging the cap system.
b) Maintenance of the vegetative cover of the cap, and ensuring that trees and other woody
vegetation do not become established on the cap;
c) Maintenance of vehicle and fire -fighting lanes to allow access to the entire waste
boundary of the site;
d) Groundwater, surface water, and explosive gas monitoring in accordance with the closure
and post -closure care plan, if required by the Division.
e) Maintenance of the operating record by the owner or operator. The operating record
shall be made available to the Division for inspection upon request during post -closure
care period; and
f) Any additional actions that the Division may request in writing if the Division determines
that the actions are necessary to correct any condition that may be injurious to the public
health or a nuisance to the community. In making this determination, the Division shall
consider the compliance history of the site, the circumstances and use of properties
adjacent to the site, the use of groundwater and surface water down gradient of the site,
and any groundwater, surface water, and explosive gas monitoring results.
2) Property lines shall not be altered to result in reduction of the buffer areas set forth in Rule
.0564(6) or stated in the site permit.
3) The buffer areas set forth in Rule .0564(6) or stated in the site permit shall not be developed or
utilized for residential, commercial, industrial, or institutional purposes, including above-
ground or below -ground construction or improvements such as utilities, roads, parking lots,
and sidewalks.
4) Post -closure care shall be conducted for 10 years.
Operations Plan — 5-Year Renewal Anderson Engineering & Associates, P.A.
Autry Grading, Inc. LCID Landfill Revised July 2023
Cumberland County, NC Revised December 2023
Page 1 10

C, S Py.,.
,I inspection
Routine inspections shall be conducted throughout the post -closure care period. These inspections
shall be carried out quarterly unless problems are detected that indicate more frequent visits are
warranted. Potential impacts to the public and environment shall be considered in determining the
inspection frequency.
s`H s;a}`} do-"® �y � c yi
Access to the site will be controlled by the use of barriers and gates at the entrance. These control
devices shall be maintained throughout the post -closure care period, and inspected as part of the
monthly inspection program. All barriers and gates shall be clearly marked with signs stating the
name and nature of the facility and the person to contact in case of emergency or breach of security.
, }r,r a - see "ti n 8 L 3 a 7 . 5, � .,.,� :; � ,l„ , Y 4 ',,..�u ,,:...i3 ,,., a � � e .. t -i. +•1-h . a h 5 v -' .4 �„3 r 9 a,... A..t � . <. 3 . ";
Stormwater management features proposed in the Erosion and Sedimentation Control Plan are
designed to function throughout the post -closure care period. Drainage ditches and sediment control
features shall be inspected and maintained as needed to control surface water runoff and erosion.
The primary land use for the site after closure of the landfill will be open dormant green space.
Limited passive recreational uses may be proposed at a later time.
Operations Plan — 5-Year Renewal Anderson Engineering & Associates, P.A.
Autry Grading, Inc. LCID Landfill Revised July 2023
Cumberland County, NC Revised December 2023
Page 1 11

REQUIREMENTS
Existing erosion and sediment controls have been designed in accordance with all applicable
requirements, as well as, all future structures. As required, the facility will be operated in a manner,
which will not cause a discharge of pollutants into waters of the United States, including wetlands,
that violates any requirements of the Clean Water Act, including, but not limited to, the National
Pollutant Discharge Elimination System (NPDES) requirements, pursuant to Section 402. The
facility shall not cause the discharge of nonpoint source of pollution to waters of the United States,
including wetlands, that violates any requirement of an area -wide or State-wide water quality
management plan that has been approved under Section 208 or 319 of the Clean Water Act, as
amended.
Surface water shall be diverted from the operational area and shall not be impounded over or in
waste. Drainage structures and embankment slopes shall be regularly inspected for erosion, and
maintained with re -seeding, fertilizer, and other means, as necessary, to promote a healthy stand of
vegetation. Vegetation on these slopes shall be mowed at least once a year.
Operations Plan — 5-Year Renewal Anderson Engineering & Associates, P.A.
Autry Grading, Inc. LCID Landfill Revised July 2023
Cumberland County, NC Revised December 2023
Page 1 12

FORMS

Facility Fire Occurrence Notification
Division of Waste Management (DWM) - Solid Waste Section
Dep»rirt ent nt ! n 'rnnrt+enl51 quality
This form is used for solid waste management• '• the Divisionof . g
ement
(DWM) Solid Waste Section a written notification of a fire at a solid waste management facility. Verbal
notification is required within 24 hours of the fire. This form must be submitted to DWM within 15 days of the
County:* (?) %e Permit/Site ID:* (?) ®a
Facility Name:*
Date of Fret* Time of Fret* AM v
Reporting Method:* How was the fire initially reported to DWM?
Who reported the fire to Provide the name of the person w ho gave 24-hour notice to DWM:
DWM?*
Title/Affiliation:* Provide the title or site affiliation of the person w ho gave 24-hour notice to DWM:
DWM Staff Notified:* Provide the name of the DWM staff person that w as given 24-hour notice:
Location:* Where at the facility did the fire occur?
Type(s) of Waste:* What type(s) of waste caught fire?
Amount of Waste:* Estimate the amount of w aste that w as burning: Units: * (_ tons
;_. cu yds
Size of Fire:* Estimate the size of the area that w as burning: Units * '") acres
sq ft
Cause of Fret* What w as the cause of the fire?
Actions Taken:* List the actions taken to put out the fire and minimize damage:
Could fire have been What could have been done to prevent this fire?
prevented?*
Plan for Prevention:* Describe the plan of action to prevent future incidents:
Name:* Provide the name of the person submitting this form:
Title/Affillation: * Provide the title or site affiliation of the person submitting this form:
Phone: * Email:
Date:* Date Wii be captured on form submission

EROSION CONTROL DRAWINGS

�N
O��?' ,.c•.nr CAPSIA- OR
aZ
W c
OU YAl Ci
USr ACRES Si
ITE
s �
04 °4
v
1110FlTH
Exit o-a
VICINITY MAP
NOT TO SCALE
SOUNDING 0 1 FT
ELEV: 108.27
EDGE OF WATER
ELEV: 109.62
GROUND SHOT
TOP OF BANK
rELEV., 110.30
ELEV: 110.36
1
GROUND SHOT
(ELEV: 110.41
1
TOP OF BANK
ELEV: 110.12
CL SOUNDING 0 1.8 FT
EDGE OF WATER
ELEV: 109.44
ELEV: 107.48
SOUNDING 0 1 FT
ELEV: 108.26
GROUND SHOT
ELEV: 109.75
TOP OF BANK
ELEV: 109.54
EDGE OF WATER
jELEV: 109.40
_SOUNDING 0 1 FT
ELEV: 108.26
SOUNDING 0 2 FT�
ELEV: 107.26
CL SOUNDING 0 3.2 FT1
ELEV: 106.01 T
SOUNDING FT f /
ELEV:: 10 105.94 J GROUND SHOT
SOUNDING 0 1 FT-ELEV: 109.36
ELEV: 108.27
GROUND SHOT
EDGE OF WATER ~ELEV: 109.87
ELEV: 109.38
EDGE OF WATER
GROUND SHOT ELEV: 107.41
ELEV: 108.94% SOUNDING 0 1 FT
TOP OF BANK ELEV: 106.22
ELEV: 108.92��� SOUNDING 0 2 FT
ELEV: 105.21
CL SOUND 0 3.1 FT
*_ELEV: 104.09
SOUNDING 0 2 FT
ELEV: 105.16
EDGE OF WATER GROUND SHOT
ELEV: 107.50 ELEV: 109.36
TOP OF BANK
ELEV: 109.45
�0
GROUND SHOT
,,,'-ELEV: 108.34
TOP OF BANK
• ELEV: 107.94
/ EDGE OF WATER
ELEV: 106.94
SOUNDING 0 1 FT
ELEV: 105.67 EDGE OF WATER
CL SOUNDING 0 3 FT -ELEV: 106.93
ELEV: 103.68 TOP OF BANK
SOUNDING 0 1.3 FT ELEV: 106.09
ELEV: 105.36
3) NO NCGS MONUMENT WITHIN 2000' OF SITE,
YIN NU: U434-DO-0a /
4) LINES NOT SURVEYED ARE SHOWN AS DASHED UNES FROM
INFORMATION REFERENCED ON THE FACE OF THIS MAP.
5) NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY
ZONING. M(P)
THIS SURVEY.
50' FRONT
6) THIS SURVEY WAS DONE WITHOUT BENEFIT OF A TITLE
30' SIDE
SEARCH AND IS BASED ON REFERENCED INFORMATION
SHOWN HERE ON, OTHER DOCUMENTS OF RECORD MAY
20' REAR
EXIST WHICH COULD AFFECT THIS PROPERTY. NO
RESPONSIBILITY IS ASSUMED BY THIS SURVEYOR FOR
REFERENCES:
ANY CONDITIONS WHICH MAY PRESENTLY EXIST BUT
ARE UNKNOWN OR REFERENCED HERE ON, SUCH AS
DB 5334, PG 656
\,1111t1ff/// ////
BUT NOT LIMITED TO HAZARDOUS WASTE MATERIALS,
\\\\ CAR
"• O�//���
EASEMENTS, CEMETERIES, AND FLOOD AREAS.
1, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS
FROM AN ACTUAL GPS SURVEY
����Q�N
p .•FESS% ••:
2`",:�0
7) LOCATIONS OF ALL UNDERGROUND UTILITIES LYING
WITHIN THIS MAPPED AREA MAY NOT BE SHOWN ON
E LEGEND:
cr.�,
SURVEY WAS ESTABLISHED
UNDER MY SUPERVISION, THIS GPS SURVEY WAS PERFORMED
;a
THIS PLAN. DEVELOPERS OR CONTRACTORS SHOULD
LV ECM -EXISTING CONCRETE MONUMENT
I, SEAN R. SEEVER, CERTIFY THAT THIS CLASS 'C"
TO C-211 FGCC SPECIFICATIONS RTK GPS WITH VRS FIELD
OBTAINED
AL
"7
NOT ONLY MAKE SUBSURFACE INVESTIGATIONS BUT
ALSO ALLOW FOR CONTINGENCIES WHICH
- - - PROPERTY LINE
- - - - RIGHT-OF-WAY
TOPOGRAPHIC MAP WAS DRAWN FROM AN ACTUAL SURVEY
PERFORMED UNDER MY DIRECT SUPERVISION AND THAT IT
PROCEDURES WERE USED. THE COORDINATES WERE
THROUGH A GRID TO GROUND ADJUSTMENT USING THE
f
SHOULD
MIGHT ARISE BY REASON OF ENCOUNTERING
MAJOR CONTOUR (SURVEYED)
MEETS OR EXCEEDS THE NORTH CAROUNA ADMINISTRATIVE
COMBINED SCALE FACTOR SHOWN HEREON. THIS SURVEY WAS
i�en :� SURN�.-'��
UNRECORDED LINES OR OF LINES BEING IN DIFFERENT
------------- MINOR CONTOUR (SURVEYED)
CODE 21.56.1605 AND 21.56.1605. WITNESS MY HAND AND
SEAL THIS 24 DAY OF MARL! , A.D., 2011.
PERFORMED ON MARCH 21, 2011 USING TWO TRIMBLE 5700
RECEIVERS.
i/ \t
//I/�N •(t �SE"\\\��
LOCATIONS THAN INDICATED ON THIS SURVEY.
8) THIS PROPERTY DOES NOT LIE WITHIN A FLOOD ZONE
3720043400J OF THE FLOOD
- - MAJOR CONTOUR (UDAR)
nn11111111111\\\
/^
ACCORDING TO MAP #
2007.
INSURANCE RATE, DATED Y 5,
PROVIDED CLIENT
MINOR CONTOUR (LIDAR)
LINE
___ ,� w_J%/J
""T�`"' `^
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INFORMATION
9) EOXSTI GR SITE CONDITIONS D AWINGBDATED 11/12/01.
BE�iTREE
__
PROFESSIONAL LAND SURVEYOR - L-4571
PROFESSIONAL LAND SURVEYOR - L-4571
V
GROUND SHOT
ELEV: 107.98
TOP OF BANK
ELEV: 107.85
EDGE OF WATER
ELEV: 106.38
SOUNDING 0 1 FT
- -ELEV: 105.14
CL SOUNDING 0 2.2 FT,J
ELEV: 104.08
SOUNDING 0 1 FT
ELEV: 105.26
EDGE OF WATER
ELEV: 106.41
TOP OF BANK
ELEV: 108.24
GROUND SHOT
ELEV: 108.27
tie
4° GRAPHIC SCALE
( IN FEET )
I inch = 120 ft
409 Chicago Dave-.Sui4e I12
FareHe�tle. Norkh Carolina 28306
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ARMPIT
BORROW PIT
TOPOGRAPHY
SURVEY
TAX ID# 0434-55-8407
DOC BENNETT ROAD
CEDAR CREEK TOWNSHIP
NEAR CITY OF FAYETTEVILLE
CUMBERLAND COUNTY
NORTH CAROLINA
CLIENT
AUTRY GRADING
PO Box 368
Hope Mills, North Carolina 28348
Phone: [phone]
PROJECT INFORMATION
DRAWING SCALE
HORIZONTAL: 1 "=120'
DATE SURVEYED
MARCH 23, 2011
SHEET NUMBER
1
OF 1

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EXISTING SEDIMENT TRAP— �- — — — —
W\ —EXIST. DIVERSION 013'CH
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\ \ \ Ih1 .98CL\ of \ M"L£,ZO.55S AAt £,Z0.99S M"9L,01.99S \
M.6t�bbE9S 50' BUFFER
LFSrELIQ
PROPERTY BOUNDARY
EXISTING CONTOURS (SEE NOTES) - - - - - - - - - -
EXISTING CONTOURS BASED ON
FIELD MEASUREMENTS 11/i/O1;
- BUFFER LIMITS —
TES:
EXISTING CONTOURS.TAKEN FROM USGS QUADRANGLE "HOPE MILLS, _NC",19BG
... .. - AND MELD MEASUREMENTS TAKEN ON NOVEMBER 1, 2001.
SURVEY AND PROPERTY BOUNDARY INFORMATION PROVIDED BY
GODWIN-JORDAN & ASSOCIATES, P.A., 9/26/83,
No. DATE REVISION BY
. _ - - SREEf TITLE J41
1"=100'
EXISITNG SITE CONDITIONS
U
11 G. 01
1
PROJECT U
ARM PIT MINE C E wr s
O'`°060 CAR@ BPB "00
e �ssln°�
ESP ASSOCIATES P.A. 0770 PJh1 EX.DWG
engineertng.surlieying.placnning AUTRY GRADING INC.
Post Office Bo 2
10916 Sovtum k0op Bovtevaa&i NC 28309-2408
N
pin&Wne. Nc 26134 (704) Se8-4048 m�ae®4p ee `AGy�o° -Fayetteville, C 30
— 6,*fit [phone] t or s_ser
.

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I " 1 �J57'3_8153^f= / 50' BUFFER
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?76.71' j \ \ \ / N57'31'17E
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1 \
RIP RAP APRON
SILT FENCE
L - - - ------------ \ - - --
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M:89:Zk£4S _ 50'IBUFFER
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Rti6 t� -MMU IA X ; P.A.
enginee7-b?W*su7'ueyinge p tanning
10916 S6Lthe Loop B-16MIrd
pi—ille, NC R11184 [phone]
,9B'9£L
M.t£,ZO.SSS
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CONSTRUCTION
ENTRANCE
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LEGEND
PROPERTY BOUNDARY
EXISTING CONTOURS (SEE NOTES) - - - - - - - - - ----
PROPOSED FINAL CONTOURS
BUFFER LIMITS -
CONSTRUCTION ENTRANCE CE
SEDIMENT BASIN O
SILT FENCE
"V" DITCH
NOTES:
EXISTING CONTOURS TAKEN FROM USGS QUADRANGLE "HOPE MILLS, NC", 1956
-ALJD FI€LD_MEASURWENISj TAKEN, ON NOVEMBER 1, 2001. .._
-.
SURVEY AND PROPERTY BOUNDARY INFORMATION PROVIDED BY
GODWIN-JORDAN & ASSOCIATES, P.A., 9/26/83.
REFERENCE EROSION CONTROL DETAILS SHEET FOR CONSTRUCTION AND DESIGN
DETAILS OF EROSION & SEDIMENTATION CONTROL DEVICES,
NO.
DATE
REVISION
BY
PROJECT O
SHEET TITLE
PROPOSED FINAL CONTOURS
PJ41
SCALE
"=1Do
DATE
PROJECT
111z01
DRAWN BY
�.�•°°°"'°°^°°..
GAi2(JA
ARM PIT MINE
WRS
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PJhiGR.DWG
170
APAC-CAROLINA, INC.
P.O. BOX 53645
FAYETTEVILLE, NC 28305
1
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SEEDING NO. 1P FOR: STEEP
SLOPES OR POOR SOILS; LOW
SEEDING MIXTURE
SPECIES I RATE (LB/ACRE)
TALL FESCUE TOO
SERIGEA LESPEDEZA 30
KOBE LESPEDEZA 10
SEEDING N07M
1. IN EASTERN PIEDMONT ADD 25 LB/ACRE PENSACOLA BAHIAGRASS OR 10 LB/ACRE
COMMON BERMUDAGRASS. USE COMMON BERMUDAGRASS ONLY WHERE IT IS
UNLIKELY TO BECOME A PEST.
2. AFTER AUG. 15 USE UNSCARIFIED SERIGEA SEED.
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND SUBSTITUTE 40
LB/ACRE BAHIAGRASS OR 15 LB/ACRE BEAMUDA(GRASS.
4. TO EXTEND SPRING SEEDING DATES INTO JUNE, ADD 15 LB/ACRE HULLED
BERMUDAGRASS. HOWEVER, IT IS PREFERABLE TO SEED TEMPORARY COVER AND SEED
FESCUE IN SEPT.
NURSE PLANTS
BETWEEN MAY 1 AND AUG. 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE
SUNDANGRASS. PRIOR TO MAY 1 OR AFTER AUG.. 15 ADD 40 LB/ACRE RYE (GRAIN).
SEEDING DATES .. -_.,..
BEST POSSIBLE
FALL: AUG. 25 - SEPT. 15 - - AUG. 20 - OCT. 25
LATE WINTER: FEB. 15 - MAR. 21 FEB. 1 - APR. 15
FALL IS BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVERSEEDING OF
KOBE LESPEDEZIA OVER FALL -SEEDED TALL FESCUE IS VERY EFFECTIVE. USE UNHULLED
BERMUDAGRASS SEED IN FALL
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4,000 LB/ACRE
GROUND AGRICULTURAL LIMESTONE AND 1,000 LS/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 41060-500 LB/ACRE GRAIN STRAW; OR EQUIVALENT COVER OF ANOTHER
SUITABLE MULCHING MATERIAL. ANCHOR MULCH BY TACKING WITH ASPHALT, ROVING,
OR NETTING. NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP SLOPES.
MAINTIMANGE
REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE
MOWED ONCE OR TWICE A YEAR, BUT MOWING IS NOT NECESSARY. RESEED,
FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY,
1REFER TO APPENDIX 8.02 FOR BOTANICAL NAMES.
The angle for graded
elapse and fills shall be no greater than the angle
which can be retained by vegetative cover or other
adequate erosion control devices or structures.
In any event, Slopes left exposed shall, within 30
working days of completion of any phase of grading,
be planted or otherwise provided with ground cover,
devices, or structures sufficient to restrain erosion.
iGYP,TaSlAYp..GDA£R - Whenever land disturbing activity Is
undsrtdk6h on a tract comprising more than one care,
If more than one contiguous acre Is uncovered, be
planted or otherwise provide within 30 working days
on that portion of the tract upon which further
active construction is not being undertaken, provided
that this subsection (C) shall not apply to cleared
land forming the basin of a reservoir later to be
nundated.
CONSTRUCTION SBQUENGE
1. Clear and grub only those areas necessary for installation of the erosion control
moossures.
2. Install sediment basin, slit fence, slit ditches, etc. Install a stoke In the sediment
baeih indicating the 4' sediment height mark and a 2.0' mark for half -full. Basin to
be cleaned out when it fills to the hdlfway mark.
3. Grave site according to approved construction documents.
4. Grass or otherwise stabilize all areas as they are brought to finol grades.
5. Contractor to diligently mdihtaln all erosion control devices throughout construction.
6. Contractor to Inspect basin after each ralnfdli and repair, clean out, maintain as needed.
7. Contractor to leave all erosion control devices In place at the conclusion of his contract.
Contractor Is to clean out, repair and gross stabilize all denuded areas.
8. It Is the contractors responsibility to contain sediment on -site. Additional erosion control
measures may be required by the Engineer.
9. All erosion control measures to be in accordance with the North Carolina Erosion and
Sediment Control Planning and Design Requirements and Land Development Stondords,
1. All graded elapse must be needed and mulched within 30 days of
completion of grading. All remaining area. are to be seeded and
mulched within 120 days.
2. Additional measures to control erosion and sediment may be required
during construction.
3. Any land -disturbing activity > 5 acres requires compliance with all
conditions of the General Permit to Discharge Storrs Water Under
the Notional Pollutant Discharge Elimination System (Permit No.
NCGOIOeW). Any permit noncompliance Is a violation of the Clean Wolter
Act and may require enforcement action by the North Carolina Department
of Environment and Natural Resources. (For questions contact
Mooresville Reglonal Office Water Quality Staff at 704-663-1699.
ESP ASASTOCUTES P.A.
engzneeriny.surueying.pfannting
P09fS South- Laep Bovdevard
PEneviUe, NC 28134 [phone]
/--Nroc TI-VORPLATE
WELDED TO CMP RISER REMOVABLE TRASH RAC( IS OPTIONAL
FOR EASE IN MAINTENANCE.
H RACK
SECTION A -A I' FREEBOARD NOTE:
EARTHEN EMBANKMENT TO BE STABILIZED
TOP OF DAM IMMEDIATELY FOLLOWING CONSTRUCTION.
DESIGN HIGH-WATER REFERENCE SEEDING SPECIFICATIONS ON
SPILLWAY CREST THIS SHEET,
A ANTI -VORTEX PLATE
1' MIN. TRASH RACK
1.2 2
RISER 11 11
A CMP PERFORATED RISER
SEDIMENT CLEAN OUT ELEV.
Ifs WASHED RIPRAP APRON
} s N STONE FILTER
CLEAN OUT DISCHARGE PIPE
ti STAKE
BOTTOM OF BASIN \
•. .: .•.�
`ANTI -SEEP COLLARS
CONC. ANCHOR 3.25'x3.25'
S
SEDIMENT BASIN NOTES
1. Exact basin locations and bottom elevatfuona to be field set
to maximum efflency.
2. Shape of basins may be modified to fit terrain - volumes
shall hold.
DATA BLOCK
SEDIMENT RISER BARREL BARREL BARREL D S Y H Z
BASIN DIA. DIA, SLOPE LENGTH
SS-1 48' 36" 0.02 R/ft 55' 2.0' 5.5' S.0' SJY 4.0'
RISER TYPE SEDIMENT BASIN
VARIABLE AS DIRECTED BY THE ENGINEER
GENERAL NOTES, 1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND
SHALL HAVE A MINIMUM OF 8 LANE WIRES WITH 12' STAY SPACING.
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN
FOR A PERIOD OF MORE THAN 30 DAYS.
3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE
SELF -FASTENER ANGLE STEEL TYPE.
4, WOOD POSTS SHALL BE 6 TO 7 FEET IN HEIGHT AND 3 TO 4
INCHES IN DIAMETER. WIRE FABRIC SHALL BE FASTENED TO
WOODEN POST WITH NOT LESS THAN /9 WIRE STAPLES 1-1/2' LONG.
5. WASHED STONE SHALL BE USED TO BURY SKIRT WHEN SILT FENCE
IS USED ADJACENT TO A CHANNEL, CREEK OR POND.
6. TURN SILT FENCE UP SLOPE AT ENDS.
7. WHEN FABRIC IS USED WITH WIRE MESH 8' CENTERED POSTS MAY BE USE.
MAINTENANCE MM; 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY
RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH
RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL.
ANY REPAIRS NEEDED SMALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
OF THE EXPECTED USABLE UFE AND THE BARRIER STILL IS NECESSARY, THE
FABRIC SHALL BE REPLACED PROMPTLY.
3. SEDIMENT DEPOSES SHOULD BE REMOVED AFTER EACH STORM EVENT OR SILT
FENCE SHOULD BE REPLACED. THEY MUST BE REMOVED WHEN DEPOSITS REACH
APPROX. HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN
PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM
TD THE EXISTING GRADE, PREPARED AND SEEDED.
SILT FENCE
SEEDBED PREPARATION NOTES
1. Surface water control measures to be installed according to pion. _ ...
2. Areas�to be seeded andll be ripped and spread with available tops-0-11 3" deep.
3. Loose rocks, roots and other obstructions shall be removed from the surface so that they
will not Interfere with establishment and maintenance of vegetation. Surface for final
seedbed preparation, at finish grades shown, sholl be reasonably smooth and uniform.
4. If no soil test Is token, fertilizer and Ilene to be according to seeding specifications above.
In addition, provide 15 ibe./1000 e.f, of super -phosphate.
5. if soil test Is taken, provide fertilizer and lime according to soil test report.
6. Fertilizer and lime shall be applied uniformly and mixed with the soil during seedbed preparation.
7. Additional erosion control measures may be required depending on field conditions.
8. Mulch to be tacked of mechanically tied down within two days after mulch Is spread.
9. Buffer zones to be used only as specillcally denoted on plans.
STEEL OR WOOD POST
FILTER FABRIC
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ANCHOR SKIRT 6' MINIMUM
IN UEU OF BURYING SKIRT, 6" Of
#5 WASHED STONE IAAY BE USED
OVER TURNDOWN.
STEEL OR WOOD POST
i
CI
'tCH
FILTER FABRIC
V
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�
iVy
I
ANCHOR SKIRT W MINIMUM
BOM1, C
T, CIA55 OR MEOAN SIZE OF RNRM AND LENGTH, WIO11­1 AND DEPTH OF APRON
TO BE DESIGNED BY THE ENGINEER
2. RIP RA➢ SHOULD ExTENO UP BOTH SIDES OF THE APRON AND AROUND THE END
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLEr AT A MAXIMUM SLOPE OF
2.1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE MAMATER OR
CULVERT HEIGHT.
3. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON To THE
SURFACE OF THE RECEIVING CHANNEL THE AREA TO BE PAVED OR RIPRMPEO
SAME�GRADE pUCSH)ST THE WGH THE SURFACE INVERT
THETHE
REfFMNG CHANNEL THE
APRON SHALLL HAVE A CUTOFF OR TOE WALL AT THE OOWNSMEAM END.
4. THE W101H OF THE END OF THE APRON SHAD. BE EQUAL TO THE BOTTOM
W10TH OF THE RECEMNG CHANNEL MAXIMUM TMER TO RECEIVING CHANNEL 5:1
5. ALL SVBGRADE FOR STRUCTURE TO RE RESIDUAL Sm,
B THE PLACINGNEL O NOT BEEITHER LOOSE
O E OR COMPACTED IN ME RECEMNG
D.
7. NO BENDS OR CURVES IN THE HORIZONTAL NUGNMENT OF THE APRON WILL
BE PERMITTED.
e. RIP RAP d50 - 7 Inches
d- - 11 Inches
�2 GRADE APRON RICR(NE55 - 16 InMea
RP srP
H 1 I APlfal WI Wq L M N
NO, 00 DL) (M) (Fd-)
se-1 9.0 2&0 20 2 24
4" i5 WASHED BILE
LAYER OF M11P FARM
NOTE: :W. HH�2 3
FINE
SECTION R-B
RIPRAP APRON
AT SEDIMENT BASIN PIPE OUTLET
low MIN.
PUBtlC STREET
OWN 111110
E%ISIING GROUND \
SOIL STABILIZATION FABtuc'
UNDER j5 WASHED STONE
100' MIN
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NOTES-,
1. A STABILIZED ENTRANCE PAD OF P5 WASHED STORE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FITTER FABRIC OR COMPACIED CRUSHER RUN STONE MAY BE USED AS A BASE FOR THE cONSTRUCTION ENTRANCE.
S. THE ENTRANCE SHALL BE MAINTAINED IN A NT. THIS
WHICH WILL PREVENT TRACKING DRESSING
FLOWING OF SEDIMENT
ONTO STONEPASUCONOTIONS EETS OR
MAND REPAIRORCLENOUT�OF ANY QUIRE MEASURES USEDIODIC TOP TOTRAP SEDIMENT-
4. ANY SEDIMENT SPILLED, DROPPED, WASHED. OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDATELY.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STORE WHICH DRAINS INTO N
APPROVED SEDIMENT BASIN.
S. SOIL STABILIZATION FABRIC (AS SPECIFIED BY THE DESIGNER) SHALL BE USED.
STABILIZED CONSTRUCTION ENTRANCE
W
V DITCH
02fPROV.
DITCH N0. C I A AC. 025 CPS' 5-(MINN M D W Y V FPS FULLS OW COMMENTS 25 YEAR
IR, n• WATER LEVEL
G-1 0.5 7.2 7.4 26.7 a036 0.049 3 2 12 1.5 4,13 66.7
Y D
M
-�_D - TEMPORARY LINER NAG P300 OR EQUIVALENT
STAPLE PATTERN "E"
"T' DITCH CROSS-SECTION
NO, I DATE REVISION
BY
SHEET TITLE
EROSION CONTROL DETAILS
PJ41
SCALE
N/A
DAIE
T 1s 01
AInITrxHF,'
CARO(
S
PROJECT
ARMPIT MINE
LqECKED BF
t
0770
CENT
PJ41ECDT.DWG
G....:w:•'
APAC-CAROLINA, INC.
........
V ydPAAr
P.O. BOX 53645
nunrp��'
1 �'7
FAYETTEVILLE, NC 28305
3 M 3

5-YEAR PERMIT RENEWAL
DRAWINGS

AUTRY GRADING, INC.
LCID LANDFILL DEVELOPMENT
5 = YEAR PERMIT RENEWAL JULY 2023
CUMBERLAND COUNTY, NORTH CAROLINA
DRAWING INDEX
SHEET
DESCRIPTION
CP-L
LEGEND & GENERAL NOTES
C-101
CURRENT CONDITIONS
OWNER INFORMATION
C-102
5-YEAR PHASE
AUTRY GRADING, INC.
C-103
CROSS -SECTIONS
PO BOX 368
C-104
FINAL GRADING PLAN
HOPE MILLS, NC 28348
C-105
NCG01 GROUNDCOVER
[phone]
C-106
NCGO1 SELF -INSPECTION
Winston- Knotts Islan
S m: reensb0ro Elizabeth City•
PROPERTY INFORMATION
Durham •Wilson
* RALEIGH
•Asheville
Greenville
LOCATION:
DOC BENNETT ROAD, CEDAR CREEK
•Vass •Goldsboro
TOWNSHIP, NEAR CITY OF FAYETTEVILLE,
•Charlotte
•Fayetteville
CUMBERLAND COUNTY, NORTH CAROLINA
u erton
• Elizabe own
•
PIN:
0434-55-8407
Wilmington
........
i�ipai
::Airport "
... :
TOTAL ACREAGE:
52.93 ACRES
9712
°a
$'
DISTURBED ACREAGE: 20.5 ACRES
4s
ZONING: M(P)
SETBACKS:
50' FRONT
SITE,
30' SIDE
ee
20' REAR
95
EXISTING LAND USE:
BORROW PIT AND PRIVATE LCID LANDFILL
w
�ERTO�
305 N. Chippewa Street
Lumberton, NC 28358
Office: [phone]
Fax: [phone]
Email:
[e-mail]
Licensure #: C-0793
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The creation of authorship contained in this drawing including
but not limited to all design, text, specifications and images,
am caned, except as otherwise expressly stated, by
Anderson Engineedng & Associates, P.A. and are protected
by copyright and other intellectual property laws. This drawing
not be copied, refeddlede. transmitted. displayed,
distnbu:, sub. licensed, altered, utilized for other projects or
otherwise used in any manner without the prior written
sent of Anderson Engineering & Associates, P.A., except
(o the extent that such use constitutes "lair use" under the
Copyright Act of 1976 (17 U.S.C. §107), as amended Project
may keep one — altered permanent copy to be used
for inmtended project use only.
COVER
ISSUE DATE: 07.19.2023
NO. DATE REASON
012.11.2023 NCDEQ-REVIEW COMMENTS_ _.
INOE%SHEET NUMBER
SCALE: NTS
DRAWN BY: RT
CHECKED BY: LWA/DWA
PROJECT NO.: 50-1909
DRAWING FILE: 1909
FILE NO.: 1909
SHEET NO.
C000
2023 Anderson Engineering & Associates, P.A.

LEGEND AND GENERAL NOTES
ENVIRONMENTAL MONITORING FEATURES
® TP-1
TEST PIT LOCATION
143.318
SURVEY FEATURES
BM
BENCHMARK
CP
CONTROL POINT
- -
PROPERTY LINE
---------
EASEMENT
`Sv w
RIGHT OF WAY
x x x
FENCE LINE
{
RAILROAD
GUARDRAIL
RESOURCE PROTECTION AREA
UTILITIES
O
UTILITY POLE
U,
HYDRANT
Ofl
LIGHT POLE
O
TANK (SIZE VARIES)
®
TRANSFORMER
O
MANHOLE
O
CLEANOUT
m
VALVE
OHE
OVERHEAD ELECTRIC
- - -UGF- -- -- -- - - UGE-- --
UNDERGROUND ELECTRIC
oHT
OVERHEAD TELEPHONE
- - -UGT- - - - -UGT- -
- UNDERGROUND TELEPHONE
FM
LEACHATE FORCE MAIN
-DCFM DCFM
DUAL CONTAINED LEACHATE FORCE MAIN
- SS
- SANITARY SEWER
Fs
PROCESS SEWER
- G -
LANDFILL GAS LINE
ucc
NATURAL GAS LINE
w
POTABLE WATER
SOLID PIPE (TYPE NOTED)
- - - - - - - - - - - -
- PERFORATED PIPE (TYPE NOTED)
- - - - - - - - - - - -
- CULVERT (SIZE NOTED)
TOPOGRAPHICAL FEATURES
100 - EXISTING 10' TOPO CONTOUR
-- --- --- ---- 11 EXISTING 2' TOPO CONTOUR
100 PROPOSED 10' TOPO CONTOUR
PROPOSED2'TOPO CONTOUR
X 100.00 SPOT ELEVATION
EROSION AND SEDIMENT CONTROL FEATURES
SF SF
SILT FENCE
IP
INLET PROTECTION
OUTLET PROTECTION (SIZE VARIES)
a- .114"
DIVERSION BERM
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0
0
0
U
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LANDFILL AND ROAD FEATURES
SURVEY NOTES:
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1. TOPOGRAPHIC CONTOUR INTERVAL = 2 FEET, UNLESS INDICATED OTHERWISE.
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PAVED ROAD
2. TOPOGRAPHY PROVIDED BY 4D SOLUTIONS 409 CHICAGO DRIVE- SUITE 112
FAYETTEVILLE, NC 28306. TELEPHONE NUMBER: [phone], DATED JUNE 15,2017.
GRAVEUDIRT ROAD
3. APPROXIMATE 100-YR FLOODPLAIN TAKEN FROM U.S. DEPARTMENT OF HOUSING AND
_
- - - - - - - - - - - - -
URBAN DEVELOPMENT, FEDERAL INSURANCE ADMINISTRATION, FLOOD INSURANCE RATE
EDGE OF PAVEMENT
MAP, CUMBERLAND COUNTY, NC, PANEL NO. 3720043400J, EFFECTIVE 1/5/2007.
fw--
-- LIMIT OF WASTEIEDGE OF LINER
4. THIS MAP WAS PREPARED BY DATA COMPILED FROM RECORDED SUBDIVISION PLATS,
PARCEL PLATS, DEEDED DESCRIPTION DATA, AND OTHER PUBLIC RECORDS OWNED BY
p
- ... • . FACILITY BOUNDARY/CELL LIMITS/PHASE LIMITS
CUMBERLAND COUNTY. THE COUNTY ASSUMES NO LEGAL RESPONSIBILITY OR LIABILITY
FOR ANY OF THE INFORMATION CONTAINED ON THIS MAP.
5. PROPERTY BOUNDARY BEARING AND DISTANCES PROVIDED BY4D SOLUTIONS.
11 '
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HYDROLOGY
6. SITE CONTROL INFORMATION PROVIDED BY4D SOLUTIONS.
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APPROXIMATE 100 YEAR FLOOD PLAIN
7. THE SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE SEARCH AND ALL
SEAL
= 34412�y,Q
DITCH FLOW
EASEMENTS AND ENCUMBRANCES MAY NOT BE SHOWN.
`'••FMG NE
,;
STREAM OR RIVER
GENERAL NOTES:
VEGETATION
1. SITE LIGHTING IS NOT PROPOSED FOR THIS PROJECT.
x
x m
x =
_
m
2. LANDSCAPING IS NOT PROPOSED FOR THIS PROJECT. HOWEVER THE BUFFER AREA SHOWN
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SINGLE TREE
ON DRAWINGS WILL REMAIN UNDISTURBED EXCEPT FOR THE INSTALLATION OF UTILITIES,
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STORM WATER DRAINAGE FEATURES AND ACCESS TO THE SITE. WHEN POSSIBLE CLEARING
WITHIN THE BUFFER WILL BE ALIGNED TO MINIMIZE VISUAL IMPACTS.
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- TREE LINE
3. SOIL STOCKPILE AREAS WILL BE ESTABLISHED TO FACILITATE PHASED CONSTRUCTION.
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SHRUB
STOCKPILE LOCATIONS AND SIZE MAY VARY AND MAY NOT BE LIMITED TO THE AREAS
SHOWN. SILT FENCE WILL BE INSTALLED AROUND THE BASE OF T14E STOCKPILE.
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4. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING, AND
SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE
WORK. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LAWS AND REGULATIONS
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RELATING TO THE SAFETY OF PERSONS OR PROPERTY, AND TO THE PROTECTION OF
PERSONS OR PROPERTY FROM DAMAGE, INJURY, OR LOSS, AND SHALL ERECT AND
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MAINTAIN ALL NECESSARY SAFEGUARDS FOR SUCH SAFETY AND PROTECTION.
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305 N. Chippewa Street
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POND
1. EXISTING DATA BEFORE MAY 31, 2023 ARE SHOWN ON THE
DRAWINGS ONLY TO THE EXTENT THAT SUCH INFORMATION
HAS BEEN MADE AVAILABLE TO OR DISCOVERED BY ANDERSON
ENGINEERING & ASSOCIATES, PA. THERE IS NO GUARANTEE AS
TO THE ACCURACY OR COMPLETENESS OF THIS INFORMATION;
THEREFORE, ALL LIABILITY IS EXPRESSLY DISCLAIMED,
2. SURVEY DATA FOR MAY 31, 2023 BY:
ANDERSON ENGINEERING & ASSOCIATES, P.A.
305 N CHIPPEWA STREET
LUMBERTON, NC 28358
[phone]
3. LIDAR BY:
JOYCE ENGINEERING- NC LICENSE: C-0782
9731 FSOUTHERN PINE BLVD.
CHARLOTTE, NC 28273
[phone]
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The creation of authorship contained in this drawing including
but not limited to all design text spec Tcalons and images,
am caned, except as otherwise expressly stated, by
Anderson Engineering & Assoc ales P.A. and are protected
by copyright and other intellectual property laws This dravang
may not be copetl reproduced transmitted, displayed,
tl stribuletl sub lice ed shared. wit zed for other projects or
otherwise usetl y ner wlhout the poor v,ni
ent of Anderson Engsdaring & Associates P.A-, except
to the extent that suchconstitutes 'U, use under the
Copyright Act of 1976 (17 U S C. §107) as amended. Project
owner may keep one n altered permanent copy to be used
for intended project use only.
CURRENT
CONDITIONS
ISSUE DATE: 07.19.2023
NO. DATE IREASON
1\ 12.11.2023 NCDEQ REVIEW COMMENTS_
NO CHANGES THIS SHEET -- - --
SCALE:
DRAWN BY: RT
CHECKED BY: DWA, LWA
PROJECT NO.: 50-1909
DRAWING FILE: 1909
FILE NO.: 1909
SHEET NO.
C :101
© 2023 Anderson Engineering & Associates, P.A.

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Office: [phone]
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Licensure #: C-0793
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The creatien of authorship contained n this drawingincluding
but not limited to all desgn text, spec(cahon. and mages
e owned sccepl as otherse expressly stated by
Anderson Engineering & Associates P A. and are protected
other intellectualpropertylaws Ths drawn
may no be
copia 9
y 1 be pretl roprotluced iransmrbetl dsplayed
distributed, cnl licensed,altered, utilized for other projects or
otherwise used in any manner without the prior written
consent of Anderson Engneemg & Associates, PA, except
to the
extent that such use eonstilul¢s 'Tarr use under theCopyright Act of 1976 (17 U.S.C. §107)as amended. Project
owner may keep one un- altered permanent copy to be used
for intended project use only.
5-YEAR PHASE
ISSUE DATE 07 19 2023
NO. DATE REASON
Al 12.11,2023 NCDEQ REV] El6 COMMENTS
HEIGHT OF 5-YEAR FILL
SCALE: NTS
DRAWN BY: FIT
CHECKED BY: LWA
PROJECT NO.: 50-1909
DRAWING FILE: 1909
FILE NO.: 1909
SHEET NO.
C102
© 2023 Anderson Engineering & Associates, P.A.

DATUM
130.00
In O O O M N to ei C' O a) N ci N to -1 (0 (o M N N DO t0 O e-I O (CtO N O 00 0 01 m a 'or a-1 N <-I 00 00 `-00 r
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2+11 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+CM+16
CROSS-SECTION A -A
180
180
PERMITTED FINAL
—FUTURE 5-YEAR
GRADE
FILL SEQUENCE
175
170
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165
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MAY 31, 2023 SURVEY
DATUM
135.00
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IBM
GENERAL NOTES
1. EXISTING DATA BEFORE MAY 31, 2023 ARE SHOWN ON THE
DRAWINGS ONLY TO THE EXTENT THAT SUCH INFORMATION HAS
BEEN MADE AVAILABLE TO OR DISCOVERED BY ANDERSON
ENGINEERING & ASSOCIATES, PA. THERE IS NO GUARANTEE AS
TO THE ACCURACY OR COMPLETENESS OF THIS INFORMATION;
THEREFORE, ALL LIABILITY IS EXPRESSLY DISCLAIMED.
2. SURVEY DATA FOR MAY 31, 2023 BY:
ANDERSON ENGINEERING & ASSOCIATES, P.A.
305 N CHIPPEWA STREET
LUMBERTON, NC 28358
[phone]
3. PERMITTED FINAL GRADES BY:
JOYCE ENGINEERING - NC LICENSE: C-0782
9731-F SOUTHERN PINE BLVD.
CHARLOTTE, NC 28273
[phone]
GRAPHIC SCALE
so o ss so too zoo
( IN FEET )
1 inch = 50 ft. (Horizontal)
1 inch = 5 ft. (Vertical)
305 N. Chippewa Street
Lumberton, NC 28358
Office: [phone]
Fax: [phone]
Email:
[e-mail]
Licensure #: C-0793
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ANOE�y..
The creation of authorship contained in this drawing including
but not limited to all design, lext specifications and images,
are owned, except as otherwise expressly stated by
Anderson Engineering & Asacmu los, P.A, and are protected
by copyright and other intellectual property laws. This drawing
may not be copied, reproduced, transmitted, displayed
distributed, sub -licensed, auered, utilized for other projects or
otherwise used in any nummer without the poor writer,
consent of Anderson Engineering & Associates, P.A., except
to the extent that such use constitutes 1s• use under the
Copyright Act of 1976 (17 U.S.C. 5107) as amended Project
for Imay keep one un- altered pennanerl copy to be used
ntended project use only.
CROSS -SECTIONS
ISSUE DATE: 07.19.2023
NO. DATE REASON
Q 12.11.2023
NCDEQ - REVIE11 COMMENTS — —
HEIGHT OF5-YEAR FILL _
SCALE:
DRAWN BY: RT
CHECKED BY: LWA, DWA
PROJECT NO.: 50-1909
DRAWING FILE: 1909
FILE NO.: 1909
SHEET NO.
C103
© 2023 Anderson Engineering & Associates, P.A.

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305 N. Chippewa Street
Lumberton, NC 28358
Office: [phone]
Fax: [phone]
Email:
[e-mail]
Licensure #: C-0793
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The creation of authmshp t coil. d' thisdrawing including
but not Lm led to all design, text, spe,ificagons and 'mages
are owned, except as otherwise p ly stated, by
Anderson Engineering & Assocta(es PA, and are protected
by copynght and other intellectual property laws This drawing
may not be coped., reproduced transmitter, dsplayed
distributed, sub Incensed, uttered, ut (zed for other projects or
otherwise used in any manner without the pror wmien
consent of Anderson Engineering & Associates,P A except
to the extent that such use constitutes far use under the
Copyright Act of 1976 (17 U.S.C. §107) as amended. Project
may keep one un aftered permanent copy to be used
fonteade l pro ecl use . ty
FINAL GRADING
ISSUE DATE: 07.19.2023
NO. DATE REASON
1211.2029 NCDEQ-REVIEl1COMMENTS
FINAL GRADE HEIGHT
SCALE: NTS
DRAWN BY: RT
CHECKED BY: LWA
PROJECT NO.: 50-1909
DRAWING FILE: 1909
FILE NO.: 1909
SHEET NO.
C104
© 2023 Anderson Engineering & Associates, PA.

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE
WITH THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the delegated
authority having jurisdiction. All details and specifications shown on this sheet may not apply
depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within
Site Area Description
this many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
If slopes are 10 feet or less in length and
(c) Slopes steeper
7
are not steeper than 2:1, 14 days are
than 3:1
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales, ditches,
perimeter slopes and HQW Zones
(e) Areas with slopes
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing activity.
Temporary ground stabilization shall be maintained in a manner to render the surface stable
against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
tarhniaues in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw
• Permanent grass seed covered with straw
or other mulches and tackifiers.
or other mulches and tackifiers
• Geotextile fabrics such as permanent soil
• Hydroseeding
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Shrubs or other permanent plantings
• Appropriately applied straw or other mulch
covered with mulch
• Plastic sheeting
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete,
asphalt or retaining walls
• Rolled erosion control products with grass
seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during construction,
selecting from the NC DWR List of Approved PAMS/Flocculants .
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging offsite
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover or
surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as hazardous
waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products to
a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface waters
unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff from
upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or provide
secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface waters
unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains, streams
or wetlands unless there is no alternative reasonably available. If 50 foot offset is not
attainable, provide relocation of portable toilet behind silt fence or place on a gravel pad
and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material. Utilize a
licensed sanitary waste hauler to remove leaking portable toilets and replace with
properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least 50
feet away from storm drain inlets, sediment basins, perimeter sediment controls and
surface waters unless it can be shown no other alternatives are reasonably available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of five
feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance with
the approved plan and any additional requirements. Soil stabilization is defined as
vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
10 MIL NOTES:
A PLASTIC 1. ACTUAL LOCATION DETERMINED IN
LINING
O CDCDO 1:1 FIELD
SILT SIDE SLOPE SANDBAGS (TYP.)
O O FENCE (TYP.) OR STAPLES 2. THE CONCRETE WASHOUT
STRUCTURES SHALL BE MAINTAINED
O O O WHEN THE LIQUID AND/OR SOLID
O O 3'-0" REACHES 75% OF THE STRUCTURES
MIN CAPACITY.
O O C O O SANDBAGS (TYP.) & X'
A OR STAPLES MAX, &CONCRETE WASHOUT STRUCTURE
NEEDS TO BE CLEARY MARKED WITH
SECTION A -A BELOW GRADE WASHOUT STRUCTURE SIGNAGE NOTING DEVICE.
NOT TO SCALE
CLEARLY MARKED
3IVE &
CONCRETE
SIGNAGE
ILTRATION
WASHOUT
NOTING DEVICE (18"X24"
NOTES:
IERM
MIN.)
1. ACTUAL LOCATION DETERMINED IN
10' IN
FIELD
B
SANDBAGS (TYP.)
10 MIL OR STAPLES
2. THE CONCRETE WASHOUT
OO
O O
PLASTIC LINING IGH
COHESIVE&
LOW FILTRATION
1:1 SIDE SOIL BERM
STRUCTURES SHALL BE MAINTAINED
WHEN THE LIQUID AND/OR SOLID
O
O
SLOPE
REACHES 75% OF THE STRUCTURES
(rYP.)
CAPACITY TO PROVIDE ADEQUATE
10' MIN
HOLDING CAPACITY WITH A MINIMUM
O
O
&
INCHES OF FREEBOARD.
O ED
O
6„ X MAX.IN
3.CONCREfE WASHOUT STRUCTURE
NEEDS TO BE CLEARY MARKED WITH
g
SANDBAGS (TYP.)
SIGNAGE NOTING DEVICE.
.qFrTinN R-R
OR STAPLES
ABOVE GRADE WASHOUT STRUCTURE
--
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local and
state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in addition
place the mixer and associated materials on impervious barrier and within lot perimeter
silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for review
and approval. If local standard details are not available, use one of the two types of
temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must be
pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum, install
protection of storm drain inlet(s) closest to the washout which could receive spills or
overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project limits.
Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of in an
approved disposal facility. Fill pit, if applicable, and stabilize any disturbance caused by
removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the label,
which lists directions for use, ingredients and first aid steps in case of accidental
poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is possible
or where they may spill or leak into wells, stormwater drains, ground water or surface
water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
..\NC-Environmental.jpeg NCG-01 GROUND COVER & MATERIALS HANDLING C105
© 2023 Anderson Engineering& Associates, P.A.
EFFECTIVE DATE: 11/12/2020

PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down for maintenance or close out unless this is infeasible. The circumstances in which it is not
feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather). Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include properly sited; designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Inspect
Frequency
Inspection records must include:
(during normal
business hours
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend on holiday
periods, and no individual -day rainfall information is available, record the
good Working
cumulative rain measurement for those unattended days (this will
order
determine if a site inspection is needed). Days on which no rainfall
occurred shall be recorded as "Zero." The permittee may use another
rain -monitoring device approved by the Division.
(2) E&SC
At least once per 7
1. Identification of the measures inspected
Measures
calendar days and
2. Date and Time of the inspection
within 24 hours of
3. Name of the person performing the inspection
a rain event >_ 1.0
4. Indication of whether the measures were operating properly
inch in 24 hours.
5. Description of maintenance needs for the measure
6. Description, Evidence, and date of corrective actions taken
(3) Stormwater
At least once per 7
1. Identification of the discharge outfalls inspected
discharge
calendar days and
2. Date and Time of the inspection
outfalls(SDOs)
within 24 hours of
3. Name of the person performing the inspection
4. Evidence of indicators of stormwater pollution such as oil sheen,
a rain event >_ 1.0
floating or suspended solids or discoloration
inch in 24 hours.
5. Indication of visible sediment leaving the site
6. Description, Evidence, and date corrective actions taken
(4) Perimeter
At least once per 7
If visible Sedimentation is found 3) An explanation as to the actions
of Site
calendar days and
outside site limits, then record of taken to control future releases
within 24 hours of
the following shall be made:
a rain event >_ 1.0
1) Actions taken to clean up or
stabilize sediment that has left
inch in 24 hours.
the site limits
2) Description, Evidence and date
of corrective actions taken
(5) Streams or
At least once per 7
If the stream or wetland has increased visible sedimentation or has
wetlands
calendar days and
visible increased turbidity from the construction activity, then a record of
onsite or
within 24 hours of
the following shall be made:
1)Description, Evidence and date of corrective actions taken
offsite'(where
a rain event >_ 1.0-
2)Records of required reports to the appropriate Division Regional Office
accessible)
inch in 24 hours.
per Part III, Section C, Item(2)(a) of this permit
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC measures, clearing
Stabilization
of grading.
and grubbing, installation of storm drainage facilities, completion of all
Measures
land -disturbing activity, construction or redevelopment, permanent
ground cover).
2.Documentation thatthe required ground stabilization measures have
been provided within the required timeframe or assurance that they will
be provided as soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
..\NC -Environmental Jpeg
EFFECTIVE DATE: 11/12/2020
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit. The
following items pertaining to the E&SC plan shall be kept on site and available for inspection at
all times during normal business hours.
Item to Document
Document Requirements
Initial and date each E&SC measure on a copy of
(a) Each E&SC measure has been installed and
the approved E&SC plan or complete, date and
sign an inspection report that lists each E&SC
does not significantly deviate from the locations,
measure shown on the approved E&SC plan. This
dimensions and relative elevations shown on the
documentation is required upon the initial
approved E&SC plan.
installation of the E&SC measures are modified
after initial installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC plan
or complete, date and sign an inspection report to
indicate completion of the construction phase.
(c) Ground cover is located and installed in
Initial and date a copy of the approved E&SC plan
accordance with the approved E&SC plan.
or complete, date and sign an inspection report to
indicate compliance with approved ground cover
specifications.
(d) The maintenance and repair requirements for
Complete, date and sign an inspection report.
all E&SC measures have been performed.
(e) Corrective actions have been taken to E&SC
Initial and date a copy of the approved E&SC plan
measures.
or complete, date and sign an inspection report to
indicate the completion of the corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the Division
or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
rNR f m
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact the
appropriate Division regional office within the timeframes and in accordance with the other
requirements listed below. Occurrences outside normal business hours may also be reported
to the Department's Environmental Emergency Center personnel at [phone].
Occurrence
Reporting Timeframe (After Discovery) and Other Requirements
(a) Visible
• Within 24 hours, an oral or electronic notification.
sediment
• Within 7 Calendar Days, a report that contains a description of the
deposition in a
sediment and actions taken to address the cause of the deposition.
stream or wetland
Division staff may waive the requirement for a written report on a case -
by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment -
related caused, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure
compliance with the federal or state impaired -waters conditions.
(b) Oil spills and
• Within 24 Hours, an oral or electronic notification. The notification shall
release of
include information about the date, time, nature, volume and location
hazardous
of the spill or release.
substances per
item 1(b)-(c) above
(c) Anticipated
• A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
• Within 24 Hours, an oral or electronic notification
bypasses [40 CFR
• Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
• Within 24 Hours, an oral or electronic notification
with the conditions
• Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance, including
may endanger
exact dates and times, and if the noncompliance has not been
health or the
corrected, the anticipated time noncompliance is expected to continue;
environment [40
and steps taken or planned to reduce, eliminate and prevent
CFR 122.41(I)(7)]
reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
• Division staff may waive the requirement for a written report on a case -
by -case basis.
NCG01- SELF INSPECTION
C106
© 2023 Anderson Engineering & Associates, P.A.