3901_GranvilleCo_CDLF_permitApp_solr farm_DIN25316_20151120

9731-F Southern Pine Blvd.
Charlotte, NC 28273
tel: [phone]
fax: [phone]
www.JoyceEngineering.com

November 5, 2015

Mr. Ming-Tai Chao
NC DEQ
Division of Waste Management
1646 Mail Service Center
Raleigh, North Carolina 27699

RE: Proposed Solar Project, Oxford Landfill Facility
Granville County, North Carolina
Permit No. 39-01, Document ID No. (DIN) 24775

Dear Mr. Chao:

In response to your letter dated July 23, 2015, and on behalf of Granville County (the County),
Joyce Engineering (JOYCE), is pleased to submit this Permit Modification Application for the
Oxford C&D landfill (Permit No. 3901-CDLF-1997), along with all the other requested permits
and documents. In accordance with your request, please find enclosed revisions made to the
approved Facility Plan and Drawings. The location for the proposed solar project is shown on the
revised Facility Plan Drawings (FP-01 to FP-05). Moreover, Section 4.0 – “Solar Project” has
been added to the Facility Plan. A copy of the new page is included. Section 4.0 serves as a
narrative description for the new locations of some municipal solid waste management units
(MSWMUs) relocated as a result of the proposed solar project. The new locations for displaced
MSWMUs are within the landfill property (please refer to the attached Facility Plan Drawings).

The approved Facility Plan, Operations Plan, Financial Assurance cost estimates, Landfill
Gas Monitoring Plan (LFGMP), Water Quality Monitoring Plan (WQMP), Engineering Plan,
Closure and Post-Closure Plan, CQA Plan and Technical Specifications were not included in this
submittal due to the fact that no revisions have been made to the landfill design since they were
last permitted, and no expansions are proposed with this submittal.

A waste disposal plan was prepared and certified by a professional engineer. The plan
states that no on-site burial for debris will take place during construction. Oxford Landfill facility
will accommodate C&D waste and any other recyclables generated during construction, except
damaged solar panels. Damaged solar panels contain hazardous materials, therefore they will be
returned to the manufacturer for recycling. Waste hauling will be routed without interrupting the
Landfill’s normal operations. During construction, trees, brush and vegetation will be burned on-
site. The Green Earth Developers, LLC (the Developer) has obtained a burning permit for trees,
brush and vegetation to clear the land for the solar farm. The Burning Permit No. 588055 has
been issued to Mr. David Banfield, who intends to burn land clearing debris on-site
approximately 0.5 miles from landfill entrance, between the dates of 10/19/2015 and 11/12/2015.
A permit extension will be acquired, if needed. The Developer will be burning leaves, small
branches, ground clearing vegetative debris, and other permitted vegetative matter and the fire
shall encompass an area not to exceed 0.5 acres. Prior to the scheduled open burning, the County
will notify the NC DEQ Solid Waste Section in writing of the activities according to Rule 15A

Mr. Ming-Tai Chao
November 5, 2015
Page 2 of 2

NCAC 13B .0542(i) or 1626(5). A copy of the Burning Permit and the Waste Disposal Plan are
attached for your reference.

The County and the Developer obtained a special use and building permit in accordance
with the local zoning requirements. A copy of the approved construction drawings is attached to
this letter. Moreover, the Developer obtained an NPDES Construction Stormwater General
Permit (NCG010000) for the subject solar project. A copy of the permit document and approval
letter are attached for your reference.

Finally, with regard to the financial assurance, the lease agreement between the County
and the Cornwall Solar Center, LLC (the Owner) states that the Owner will be responsible for
the solar panel system shut down and final decommission plan. Moreover, the County obtained a
financial assurance letter from the Owner. The lease agreement and the financial assurance letter
hold the Owner responsible for the costs of removal, cleanup, and disposal the non-recyclable
component associated with the solar project and costs for site restoration after the solar panel
system is shut down and decommissioned. A copy of the lease agreement between the County
and the Owner and the financial assurance letter are attached for your reference.

Please do not hesitate to contact us with any questions or comments you may have. We
look forward to working with you to get the County’s permit modified to include the solar
project.

Sincerely,
JOYCE ENGINEERING, INC.
Amy Davis, P.E.
Technical Consultant

Attachments
Attachment to Facility Plan (Section 4.0)
Revised Facility Plan Drawings – Facility Plan Drawings (FP-1 to FP-05)
Waste Disposal Plan
Burning Permit No. 588055
Letter of Approval with Modifications for NPDES General Storwwater Permit
Certificate of Plan Approval for Erosion and Sedimentation Control Plan
Construction Drawings
Lease Agreement
Financial Assurance Letter

C: Ms. Amanda Freeman, Landfill Manager

Section III- Facility Plan 8 Joyce Engineering, Inc.
Oxford MSW Landfill Expansion Rev. October 2015
Granville County, North Carolina
4.0 SOLAR PROJECT

4.1. Solar Project Development

The proposed solar project is shown on Drawings No. FP-01 through FP-05. Drawing No. FP-01
shows the property boundaries, limits of the existing waste disposal areas, limits of the proposed
waste disposal areas, the existing environmental monitoring system, the landfill entrance road,
landfill access and perimeter roads, scalehouse and office, convenience center, and the proposed
solar project. Current topography for the property is shown, as well as the 300-foot buffer from
the property line and other site features.

The solar project is located at the southwest end of the property as shown on Drawing No. FP-01.
The solar project is surrounded by a fence to prevent illegal trespassing. The white goods
containers are placed northeast of the proposed solar project, outside the fenced solar farm
parameters. White goods are removed by a metal recycling contractor, which is handled through a
bid process. Tires are disposed of by customers onto the ground in the designated tire disposal area
as shown on Drawing No. FP-01.

Prior to the proposed solar project, the County used the solar farm area to receive, process, and
temporarily stockpile yard waste and land clearing debris, and to conduct active composting
activities. Additionally, the solar farm area was used as a soil-borrow area to meet the facility soil
needs. Due to the solar project, the County had to relocate the composting area and yard waste and
land clearing debris area to Unit 2, south of Phase 1. Moreover, Unit 2 is now being used to serve
as a soil-borrow area to sustain the site soil needs instead of the solar farm area. The new locations
for displaced municipal solid waste management units are within the landfill property (Drawings
No. FP-01 through FP-05). Finally, the County discontinued the disposal of animal carcass in the
solar farm area in 2013.

SCALE:
DATE:
FILE:
LOT #
WASTE DISPOSAL PLAN
10-14-2015
N/A'
WASTE DISPOSAL PLAN:
WASTE GENERATED BY CONSTRUCTION ACTIVITIES:
1.NO ON-SITE BURIAL FOR DEBRIS.
2.WASTE GENERATED FROM GENERAL CONSTRUCTION ACTIVITY INCLUDE:
2.1.CARDBOARD AND PLASTIC BANDING, PALETTES
2.2. VEGETATION FROM CLEARING OPERATION.
2.3.COPPER AND ALUMINUM CABLE
2.4.CONCRETE WASH CONTAINED WITHIN NCDENR APPROVED WASHOUT.
2.5.LANDSCAPE PACKING MATERIALS
2.6.MATERIALS INTERNAL TO SKIMMER SEDIMENT BASINS: SCHEDULE 40 PLASTIC, POROUS BAFFLES, METALAND WOODEN STAKES, SILT FENCE FILTER FABRIC.
3.GRANVILLE COUNTY LANDFILL CAN ACCOMMODATE CONSTRUCTION WASTE. WASTE HAULING WILL HAVE
TO BE ROUTED THROUGH THE PROPER CHANNELS WITHIN THE LANDFILL OPERATION.
4.BURNING PERMIT OBTAINED FOR VEGETATION THAT WAS REMOVED.
5.GRANVILLE COUNTY LANDFILL ACCEPTS RECYCLABLE MATERIAL.
6.SOLAR PANELS CONTAIN HAZARDOUS MATERIALS. IN THE EVENT A PANEL IS DAMAGED BEYOND USEDEVELOPER RETURNS PANEL TO MANUFACTURER FOR RECYCLING.
WASTE GENERATED BY OPERATIONAL ACTIVITIES:
1. NO WASTE IS GENERATED BY THE OPERATION OF THE SOLAR FACILITY.
CORNWALL
SOLAR ELECTRIC POWER PLANTLANDFILL ROAD, GRANVILLE CO, NC
1
Mousa A. Maimoun
From:Amy Davis
Sent:Wednesday, October 14, 2015 3:51 PM
To:Mousa A. Maimoun
Subject:FW: Online Burning Permit Application

Amy R. Davis, PE │Senior Project Consultant │
JOYCE ENGINEERING 
Richmond, VA - Greensboro, NC - Charlotte, NC - Charleston, SC│9731-F Southern Pine Blvd., Charlotte, NC 28273 │
tel: [phone] │direct: [phone] │fax: [phone] │ JoyceEngineering.com 

From: David Banfield [mailto:[e-mail]]  
Sent: Wednesday, October 14, 2015 3:35 PM 
To: Amanda Freeman <[e-mail]> 
Cc: Amy Davis <[e-mail]>; Mike Patterson <[e-mail]> 
Subject: Fwd: Online Burning Permit Application 

Amanda,
Here’s our Burn Permit. See email below. It’s good through 11/12, but an be extended if necessary.

David Banfield
Green Earth Developers – Project Manager 
NABCEP Certified PV Installer 

________________________________________________________________________________________________________

O: 704-849-0054 
M: 336-429-6529 
E: [e-mail] 

Green Earth Developers  
547 W. Charles St., Suite 100  
Matthews, NC 28105 
Geneva • Fort Lauderdale • Melbourne • Paris • Seattle • Sydney 
http://bluenrgy.com 

Begin forwarded message:

From: <[e-mail]>
Subject: Online Burning Permit Application
Date: October 14, 2015 at 3:13:56 PM EDT
To: <[e-mail]>

2

Date: 10/14/2015
Subject: Online Burning Permit Application

Name: David Banfield

Burning Permit number 588055 has been issued to David Banfield who intends to start a fire in
or near Oxford NC, 0.5 miles from Landfill Entrance, between the dates of 10/19/2015 and
11/12/2015. The fuel type shall be Leaves, Small branches, Ground clearing vegetative debris,
Other permitted vegetative matter and the fire shall encompass an area of 0.5 acres

CONTACT INFORMATION:
Street address: 547 West Charles Street, Suite 100
City: Matthews, NC, NC
Zipcode: 28105
Phone: [phone]
Email address: [e-mail]

Additional comments: Clearing Trees, Brush and Vegetative Debris for Solar Farm
Please save or print this email for your records. You may be required to produce your permit for
North Carolina Forest Service or law enforcement personnel.
E-mail correspondence to and from this address may be subject to the North Carolina Public
Records Law and may be disclosed to third parties.

This email address is not monitored. Please direct any questions regarding laws and regulation
to your county forest ranger. Technical questions regarding the online system may be directed to
[e-mail]

North Carolina Department of Environmental Quality

Pat McCrory Donald R. van der Vaart
Governor Secretary

Division of Energy, Mineral, and Land Resources
Energy Section • Geological Survey Section • Land Quality Section
1628 Mail Service Center Raleigh, NC 27699• Phone: [phone] • FAX: [phone]
Internet: http://portal.ncdenr.org/web/lr/
An Equal Opportunity \ Affirmative Action Employer – 50% Recycled \ 10% Post Consumer Paper

October 8, 2015

LETTER OF APPROVAL WITH MODIFICATIONS
AND PERFORMANCE RESERVATIONS

Green Earth Developers, LLC
Mandy Lantham
547 West Charles St Suite 100
Matthews, NC 28105

RE: Project Name: CORNWALL SOLAR CENTER
Acres Approved: 24.5
Project ID: GRANV-2016-008
County: Granville, City: Oxford
Address: 6595 Landfill Rd.
River Basin: Neuse & Roanoke
Stream Classification: Other
Submitted By: Mr. Jonathan Rett, PE
Date Received by LQS: September 23, 2015
Plan Type: Utilities

Dear Sir or Madam:

This office has reviewed the subject erosion and sedimentation control plan. We find the plan to
be acceptable and hereby issue this Letter of Approval. The enclosed Certificate of Approval
must be posted at the job site. This plan approval shall expire three (3) years following the date
of approval, if no land-disturbing activity has been undertaken, as is required by Title 15A
NCAC 4B .0129.

Please be aware that your project will be covered by the enclosed NPDES Construction
Stormwater General Permit NCG010000. Please become familiar with all the requirements and
conditions of this permit in order to achieve compliance.

Title 15A NCAC 4B .0118(a) requires that a copy of the approved erosion control plan be on file
at the job site. Also, this letter gives the notice required by G.S. 113A-61.1(a) of our right of
periodic inspection to insure compliance with the approved plan.

Letter of Approval
Mandy Lantham
October 8, 2015
Page 2 of 3

Revised 08172012
North Carolina's Sedimentation Pollution Control Act is performance-oriented, requiring
protection of existing natural resources and adjoining properties. If, following the
commencement of this project, the erosion and sedimentation control plan is inadequate to meet
the requirements of the Sedimentation Pollution Control Act of 1973 (North Carolina General
Statute 113A-51 through 66), this office may require revisions to the plan and implementation of
the revisions to insure compliance with the Act.

Acceptance and approval of this plan is conditioned upon your compliance with Federal and
State water quality laws, regulations, and rules. In addition, local city or county ordinances or
rules may also apply to this land-disturbing activity. This approval does not supersede any other
permit or approval.

Please note that this approval is based in part on the accuracy of the information provided in the
Financial Responsibility Form, which you provided. You are requested to file an amended form
if there is any change in the information included on the form. In addition, it would be helpful if
you notify this office of the proposed starting date for this project. Please notify us if you plan to
have a preconstruction conference.

Your cooperation is appreciated.

Sincerely,
Tessa R Monday
Environmental Engineer
Land Quality Section

Enclosures: Certificate of Approval
NPDES Permit

cc: Mr. Jonathan M Rett, PE
HensonFoley Design
8712 Lindholm Dr Suite 202A, Huntersville NC 28078

NPDES File

Letter of Approval
Mandy Lantham
October 8, 2015
Page 3 of 3

Revised 08172012

MODIFICATIONS AND PERFORMANCE RESERVATIONS

Project Name: CORNWALL SOLAR CENTER
Project ID: GRANV-2016-008
County: Granville

Submit 2 copies of modifications - Provide two copies (one full size and one 11x17") of revised plans
showing all the Modifications or Performance Reservations required for approval prior to beginning any
land-disturbing activity. –

48 hour notification - Land Quality shall be formally notified a minimum of 48 hours prior to
construction beginning. -

Riparian Buffers - Approval of this erosion and sedimentation control plan does not authorize land-
disturbing activity in a riparian buffer zone that would violate 15A NCAC 02B, which regulates the
Randleman Lake watershed, Catawba, Neuse and Tar-Pamilico River Basins. –

Provide a letter from the Granville Landfill agreeing to allow Cornwall Solar to inspect, maintain or
other for the existing access road culvert and any affected areas downstream of the culvert.

Additional measures may be required - The developer is responsible for the control of sediment on-site.
If the approved erosion and sedimentation control measures prove insufficient, the developer must take
those additional steps necessary to stop sediment from leaving this site. Each sediment storage device
must be inspected after each storm event. Maintenance and/or clean out, is necessary anytime the device
is at 50% capacity. During panel construction within the basin footprint, inspect the skimmer/outlet at
the end of each work day to ensure functionality. Any loss of sediment from the Cornwall Solar Center
must be reported to Land Quality. –

CIVIL SITE PLAN PACKAGE
PROPOSED
CORNWALL
SOLAR ELECTRIC POWER PLANT
LANDFILL ROAD
OXFORD, GRANVILLE COUNTY, NC
OWNER:
GRANVILLE COUNTY
C/O LANDFILL
PO BOX 906
OXFORD, NORTH CAROLINA 27565
PH: (XXX) XXX-XXXX
VICINITY MAP
SCALE: N.T.S.
CONTENTS:COVER SHEETC1
C2
C3
C4
C5
C6
C7
C8
C9
C10
COVER SHEET
SURVEY & EX CONDITIONS
SITE PLAN
EROSION CONTROL PH 1
EROSION CONTROL PH 2
OVERALL GRADING PLAN
SKIMMER SEDIMENT BASINS PH1
SKIMMER SEDIMENT BASINS PH2
DETAILS
DETAILS
1.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES
ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING
FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY TO THE PUBLIC.
3.ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
4.SHORING WILL BE ACCORDING TO OSHA TRENCHING
STANDARDS PART 1926 SUBPART P, OR AS AMMENDED.
1-800-632-4949
AVOID UTILITY DAMAGE
CALL ULOCO
BEFORE YOU DIG
SITE
DEVELOPER:
GREEN EARTH DEVELOPERS
547 W. CHARLES ST. STE. 100
MATTHEWS, NC 28105
PH: [phone]
COPYRIGHT 2013C
10
JMR
215046
C01 - COVER.DWG
REVISIONS:
PROJECT NUMBER:
DRAWN BY:9/19/2015DATE:
FILE NAME:
SHEET OFCORNWALLSOLAR ELECTRIC POWER PLANTLANDFILL ROAD, GRANVILLE CO, NCNC ENGINEERING BOARD LISCENSE #: C-3781NC LANDSCAPE ARCHITECTURE BOARD LISCENSE #: C-399REV1 - PER CLIENT, REGRADE
REV2 - PER NCDENR CURSORY REVIEW
REV3 - 9/25/15 PER NCDENR
C01
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N/FGRANVILLE COUNTYMAP #191500244743LANDFILL ROADDB 1314 PG 324PB 37 PG 161
N/FYANCEY PROPERTIES INCMAP # 1905049403186606 CORNWALL ROADDB 649 PG 191PB 6 PG 94
N/FCHARLES & TYLETTE JONESMAP # 1905049218336566 CORNWALL ROADDB 245 PG 265
N/FTONEY MCGEE & MM WILSONMAP # 191500013742DB 580 PG 711
N/FRUTH ARMSTRONGMAP # 190504917752CORNWALL ROADDB 654 PG 622
N/FCAROLYN PITTSMAP # 190500018702DB 1085 PG 398PB 17 PG 143
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N/FMCGEE LINWOOD ET ALLMAP # 191500019857DB 1351 PG 519
N/FMCGEE LINWOOD ET ALLMAP # 19150011811DB 239 PG 258
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N/FYANCEY PROPERTIES INCMAP # 1905049403186606 CORNWALL ROADDB 649 PG 191PB 6 PG 94
N/FCHARLES & TYLETTE JONESMAP # 1905049218336566 CORNWALL ROADDB 245 PG 265
N/FTONEY MCGEE & MM WILSONMAP # 191500013742DB 580 PG 711
N/FRUTH ARMSTRONGMAP # 190504917752CORNWALL ROADDB 654 PG 622
N/FCAROLYN PITTSMAP # 190500018702DB 1085 PG 398PB 17 PG 143
WOODS
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N/FMCGEE LINWOOD ET ALLMAP # 191500019857DB 1351 PG 519
N/FMCGEE LINWOOD ET ALLMAP # 19150011811DB 239 PG 258
N/FJOSEPH MCGHEEMAP # 191500123248DB 1211 PG 259
L1L2
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N/FGRANVILLE COUNTYMAP #191500244743LANDFILL ROADDB 1314 PG 324PB 37 PG 161
WOODS
CMF
WIRE FENCEEXTENDS 40'PAST PROPERTYLINE
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12' INGRESS/EGRESSEASEMENTBK 175-268(NO EVIDENCE OF USE)
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MAP # 190504921833
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MAP # 191500013742
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MAP # 190504917752
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MAP # 191500123248
DB 1211 PG 259
L1
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MAP #191500244743
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MAP # 190504940318
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DB 649 PG 191
PB 6 PG 94
N/F
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MAP # 190504921833
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DB 245 PG 265
N/F
TONEY MCGEE & MM WILSON
MAP # 191500013742
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N/F
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MAP # 190504917752
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MAP # 190500018702
DB 1085 PG 398
PB 17 PG 143
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1ƒ



(
277.95'
CP
CP
6ƒ
:249.92'6ƒ
:490.21'LANDFILL ROAD
S.R. 1459
(60' WIDE PUBLIC R/W)
1ƒ


(
3858.10' (
G
R
O
U
N
D
)
100' CP&L
EASEMENT
AS SHOWN ONPLAT BOOK 37
PG 161
100'
30' CP&L
EASEMENT
AS PERBK 1446-356
N/F
MCGEE LINWOOD ET ALL
MAP # 191500019857
DB 1351 PG 519
N/F
MCGEE LINWOOD ET ALL
MAP # 19150011811
DB 239 PG 258
N/F
JOSEPH MCGHEE
MAP # 191500123248
DB 1211 PG 259
L1
L2L3L4L5L6
N/F
GRANVILLE COUNTY
MAP #191500244743
LANDFILL ROAD
DB 1314 PG 324
PB 37 PG 161
WOODS
CMF
WIRE FENCE
EXTENDS 40'
PAST PROPERTY
LINE
800' TO
STERL CARLINGTONROAD
YARD WASTE
DROP
12' INGRESS/EGRESS
EASEMENT
BK 175-268
(NO EVIDENCE OF USE)SURVEY / EX CONDITIONSTHIS EXISTING DATA COMPILED ON THIS SHEET WAS
PROVIDED BY OTHERS AND IS INCLUDED AS REFERENCE
ONLY
BOUNDARY SURVEY BY:
KCI ASSOCIATES
ENTITLED: "ALTA/ACSM TOPOGRAPHIC SURVEYOF
CORNWALL SOLAR CENTER 46 ACRES FOR CORNWALL
SOLAR CENTER, LLC"
DATED: 4/08/2015
TOPOGRAPHIC SURVEY BY:
BATEMAN CIVIL SURVEY COMPANY
ENTITLED: "TOPOGRAPHIC/QUANTITY SURVEY MAP
SURVEY FOR GRANVILLL COUNTY OXFORD"
DATED: 3/25/13
IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS
ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD
CONDITIONS, THE CONTRACTOR MUST NOTIFY HENSON FOLEY, INC IMMEDIATELY,
AND SHALL NOT COMMENCE OPERATION UNTIL THE CONFLICTS, DISCREPANCIES,
OR OTHER UNSATISFACTORY CONDITIONS ARE RESOLVED.
1.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES
ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING
FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY TO THE PUBLIC.
3.ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
4.SHORING WILL BE ACCORDING TO OSHA TRENCHING
STANDARDS PART 1926 SUBPART P, OR AS AMMENDED.
1-800-632-4949
AVOID UTILITY DAMAGE
CALL ULOCO
BEFORE YOU DIG
W
N
E
S
NORTH ARROW
GRAPHIC SCALE 1"=100 FT.
0 50 100 200
COPYRIGHT 2013C
10
JMR
215046
C02 - SURVEY.DWG
REVISIONS:
PROJECT NUMBER:
DRAWN BY:9/19/2015DATE:
FILE NAME:
SHEET OFCORNWALLSOLAR ELECTRIC POWER PLANTLANDFILL ROAD, GRANVILLE CO, NCNC ENGINEERING BOARD LISCENSE #: C-3781NC LANDSCAPE ARCHITECTURE BOARD LISCENSE #: C-399REV1 - PER CLIENT, REGRADE
REV2 - PER NCDENR CURSORY REVIEW
REV3 - 9/25/15 PER NCDENR
DEVELOPMENT AREA
OVERALL LANDFILL SITE
GRANVILLE COUNTY LANDFILL SITE
NTS
C02
PP
PP
PP
PP
PP
PP
PP
LP
CONCRETE
PAD
SCRAP
PILE
20' GRAVEL D
R
I
V
E
25' GRAVEL ROADCONCRETE
PAD
N/F
YANCEY PROPERTIES INC
MAP # 190504940318
6606 CORNWALL ROAD
DB 649 PG 191
PB 6 PG 94
N/F
CHARLES & TYLETTE JONES
MAP # 190504921833
6566 CORNWALL ROAD
DB 245 PG 265
N/F
TONEY MCGEE & MM WILSON
MAP # 191500013742
DB 580 PG 711
N/F
RUTH ARMSTRONG
MAP # 190504917752
CORNWALL ROAD
DB 654 PG 622
N/F
CAROLYN PITTS
MAP # 190500018702
DB 1085 PG 398
PB 17 PG 143 25' GRAVEL R
OAD
PP
GRAVEL
CONCRETE
LP
GRAVEL
FENCE
PP
1ƒ
:687.15'1ƒ
:1783.56'1ƒ


(
239.55'
1ƒ


(
277.95'
6ƒ
:249.92'6ƒ
:490.21'LANDFILL ROAD
S.R. 1459
(60' WIDE PUBLIC R/W)
1ƒ


(
3858.10'
(
G
R
O
U
N
D
)
100' CP&L
EASEMENT
AS SHOWN ON
PLAT BOOK 37
PG 161
100'
30' CP&L
EASEMENT
AS PER
BK 1446-356
N/F
MCGEE LINWOOD ET ALL
MAP # 191500019857
DB 1351 PG 519
N/F
MCGEE LINWOOD ET ALL
MAP # 19150011811
DB 239 PG 258
N/F
JOSEPH MCGHEE
MAP # 191500123248
DB 1211 PG 259
L1
L2L3L4L5L6
N/F
GRANVILLE COUNTY
MAP #191500244743
LANDFILL ROAD
DB 1314 PG 324
PB 37 PG 161
WIRE FENCE
EXTENDS 40'
PAST PROPERTY
LINE
12' INGRESS/EGRESS
EASEMENT
BK 175-268
(NO EVIDENCE OF USE)
50' SETBA
C
K
50' SETBACK
6' SECURITY FENCE
W/ BARBED WIRE
25' SET
B
A
C
K
20 FT GRAVEL
VEHICULAR ACCESS.
EXISTING CONCRETE PAD
75' SETBACK LANDFILL ROAD75' SETBACK LANDFILL ROADEXISTING WOODED AREA
TO REMAIN UNDISTURBED
6' SECURITY FENCE
WITH BARBED WIRE
EX CONCRETE
PAD
24' ACCESS GATE
25' BUFFER
OUTSIDE FENCE
SUB-ARRAY B
SUB-ARRAY C
SUB-ARRAY A INVERTER
INVERTER
20 FT GRAVEL VEHICULAR ACCESS
25' BUFFER

1
25'
BUFFER
25' BUFFER
EX CP
&
L

R
I
G
H
T

O
F

W
A
Y25'50' SETBACK
EXISTING GRAVEL DRIVE
6' SECURITY FENCE
W/ BARBED WIRE
6' SECURITY FENCE
W/ BARBED WIRE
PRESERVE/PROTECT EXISTING
TREES FOR 25' BUFFER
PRESERVE/PROTECT EXISTING
TREES FOR 25' BUFFER
6' SECURITY FENCE
W/ BARBED WIRE
25' BUFFER
SEE DETAIL
R30'
EXISTING LANDFILL
ROAD
INVERTER20 FT GRAVEL VEHICULAR ACCESS25' BUFFER 325' BUFFER 3
25' BU
F
F
E
R

3
25'
BUFFER 125' BUFFER
125' BUFFER 3PV ARRAYS
PV ARRAYS
6' SECURITY FENCE
WITH BARBED WIRE 25'100'
6' SECURITY FENCE
WITH BARBED WIRE
LOBLOLLY PINE 12' OC
ABELIA - 5' OC
10'100'
6' SECURITY FENCE
WITH BARBED WIRE
SITE PLANW
N
E
S
NORTH ARROW
GRAPHIC SCALE 1"=100 FT.
0 50 100 200
COPYRIGHT 2013C
10
JMR
215046
C03 - SITE PLAN.DWG
REVISIONS:
PROJECT NUMBER:
DRAWN BY:9/19/2015DATE:
FILE NAME:
SHEET OFCORNWALLSOLAR ELECTRIC POWER PLANTLANDFILL ROAD, GRANVILLE CO, NCNC ENGINEERING BOARD LISCENSE #: C-3781NC LANDSCAPE ARCHITECTURE BOARD LISCENSE #: C-399REV1 - PER CLIENT, REGRADE
REV2 - PER NCDENR CURSORY REVIEW
REV3 - 9/25/15 PER NCDENR
C03
BUFFERYARD SCREENING DETAIL 32-264 (2)
GRANVILLE COUNTY LAND DEVELOPMENT ORDINANCE
NOTES:
1. BUFFER IS 25 FT IN WIDTH
FROM SECTION 32-264
1. BUFFER STRIP SHALL CONSIST OF A PLANTED STRIP WHICH SHALL BE A MINIMUM OF 25 FT IN WIDTH
SHALL BE COMPRISED OF EVERGREEN SHRUBS AND/OR TREES SUCH THAT AT LEAST TWO ROWS OF
COVERAGE SHALL BE PROVIDED FROM THE GROUND TO A HEIGHT OF FOUR FEET WHEN PLANTED.
2. IF A NATURAL SCREEN IS ALREADY IN PLACE WHICH WILL ADEQUATELY FULFILL THE PURPOSE OF
THE BUFFER STRIP, THE ZONING ADMINISTRATOR MAY, IN WRITING ALLOW A SUBSTITUTION OF ALL
OR PART OF THIS SCREEN FOR THE BUFFER STRIP. WRITTEN PERMISSION SHALL BE OBTAINED
BEFORE REMOVING ANY EXISTING NATURAL BUFFER.
GRANVILLE
COUNTY ~ 25*VACANT
PIN #OWNER
SITE ADDRESS: 6595 LANDFILL ROAD, GRANVILLE COUNTY, NC
EXISTING PARCEL DATA
NTS
ZONING PARCEL ACREAGE PROJECT ACREAGE LAND USE
191500244743 AR-40 397.76 AC
GRANVILLE GIS
FEMA FLOOD MAP: 3720191500J AND 3720190500J
SETBACKS
FRONT
ZONING
AR-40
SIDE
REAR
50'
15'
25'
LAND DEV. ORDINANCE
25' BUFFERSEC. 32-264
SEC. 32-163 (7)HEIGHT 25'
* SPECIAL USE PERMIT GRANVILLE COUNTY JUNE 3, 2013
1.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES
ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING
FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY TO THE PUBLIC.
3.ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
4.SHORING WILL BE ACCORDING TO OSHA TRENCHING
STANDARDS PART 1926 SUBPART P, OR AS AMMENDED.
1-800-632-4949
AVOID UTILITY DAMAGE
CALL ULOCO
BEFORE YOU DIG
SCREENING DETAIL: 32-163 (3) FENCES
GRANVILLE COUNTY LAND DEVELOPMENT CODE
NOTES:
1. BUFFER IS TO BE PROVIDED WHERE EXISTING VEGETATION IS TO BE PRESERVED.
FROM SECTION 32-163 (3) FENCES (C)
1. IF BARBED WIRE IS NECESSARY A DOUBLE ROW OF SHRUBS SHALL BE PLANTED, EACH
ROW INSTALLED 3 FT ON CENTER AND MAINTAINED AT THE FENCE HEIGHT.
NTS
1
2
6 FT CHAINLINK SECURITY FENCE WITH 2' OF BARBED WIRE
NTS
LANDSCAPE NOTES:
PER SPECIAL USE PERMIT:
1. PROVIDE LANDSCAPE SCREENING PER DETAIL 2 OUTSIDE THE ENTIRE PERIMETER OF THE SECURITY
FENCE. GRANVILLE LAND DEVELOPMENT CODE 32-163.
2. 25' BUFFER PROVIDED FOR NORTHERN, WESTERN AND SOUTHERN BOUNDARY LINE AND
INCLUDING AN AREA ALONG LANDFILL ROAD SOUTH OF THE ARRAYS. EXISTING VEGETATION WILL
PROVIDE THE BULK OF THE REQUIRED PLANTINGS. LANDSCAPE SCREENING PER DETAIL 1 WILL BE
REQUIRED TO BE ADDITIONAL TO EXISTING AREAS WITHIN THE BUFFER DETERMINED TO BE
INSUFFICIENT TO SATISFY THE REQUIREMENTS.
3. PROVIDE LANDSCAPE SCREENING WITH A COMBINATION OF DETAIL 1 AND DETAIL 2 IN 25'
SETBACK WITH THE CP&L EASEMENT AND 25' BUFFER ALONG LANDFILL ROAD SHOWN AS 25' FROM
THE SECURITY FENCE.
4. CONTRACTOR TO DETERMINE A WATER SOURCE FOR PLANTINGS FOR DURATION OF TIME TO ESTABLISH
SCREENING.
5. THE CONTRACTOR FOR EACH INDIVIDUAL TRADE SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES,
AND RIGHT-OF-WAY, PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS.
6. THE CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKERS AND THE PUBLIC SHALL BE
PROTECTED FROM INJURY.
7. DO NOT SCALE DRAWING FOR ACTUAL DIMENSIONS, AS IT IS A REPRODUCTION AND SUBJECT TO
DISTORTION.6'8'SITE NOTES:
1. SOLAR ARRAY DESIGN AND CONFIGURATION FOR THE PERFORMANCE AND PURPOSE OF
HARNESSING AND DISTRIBUTING ELECTRICITY PROVIDED BY GREEN EARTH DEVELOPERS, ITS
AFFILIATES, SUBSIDIARIES AND PARENT COMPANIES.
2. BEARINGS AND DISTANCES ARE PROVIDED FOR OVERALL ARRAY PLACEMENT ON THE SITE
AND ARE SUBJECT TO APPROVALS/CONFIRMATIONS BY GREEN EARTH DEVELOPERS, ITS
AFFILIATES, SUBSIDIARIES AND PARENT COMPANIES.
3. BEARINGS AND DISTANCES ARE PROVIDED TO ASSIST IN PLACEMENT OF ARRAYS WITHIN THE
BOUNDARIES AND REQUIRED ZONING SETBACKS OF THE SITE AS WELL AS AVOIDING OBSTACLES
AND ENVIRONMENTALLY SENSITIVE AREAS.
4. OUTLINE OF THE SUBARRAYS BASED ON THE ARRAY LAYOUT PROVIDED BY GREEN EARTH
DEVELOPERS HAS BEEN ESTABLISHED BUT NOT SHOWN ON THESE PLANS.
5. HENSONFOLEY UNDERSTANDS THAT ARRAY DESIGN AS PROVIDED BY GREEN EARTH
DEVELOPERS, ITS AFFILIATES, SUBSIDIARIES AND PARENT COMPANIES. HAS SPECIFICATIONS SUCH
AS PANEL SEPARATIONS AND PANEL HEIGHTS AND PANEL ORIENTATIONS THAT ARE TO BE
ADHERED TO.
6. SURVEYOR TASKED WITH CONSTRUCTION STAKING OF THE IMPROVEMENTS: PRIOR TO
STAKING ARRAYS NEEDS CONFIRMATION FROM GREEN EARTH DEVELOPERS, ITS AFFILIATES,
SUBSIDIARIES AND PARENT COMPANIES THAT ARRAY CONFIGURATION AS SHOWN ON THESE
PLANS IS AS INTENDED. PROVIDE ENGINEER WITH CONFIRMATION.
7. BEARINGS AND DISTANCES ARE FROM ESTABLISHED PROPERTY LINES, EASEMENTS AND OTHER
FIELD LOCATED EXISTING IMPROVEMENTS FROM SURVEY AS SHOWN IN THIS PLAN SET.
DIMENSIONS FROM THE OUTER EDGE OF THE ARRAY ARE ORTHOGONAL TO THE PROPERTY LINE.
8. SIX FOOT HIGH SECURITY FENCE SET TO PROVIDE MIN 20' WIDTH FOR VEHICULAR ACCESS
BETWEEN OUTER EDGE OF ARRAY AND FENCE FOR MAINTENANCE ACCESS.
9. HENSONFOLEY MAKES NO ASSERTIONS THAT THIS DEVELOPMENT IS TO IMPEDE PROPERTY
OWNER'S ACCESS TO OTHER UNUSED AREAS OF HIS PROPERTY AS A RESULT.
10. "HOME RUN" ALIGNMENT WITHIN THE LIMITS OF THE GRAVEL ACCESS ROAD AS WELL AS
CONNECTION TO EXISTING UTILITY BY GREEN EARTH DEVELOPERS, ITS AFFILIATES, SUBSIDIARIES
AND PARENT COMPANIES. CONSULT GREEN EARTH DEVELOPERS FOR PROVISIONS FOR DEPTH,
DITCH CROSSINGS, CONDUIT SIZING AND ROAD CROSSING FOR CONNECTION TO EXISTING
UTILITY.
LIMITS OF
DISTURBANCE
SILT FENCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
CONSTRUCTION
ENTRANCE
PP
PP
PP
PP
PP
PP
PP
LP
CONCRETE
PAD
SCRAP
PILE
20' GRAVEL D
R
I
V
E
25' GRAVEL ROAD12' DIRT DRIVE
12' DI
R
T
D
RI
V
E
CONCRETE
PAD
N/F
YANCEY PROPERTIES INC
MAP # 190504940318
6606 CORNWALL ROAD
DB 649 PG 191
PB 6 PG 94
N/F
CHARLES & TYLETTE JONES
MAP # 190504921833
6566 CORNWALL ROAD
DB 245 PG 265
N/F
TONEY MCGEE & MM WILSON
MAP # 191500013742
DB 580 PG 711
N/F
RUTH ARMSTRONG
MAP # 190504917752
CORNWALL ROAD
DB 654 PG 622
N/F
CAROLYN PITTS
MAP # 190500018702
DB 1085 PG 398
PB 17 PG 143 25' GRAVEL R
OAD
SHED
SHED
GARAGE
PP
FRAMEBLDG
SHED
GRAVEL
CONCRETE
LP
TRUCKSCALE
A
S
H
P
A
L
T
GRAVEL
ASPHALT ROAD
FENCE
PP
1ƒ
:687.15'1ƒ
:1783.56'1ƒ


(
239.55'
1ƒ


(
277.95'
6ƒ
:249.92'6ƒ
:490.21'LANDFILL ROAD
S.R. 1459
(60' WIDE PUBLIC R/W)
1ƒ


(
3858.10'
(
G
R
O
U
N
D
)
100' CP&L
EASEMENT
AS SHOWN ON
PLAT BOOK 37
PG 161
100'
30' CP&L
EASEMENT
AS PER
BK 1446-356
N/F
MCGEE LINWOOD ET ALL
MAP # 191500019857
DB 1351 PG 519
N/F
MCGEE LINWOOD ET ALL
MAP # 19150011811
DB 239 PG 258
N/F
JOSEPH MCGHEE
MAP # 191500123248
DB 1211 PG 259
L1
L2L3L4L5L6
N/F
GRANVILLE COUNTY
MAP #191500244743
LANDFILL ROAD
DB 1314 PG 324
PB 37 PG 161
WIRE FENCE
EXTENDS 40'
PAST PROPERTY
LINE
800' TO
STERL CARLINGTON
ROAD
12' INGRESS/EGRESS
EASEMENT
BK 175-268
(NO EVIDENCE OF USE)
LIMITS OF
DISTURBANCE
SKIMMER SEDIMENT
BASIN 1
DA=5.6 AC
DIST AREA=4.90 AC
EX 24" PIPE
INV IN=504.63
INV OUT=503.47
EX DRIVE
EX 15" CPP
LIMITS OF
DISTURBANCE
506507508508
LIMITS OF
DISTURBANCE
SILT FENCE
SKIMMER SEDIMENT
BASIN 2
DA=11.8 AC PH 1
DA=17.4 AC PH 2
DIST AREA=10.00 AC
SKIMMER SEDIMENT BASIN 3
WITH CONCRETE RISER
DRAIN AREA=27 AC
DIST AREA=11.6 AC
SEE SHEET C07
PLACE HALF RING
INLET PROTECTION PRIOR
TO PLACEMENT OF RISER
12" CPP
4" SKIMMER
LIMITS OF
DISTURBANCE
514514
508
507
510 511
508
507
509 510
507508509507510PRECAST CONCRETE STRUCTURE
6.5' X 6.5 ID
TOP ELEV=509.00
INV OUT=505.00
SKIMMER INLET=505.00
510
509
513
EROSION CONTROL PHASE 1W
N
E
S
NORTH ARROW
GRAPHIC SCALE 1"=100 FT.
0 50 100 200
BEFORE YOU DIG
CALL ULOCO
AVOID UTILITY DAMAGE
1-800-632-4949
1.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING
CONSTRUCTION.
2.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY TO
THE PUBLIC.
3.ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
4.SHORING WILL BE ACCORDING TO OSHA TRENCHING
STANDARDS PART 1926 SUBPART P, OR AS AMMENDED.
GENERAL NOTES:
1.NO ON-SITE BURIAL FOR DEBRIS.
2.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE EROSION
CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
3.GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF
THE EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
4.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF
THE EROSION CONTROL INSPECTOR.
5.ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH N.C. EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE, U.S. SOIL
CONSERVATION SERVICE.
6.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND
STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE NCDENR
EROSION INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF
CONSTRUCTION.
7.STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE
EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART
OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN.
8.EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE COMMENCEMENT OF
ANY SITE WORK OR EARTHWORK OPERATIONS, SHALL BE MAINTAINED DURING CONSTRUCTION, AND SHALL
REMAIN IN PLACE UNTIL ALL SITE WORK IS COMPLETE AND GROUND COVER IS ESTABLISHED.
9.STOCKPILES SHALL BE SURROUNDED ON THEIR PERIMETERS WITH SILT FENCES TO PREVENT AND/OR CONTROL
SILTATION AND EROSION.
10.TOPS OF STOCKPILES SHALL BE COVERED IN SUCH A MANNER THAT STORMWATER DOES NOT INFILTRATE THE
MATERIALS AND THEREBY RENDER THE STOCKPILE UNSUITABLE FOR FILL USE.
11.ALL DISTURBED OR EXPOSED AREAS SUBJECT TO EROSION SHALL BE STABILIZED WITH MULCH OR SEEDED FOR
TEMPORARY VEGETATIVE COVER. NO AREA SUBJECT TO EROSION SHALL BE LEFT DISTURBED AND
UNSTABILIZED FOR PERIODS LONGER THAN IS ABSOLUTELY NECESSARY TO CARRY OUT THAT PORTION OF THE
CONSTRUCTION WORK OR SIX MONTHS AFTER SOIL HAS BEEN DISTURBED WHICHEVER IS LESS.
12.INLET/OUTLET PROTECTION SHALL BE REQUIRED FOR ALL CULVERTS/PIPES/INLETS/OUTLETS LOCATED WITHIN
THE AREA OF DISTURBANCE UNTIL THE SITE IS FULLY STABILIZED.
13.ROCK CHECK DAMS SHALL BE CONSTRUCTED AT ALL EXISTING & PROPOSED CATCH BASINS LOCATED IN FILL
AREAS & SUBJECT TO STORMWATER RUN-OFF FROM PROPOSED FILL AREAS DURING CONSTRUCTION, OR AS
DIRECTED BY THE OWNER/ENGINEER. NO SEDIMENTS SHALL ENTER THE ON-SITE OR OFF-SITE DRAINAGE
SYSTEMS AT ANY TIME.
14.ALL PROPOSED SLOPES STEEPER THAN 3:1 SHALL BE STABILIZED WITH EROSION CONTROL MATTING S75 OR AN
APPROVED EQUIVALENT BY THE ENGINEER AND PROTECTED FROM EROSION.
15.DISPOSAL OF ALL DEMOLISHED MATERIALS IS THE RESPONSIBILITY OF THE CONTRACTOR AND MUST BE TAKEN
OFF-SITE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL MUNICIPAL REQUIREMENTS.
16.THE AREA OR AREAS OF ENTRANCE AND EXIT TO AND FROM THE SITE SHALL BE MAINTAINED IN A CONDITION
WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO ADJACENT RIGHTS-OF-WAY. ALL
SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO ADJACENT RIGHT-OF-WAY MUST BE REMOVED
IMMEDIATELY.
17.SEDIMENT BASIN SLOPES SHALL BE STABILIZED AND SEEDED IMMEDIATELY AFTER CONSTRUCTION.
18.TEMPORARY DIVERSIONS SHOULD BE USED AT THE END OF EACH WORKING DAY TO DIVERT STORMWATER
AWAY FROM 2:1 SLOPES AND TOWARD THE SEDIMENT CONTROL BMP'S TO THE GREATEST EXTEND POSSIBLE.
x PERIMETER DIKES, SWALES, DITCHES,
AND SLOPES
x HIGH QUALITY WATER (HQW) ZONES
x SLOPES STEEPER THAN 3:1
x SLOPES 3:1 OR FLATTER
x ALL OTHER AREAS WITH SLOPES
FLATTER THAN 4:1
7
7
7
14
14
NONE
NONE
IF SLOPES ARE 10' OR LESS IN LENGTH
AND ARE NOT STEEPER THAN 2:1, 14
DAYS ARE ALLOWED
7 DAYS FOR SLOPES GREATER THAN
50 FEET IN LENGTH
NONE
(EXCEPT FOR PERIMETERS AND
HQW ZONES)
SITE AREA
DESCRIPTION
STABILIZATION
TIME FRAME
STABILIZATION TIME
FRAME EXCEPTIONS
* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR
OTHER SITE-SPECIFIC CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE" (SECTION II.B (2)(b))
GROUND STABILIZATION REQUIREMENTS
(PER NPDES CONSTRUCTION STORMWATER GENERAL PERMIT NCG010000)
CONSTRUCTION SEQUENCE:
1.OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM NCDENR.
2.SET UP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH EROSION CONTROL INSPECTOR OF NCDENR TO
DISCUSS EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY
LAND DISTURBING ACTIVITY IS A VIOLATION OF CODE AND IS SUBJECT TO A FINE.
3.3. INDICATE LIMITS OF DISTURBANCE/TREE PROTECTION. INSTALL SILT FENCE, CONSTRUCTION ENTRANCE,
SKIMMER SEDIMENT BASINS, DIVERSION DITCHES, AND OTHER MEASURES AS SHOWN ON PLANS, CLEARING ONLY
AS NECESSARY TO INSTALL THESE DEVICES. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE N. C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U. S. DEPT.
OF AGRICULTURE, AND NCDENR LAND DEVELOPMENT STANDARDS MANUAL.
4.CALL FOR ON-SITE INSPECTION BY INSPECTOR. WHEN APPROVED, INSPECTOR ISSUES THE GRADING PERMIT AND
CLEARING MAY BEGIN.
5.CLEAR AND GRUB IN AREAS SHOWN. MAINTAIN EROSION CONTROL DEVICES THROUGHOUT CLEARING
OPERATION
6.BRING SITE TO FINISHED GRADE AND INSTALL SECURITY FENCING AS SHOWN ON SITE PLAN.
7.SEED ALL DISTURBED AREAS OUTSIDE ARRAY ACCESS AISLES.
8.PROCEED WITH INSTALLATION OF ARRAY AND ASSOCIATED EQUIPMENT.
9.MAINTAIN EROSION CONTROL MEASURES THROUGHOUT CONSTRUCTION.
10.UPON COMPLETION OF CONSTRUCTION, REMOVE TEMPORARY FENCING AND LOGGING MATS. INSTALL AND
SEED PERMANENT GRASS DRIVE
11.INSTALL LANDSCAPE BUFFER.
12.SEED AND STABILIZE ALL REMAINING DISTURBED AREAS.
13.MONITOR SEDIMENT RUNOFF AS REQUIRED. PROVIDE MAINTENANCE AND MAINTENANCE LOG AS REQUIRED.
CLEAN SEDIMENT FROM SILT FENCE AND SEDIMENT TRAP AS REQUIRED BY NCDENR STANDARDS.
14.ONCE SITE IS STABILIZED AND WITH PERMISSION OF EROSION CONTROL INSPECTOR EROSION CONTROL MEASURES
CAN BE REMOVED AND STABILIZED.
NOTE:
PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR
DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
COPYRIGHT 2013C
10
JMR
215046
C04 - EROSION PH 1.DWG
REVISIONS:
PROJECT NUMBER:
DRAWN BY:9/19/2015DATE:
FILE NAME:
SHEET OFCORNWALLSOLAR ELECTRIC POWER PLANTLANDFILL ROAD, GRANVILLE CO, NCNC ENGINEERING BOARD LISCENSE #: C-3781NC LANDSCAPE ARCHITECTURE BOARD LISCENSE #: C-399REV1 - PER CLIENT, REGRADE
REV2 - PER NCDENR CURSORY REVIEW
REV3 - 9/25/15 PER NCDENR
EROSION CONTROL NOTES:
1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS.
2.TOTAL DISTURBED AREA = 25.0 AC.
3. NO DISRUPTION OF LANDFILL DAILY OPERATIONS IS PERMITTED. CONTRACTOR TO COORDINATE WITH
GRANVILLE COUNTY LANDFILL TO ACCOMMODATE:
A. PARKING FOR CONSTRUCTION CREWS
B. MATERIAL STORAGE
3.SEE SKIMMER GRADING SHEETS FOR OUTLETS OF TEMPORARY DITCHES INTO SKIMMER BASINS. BASINS REQUIRED
TO HAVE CONCENTRATED FLOW THROUGH BAFFLES TO PREVENT SHORT CIRCUITING.
C04
CORNWALL SOLAR CENTER
EROSION CONTROL NARRATIVE:
1.EXISTING SITE WHERE SOLAR CENTER IS PROPOSED IS AN SOIL BORROW AREA FOR THE LANDFILL. SOIL BORROW
OPERATION CEASED PRIOR TO PERMITTING.
2.SITE TO BE COMPLETELY RE-GRADED TO ACCOMMODATE RACKING SYSTEM FOR THE PV PANELS.
3.SITE LOCATION IS SUBJECT TO SIGNIFICANT OFFSITE DRAINAGE AREA.
4.SITE HAS THREE OUTLET AREAS THAT REQUIRE PROTECTION FROM SEDIMENT PROTECTION.
5.ONCE SKIMMER BASINS ARE INSTALLED IN THE FIRST PHASE ANY LOW AREA OR AREA WITH PONDING WATER IS
TO BE BREACHED TO ALLOW GRAVITY FLOW OR PUMPED TO THE NEAREST BASIN. PROVIDE MAXIMUM
OVERLAND FLOW LENGTH FOR EFFLUENT FOR EITHER METHOD OF DRAWDOWN. MONITOR SKIMMER SEDIMENT
BASINS DURING OPERATION. DO NOT ALLOW SKIMMER BASINS TO BE OVERBURDENED DURING THIS EXCERCISE.
STAGE THIS OPERATION TO PERFORM DURING DRY, NON OVERCAST PERIODS.
6.EROSION CONTROL INTENT IS TO PROTECT THE THREE IDENTIFIED OUTLET AREAS WITH SKIMMER SEDIMENT BASINS.
SKIMMER SEDIMENT BASIN 1 WILL BE REMOVED FOR THE SECOND PHASE OF GRADING. SEE NOTE BELOW.
SKIMMER SEDIMENT BASIN 1 DRAINAGE IS INTENDED TO BE DIRECTED TO SKIMMER SEDIMENT BASIN 2 AS THAT
AREA OF THE SITE IS BROUGHT TO GRADE.
SKIMMER BASINS:
NOTES:
THE SOLAR REQUIREMENTS FOR THIS SITE DO NOT PROVIDE ADEQUATE ROOM FOR SKIMMER BASINS TO BE
PLACED OUTSIDE OF CONSTRUCTION ACTIVITY. CONSTRUCTION ACTIVITY WILL BE REQUIRED INSIDE ACTIVE
SKIMMER BASINS. NCDENR IS ALLOWING THIS MODIFICATION. CONTACT NCDENR PRIOR TO WORK WITHIN THE
SKIMMER SEDIMENT BASINS. STAGE CONSTRUCTION OF THE ARRAYS WITHIN THE BASINS TO DRY, NON
OVERCAST PERIODS. DURING PANEL CONSTRUCTION WITHIN SKIMMER BASIN FOOTPRINT, SKIMMER AND
OUTLET MUST BE INSPECTED AT THE END OF EACH WORKING DAY FOR OPERABILITY.
*** CONTRACTOR IS RESPONSIBLE FOR REMEDIATION OF SEDIMENT TRANSPORT BEYOND THE LIMITS OF
DISTURBANCE AS SHOWN ON THIS PLAN. REMEDIATION, IF NECESSARY, MUST BE AGREED UPON BY LANDFILL
MANAGEMENT, NCDENR AND CONTRACTOR.
SKIMMER BASIN 1
1.SKIMMER BASIN TO BE COMPLETED IN THE FIRST PHASE PRIOR TO ANY GRADING ACTIVITY.
2.SKIMMER BASIN TO REMAIN ACTIVE UNTIL SUCH A TIME DURING GRADING THE CONTRIBUTING DRAINAGE AREA
CAN BE ROUTED TO SKIMMER SEDIMENT BASIN 2.
3.DO NOT REMOVE SKIMMER BASIN WITHOUT PERMISSION OF NCDENR AND PHASE 2 EROSION CONTROL OUTLET
STRUCTURES IN PLACE.
SKIMMER BASIN 2
1.SKIMMER BASIN TO BE COMPLETED IN THE FIRST PHASE PRIOR TO ANY GRADING ACTIVITY.
2.SKIMMER BASIN DESIGNED FOR MAX DRAINAGE AREA CONTRIBUTING DURING PHASE 2 OF EROSION CONTROL.
3.SURFACE AREA REQUIREMENTS FOR SKIMMER BASIN REQUIRE BASIN TO BE PLACED IN FOOTPRINT OF ARRAY. SEE
NOTE ABOVE PERTAINING TO WORKING WITHIN ACTIVE SKIMMER BASINS.
4.ENSURE POROUS BAFFLE PLACEMENT CAN BE MAINTAINED THROUGHOUT THE REQUIRED LIFE OF THE SEDIMENT
BASIN AND DOES NOT CONFLICT WITH RACKING SYSTEM.
SKIMMER BASIN 3
1.SKIMMER BASIN TO BE COMPLETED IN THE FIRST PHASE PRIOR TO ANY GRADING ACTIVITY. PLACE INLET
PROTECTION FOR EXISTING 60" RCP PRIOR TO CONSTRUCTION OF SKIMMER SEDIMENT BASIN.
2.SURFACE AREA REQUIREMENTS FOR SKIMMER BASIN REQUIRE BASIN TO BE PLACED IN FOOTPRINT OF ARRAY. SEE
NOTE ABOVE PERTAINING TO WORKING WITHIN ACTIVE SKIMMER BASINS.
3.ENSURE POROUS BAFFLE PLACEMENT CAN BE MAINTAINED THROUGHOUT THE REQUIRED LIFE OF THE SEDIMENT
BASIN AND DOES NOT CONFLICT WITH RACKING SYSTEM.
4.MAXIMUM DEPTH OF SKIMMER BASIN IS 1FT WITH 1 FT OF FREEBOARD TO TOP OF DAM.
5.PERMANENT SECURITY FENCE CANNOT BE CONSTRUCTED IN ACTIVE SEDIMENT BASIN. TEMPORARY FENCE TO BE
CONSTRUCTED OUTSIDE OF BASIN UNTIL SITE IS STABILIZED AND BASIN IS NO LONGER NEEDED.
6.ONCE BASIN IS STABILIZED, CONCRETE RISER TO BE RETROFITTED TO ALLOW FOR STORM DRAINAGE TO PASS.
RISER TOP NEEDS TO BE RESET AT ELEVATION 507. RISER TOP TO BE FITTED WITH AN OPEN THROATED CATCH BASIN
INLET, NCDOT STD. 840.04.
6' SECURITY FENCE
W/ BARBED WIRE
SKIMMER SEDIMENT
BASIN 2
WITH RISER
DA=39 AC
DIST AREA=19.1 AC
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
PP
PP
PP
PP
PP
PP
PP
LP
CONCRETE
PAD
SCRAP
PILE
20' GRAVEL D
R
I
V
E
25' GRAVEL ROADIPF
CONCRETE
PAD
IPF
IPF
IPF IPF IPF
IPF IPF
IPF
IPF
AXLE
N/F
GRANVILLE COUNTY
MAP #191500244743
LANDFILL ROAD
DB 1314 PG 324
PB 37 PG 161
N/F
YANCEY PROPERTIES INC
MAP # 190504940318
6606 CORNWALL ROAD
DB 649 PG 191
PB 6 PG 94
N/F
CHARLES & TYLETTE JONES
MAP # 190504921833
6566 CORNWALL ROAD
DB 245 PG 265
N/F
TONEY MCGEE & MM WILSON
MAP # 191500013742
DB 580 PG 711
N/F
RUTH ARMSTRONG
MAP # 190504917752
CORNWALL ROAD
DB 654 PG 622
N/F
CAROLYN PITTS
MAP # 190500018702
DB 1085 PG 398
PB 17 PG 143 25' GRAVEL R
OAD
SHED
SHED
GARAGE
PP
FRAMEBLDG
SHED
GRAVEL
CONCRETE
LP
TRUCKSCALE
A
S
H
P
A
L
T
GRAVEL
ASPHALT ROAD
FENCE
PP
1ƒ
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239.55'
1ƒ


(
277.95'
CP
CP
6ƒ
:249.92'6ƒ
:490.21'LANDFILL ROAD
S.R. 1459
(60' WIDE PUBLIC R/W)
1ƒ


(
3858.10'
(
G
R
O
U
N
D
)
100' CP&LEASEMENT
AS SHOWN ON
PLAT BOOK 37
PG 161
100'
30' CP&L
EASEMENT
AS PER
BK 1446-356
N/F
MCGEE LINWOOD ET ALL
MAP # 191500019857
DB 1351 PG 519
N/F
MCGEE LINWOOD ET ALL
MAP # 19150011811
DB 239 PG 258
N/F
JOSEPH MCGHEE
MAP # 191500123248
DB 1211 PG 259
L1
L2L3L4L5L6
N/F
GRANVILLE COUNTY
MAP #191500244743
LANDFILL ROAD
DB 1314 PG 324
PB 37 PG 161
CMF
WIRE FENCE
EXTENDS 40'
PAST PROPERTY
LINE
800' TO
STERL CARLINGTON
ROAD
YARD WASTE
DROP
12' INGRESS/EGRESS
EASEMENT
BK 175-268
(NO EVIDENCE OF USE)
PP
PP
PP
PP
PP
PP
PP
LP
CONCRETE
PAD
SCRAP
PILE
20' GRAVEL D
R
I
V
E
25' GRAVEL ROADIPF
CONCRETE
PAD
IPF
IPF
IPF IPF IPF
IPF IPF
IPF
IPF
AXLE
N/F
GRANVILLE COUNTY
MAP #191500244743
LANDFILL ROAD
DB 1314 PG 324
PB 37 PG 161
N/F
YANCEY PROPERTIES INC
MAP # 190504940318
6606 CORNWALL ROAD
DB 649 PG 191
PB 6 PG 94
N/F
CHARLES & TYLETTE JONES
MAP # 190504921833
6566 CORNWALL ROAD
DB 245 PG 265
N/F
TONEY MCGEE & MM WILSON
MAP # 191500013742
DB 580 PG 711
N/F
RUTH ARMSTRONG
MAP # 190504917752
CORNWALL ROAD
DB 654 PG 622
N/F
CAROLYN PITTS
MAP # 190500018702
DB 1085 PG 398
PB 17 PG 143 25' GRAVEL R
OAD
SHED
SHED
GARAGE
PP
FRAMEBLDG
SHED
GRAVEL
CONCRETE
LP
TRUCKSCALE
A
S
H
P
A
L
T
GRAVEL
ASPHALT ROAD
FENCE
PP
1ƒ
:687.15'1ƒ
:1783.56'1ƒ


(
239.55'
1ƒ


(
277.95'
CP
CP
6ƒ
:249.92'6ƒ
:490.21'LANDFILL ROAD
S.R. 1459
(60' WIDE PUBLIC R/W)
1ƒ


(
3858.10'
(
G
R
O
U
N
D
)
100' CP&LEASEMENT
AS SHOWN ON
PLAT BOOK 37
PG 161
100'
30' CP&L
EASEMENT
AS PER
BK 1446-356
N/F
MCGEE LINWOOD ET ALL
MAP # 191500019857
DB 1351 PG 519
N/F
MCGEE LINWOOD ET ALL
MAP # 19150011811
DB 239 PG 258
N/F
JOSEPH MCGHEE
MAP # 191500123248
DB 1211 PG 259
L1
L2L3L4L5L6
N/F
GRANVILLE COUNTY
MAP #191500244743
LANDFILL ROAD
DB 1314 PG 324
PB 37 PG 161
CMF
WIRE FENCE
EXTENDS 40'
PAST PROPERTY
LINE
800' TO
STERL CARLINGTON
ROAD
YARD WASTE
DROP
12' INGRESS/EGRESS
EASEMENT
BK 175-268
(NO EVIDENCE OF USE)
SILT FENCE
OUTLET
LIMITS OF
DISTURBANCE
SILT FENCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
SILT FENCE
SKIMMER SEDIMENT
BASIN 2
DA=11.8 AC PH 1
DA=17.4 AC PH 2
DIST AREA=10.00 AC
SEE SHEET C07
EX 24" RCP515509510514515513514
514
512
510
516
514
507513508
507
510
511 5175165155175165155145135
1
2
517
513
511525
520525
514
512
508
511506509
508
512514515516518519520522523515525513
513
512
SKIMMER SEDIMENT BASIN 3
WITH PRECAST CONCRETE RISER
PHASE 2 DRAIN AREA=27 AC
DIST AREA=11.6 AC
SEE SHEET C07
CONSTRUCTION
ENTRANCE262'126'
LIMITS OF
DISTURBANCE
RIP RAP APRON
SILT FENCE
507
507508509
5095106' SECURITY FENCE
PRECAST CONCRETE STRUCTURE
6.5' X 6.5 ID
TOP ELEV=509.00
INV OUT=504.63
SKIMMER INLET=505.00
4" SKIMMER
15" RCP
4" SKIMMER
510514510 510512511
510 TEMPORARY SECURITY FENCE
CONCRETE
WASHOUT
CONCRETE
WASHOUT
CONCRETE
WASHOUT
EROSION CONTROL PHASE 2W
N
E
S
NORTH ARROW
GRAPHIC SCALE 1"=100 FT.
0 50 100 200
BEFORE YOU DIG
CALL ULOCO
AVOID UTILITY DAMAGE
1-800-632-4949
1.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING
CONSTRUCTION.
2.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY TO
THE PUBLIC.
3.ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
4.SHORING WILL BE ACCORDING TO OSHA TRENCHING
STANDARDS PART 1926 SUBPART P, OR AS AMMENDED.
GENERAL NOTES:
1.NO ON-SITE BURIAL FOR DEBRIS.
2.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE EROSION
CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
3.GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF
THE EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
4.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF
THE EROSION CONTROL INSPECTOR.
5.ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH N.C. EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE, U.S. SOIL
CONSERVATION SERVICE.
6.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND
STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE NCDENR
EROSION INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF
CONSTRUCTION.
7.STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE
EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART
OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN.
8.EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE COMMENCEMENT OF
ANY SITE WORK OR EARTHWORK OPERATIONS, SHALL BE MAINTAINED DURING CONSTRUCTION, AND SHALL
REMAIN IN PLACE UNTIL ALL SITE WORK IS COMPLETE AND GROUND COVER IS ESTABLISHED.
9.STOCKPILES SHALL BE SURROUNDED ON THEIR PERIMETERS WITH SILT FENCES TO PREVENT AND/OR CONTROL
SILTATION AND EROSION.
10.TOPS OF STOCKPILES SHALL BE COVERED IN SUCH A MANNER THAT STORMWATER DOES NOT INFILTRATE THE
MATERIALS AND THEREBY RENDER THE STOCKPILE UNSUITABLE FOR FILL USE.
11.ALL DISTURBED OR EXPOSED AREAS SUBJECT TO EROSION SHALL BE STABILIZED WITH MULCH OR SEEDED FOR
TEMPORARY VEGETATIVE COVER. NO AREA SUBJECT TO EROSION SHALL BE LEFT DISTURBED AND
UNSTABILIZED FOR PERIODS LONGER THAN IS ABSOLUTELY NECESSARY TO CARRY OUT THAT PORTION OF THE
CONSTRUCTION WORK OR SIX MONTHS AFTER SOIL HAS BEEN DISTURBED WHICHEVER IS LESS.
12.INLET/OUTLET PROTECTION SHALL BE REQUIRED FOR ALL CULVERTS/PIPES/INLETS/OUTLETS LOCATED WITHIN
THE AREA OF DISTURBANCE UNTIL THE SITE IS FULLY STABILIZED.
13.ROCK CHECK DAMS SHALL BE CONSTRUCTED AT ALL EXISTING & PROPOSED CATCH BASINS LOCATED IN FILL
AREAS & SUBJECT TO STORMWATER RUN-OFF FROM PROPOSED FILL AREAS DURING CONSTRUCTION, OR AS
DIRECTED BY THE OWNER/ENGINEER. NO SEDIMENTS SHALL ENTER THE ON-SITE OR OFF-SITE DRAINAGE
SYSTEMS AT ANY TIME.
14.ALL PROPOSED SLOPES STEEPER THAN 3:1 SHALL BE STABILIZED WITH EROSION CONTROL MATTING S75 OR AN
APPROVED EQUIVALENT BY THE ENGINEER AND PROTECTED FROM EROSION.
15.DISPOSAL OF ALL DEMOLISHED MATERIALS IS THE RESPONSIBILITY OF THE CONTRACTOR AND MUST BE TAKEN
OFF-SITE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL MUNICIPAL REQUIREMENTS.
16.THE AREA OR AREAS OF ENTRANCE AND EXIT TO AND FROM THE SITE SHALL BE MAINTAINED IN A CONDITION
WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO ADJACENT RIGHTS-OF-WAY. ALL
SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO ADJACENT RIGHT-OF-WAY MUST BE REMOVED
IMMEDIATELY.
17.SEDIMENT BASIN SLOPES SHALL BE STABILIZED AND SEEDED IMMEDIATELY AFTER CONSTRUCTION.
18.TEMPORARY DIVERSIONS SHOULD BE USED AT THE END OF EACH WORKING DAY TO DIVERT STORMWATER
AWAY FROM 2:1 SLOPES AND TOWARD THE SEDIMENT CONTROL BMP'S TO THE GREATEST EXTEND POSSIBLE.
x PERIMETER DIKES, SWALES, DITCHES,
AND SLOPES
x HIGH QUALITY WATER (HQW) ZONES
x SLOPES STEEPER THAN 3:1
x SLOPES 3:1 OR FLATTER
x ALL OTHER AREAS WITH SLOPES
FLATTER THAN 4:1
7
7
7
14
14
NONE
NONE
IF SLOPES ARE 10' OR LESS IN LENGTH
AND ARE NOT STEEPER THAN 2:1, 14
DAYS ARE ALLOWED
7 DAYS FOR SLOPES GREATER THAN
50 FEET IN LENGTH
NONE
(EXCEPT FOR PERIMETERS AND
HQW ZONES)
SITE AREA
DESCRIPTION
STABILIZATION
TIME FRAME
STABILIZATION TIME
FRAME EXCEPTIONS
* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR
OTHER SITE-SPECIFIC CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE" (SECTION II.B (2)(b))
GROUND STABILIZATION REQUIREMENTS
(PER NPDES CONSTRUCTION STORMWATER GENERAL PERMIT NCG010000)
NOTE:
PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR
DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
COPYRIGHT 2013C
10
JMR
215046
C05 - EROSION PH2.DWG
REVISIONS:
PROJECT NUMBER:
DRAWN BY:9/19/2015DATE:
FILE NAME:
SHEET OFCORNWALLSOLAR ELECTRIC POWER PLANTLANDFILL ROAD, GRANVILLE CO, NCNC ENGINEERING BOARD LISCENSE #: C-3781NC LANDSCAPE ARCHITECTURE BOARD LISCENSE #: C-399REV1 - PER CLIENT, REGRADE
REV2 - PER NCDENR CURSORY REVIEW
REV3 - 9/25/15 PER NCDENR
CONSTRUCTION SEQUENCE:
1.OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM NCDENR.
2.SET UP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH EROSION CONTROL INSPECTOR (CONTACT NCDENR
LAND QUALITY SECTION RALEIGH OFFICE) TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO SCHEDULE
SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF CODE AND IS
SUBJECT TO A FINE.
3.INDICATE LIMITS OF DISTURBANCE/TREE PROTECTION. INSTALL SILT FENCE, CONSTRUCTION ENTRANCE, SKIMMER
SEDIMENT BASINS, DIVERSION DITCHES, AND OTHER MEASURES AS SHOWN ON PLANS, CLEARING ONLY AS
NECESSARY TO INSTALL THESE DEVICES. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE N. C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U. S. DEPT.
OF AGRICULTURE, AND NCDENR LAND DEVELOPMENT STANDARDS MANUAL.
4.ONCE MEASURES ARE INSTALLED CALL FOR ON-SITE INSPECTION (CONTACT NCDENR LAND QUALITY SECTION
RALEIGH OFFICE). WHEN APPROVED, INSPECTOR ISSUES THE GRADING PERMIT AND CLEARING MAY BEGIN.
5.CLEAR AND GRUB IN AREAS SHOWN. MAINTAIN EROSION CONTROL DEVICES THROUGHOUT CLEARING
OPERATION
6.BRING SITE TO FINISHED GRADE AND INSTALL SECURITY FENCING AS SHOWN ON SITE PLAN.
7.SEED ALL DISTURBED AREAS OUTSIDE ARRAY ACCESS AISLES.
8.PROCEED WITH INSTALLATION OF ARRAY AND ASSOCIATED EQUIPMENT.
9.MAINTAIN EROSION CONTROL MEASURES THROUGHOUT CONSTRUCTION.
10.UPON COMPLETION OF CONSTRUCTION, REMOVE TEMPORARY FENCING AND LOGGING MATS. INSTALL AND
SEED PERMANENT GRASS DRIVE
11.INSTALL LANDSCAPE BUFFER.
12.SEED AND STABILIZE ALL REMAINING DISTURBED AREAS.
13.MONITOR SEDIMENT RUNOFF AS REQUIRED. PROVIDE MAINTENANCE AND MAINTENANCE LOG AS REQUIRED.
CLEAN SEDIMENT FROM SILT FENCE AND SEDIMENT TRAP AS REQUIRED BY NCDENR STANDARDS.
14.ONCE SITE IS STABILIZED AND WITH PERMISSION OF EROSION CONTROL INSPECTOR EROSION CONTROL MEASURES
CAN BE REMOVED AND STABILIZED.
EROSION CONTROL NOTES:
1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS.
2.TOTAL DISTURBED AREA = 25.0 AC.
3. NO DISRUPTION OF LANDFILL DAILY OPERATIONS IS PERMITTED. CONTRACTOR TO COORDINATE WITH
GRANVILLE COUNTY LANDFILL TO ACCOMMODATE:
A. PARKING FOR CONSTRUCTION CREWS
B. MATERIAL STORAGE
3.SEE SKIMMER GRADING SHEETS FOR OUTLETS OF TEMPORARY DITCHES INTO SKIMMER BASINS. BASINS REQUIRED
TO HAVE CONCENTRATED FLOW THROUGH BAFFLES TO PREVENT SHORT CIRCUITING.
C05
CORNWALL SOLAR CENTER
EROSION CONTROL NARRATIVE:
1.EXISTING SITE WHERE SOLAR CENTER IS PROPOSED IS A SOIL BORROW AREA FOR THE LANDFILL. SOIL BORROW
OPERATION CEASED PRIOR TO PERMITTING.
2.SITE TO BE COMPLETELY RE-GRADED TO ACCOMMODATE RACKING SYSTEM FOR THE PV PANELS.
3.SITE LOCATION IS SUBJECT TO SIGNIFICANT OFFSITE DRAINAGE AREA.
4.SITE HAS THREE OUTLET AREAS THAT REQUIRE PROTECTION FROM SEDIMENT PROTECTION.
5.ONCE SKIMMER BASINS ARE INSTALLED IN THE FIRST PHASE ANY LOW AREA OR AREA WITH PONDING WATER IS
TO BE BREACHED TO ALLOW GRAVITY FLOW OR PUMPED TO THE NEAREST BASIN. PROVIDE MAXIMUM
OVERLAND FLOW LENGTH FOR EFFLUENT FOR EITHER METHOD OF DRAWDOWN. MONITOR SKIMMER SEDIMENT
BASINS DURING OPERATION. DO NOT ALLOW SKIMMER BASINS TO BE OVERBURDENED DURING THIS EXCERCISE.
STAGE THIS OPERATION TO PERFORM DURING DRY, NON OVERCAST PERIODS.
6.EROSION CONTROL INTENT IS TO PROTECT THE THREE IDENTIFIED OUTLET AREAS WITH SKIMMER SEDIMENT BASINS.
SKIMMER SEDIMENT BASIN 1 WILL BE REMOVED FOR THE SECOND PHASE OF GRADING. SEE NOTE BELOW.
SKIMMER SEDIMENT BASIN 1 DRAINAGE IS INTENDED TO BE DIRECTED TO SKIMMER SEDIMENT BASIN 2 AS THAT
AREA OF THE SITE IS BROUGHT TO GRADE.
SKIMMER BASINS:
NOTES:
THE SOLAR REQUIREMENTS FOR THIS SITE DO NOT PROVIDE ADEQUATE ROOM FOR SKIMMER BASINS TO BE
PLACED OUTSIDE OF CONSTRUCTION ACTIVITY. CONSTRUCTION ACTIVITY WILL BE REQUIRED INSIDE ACTIVE
SKIMMER BASINS. NCDENR IS ALLOWING THIS MODIFICATION. CONTACT NCDENR PRIOR TO WORK WITHIN THE
SKIMMER SEDIMENT BASINS. STAGE CONSTRUCTION OF THE ARRAYS WITHIN THE BASINS TO DRY, NON
OVERCAST PERIODS. DURING PANEL CONSTRUCTION WITHIN SKIMMER BASIN FOOTPRINT, SKIMMER AND
OUTLET MUST BE INSPECTED AT THE END OF EACH WORKING DAY FOR OPERABILITY.
*** CONTRACTOR IS RESPONSIBLE FOR REMEDIATION OF SEDIMENT TRANSPORT BEYOND THE LIMITS OF
DISTURBANCE AS SHOWN ON THIS PLAN. REMEDIATION, IF NECESSARY, MUST BE AGREED UPON BY LANDFILL
MANAGEMENT, NCDENR AND CONTRACTOR.
SKIMMER BASIN 1
1.SKIMMER BASIN TO BE COMPLETED IN THE FIRST PHASE PRIOR TO ANY GRADING ACTIVITY.
2.SKIMMER BASIN TO REMAIN ACTIVE UNTIL SUCH A TIME DURING GRADING THE CONTRIBUTING DRAINAGE AREA
CAN BE ROUTED TO SKIMMER SEDIMENT BASIN 2.
3.DO NOT REMOVE SKIMMER BASIN WITHOUT PERMISSION OF NCDENR AND PHASE 2 EROSION CONTROL OUTLET
STRUCTURES IN PLACE.
SKIMMER BASIN 2
1.SKIMMER BASIN TO BE COMPLETED IN THE FIRST PHASE PRIOR TO ANY GRADING ACTIVITY.
2.SKIMMER BASIN DESIGNED FOR MAX DRAINAGE AREA CONTRIBUTING DURING PHASE 2 OF EROSION CONTROL.
3.SURFACE AREA REQUIREMENTS FOR SKIMMER BASIN REQUIRE BASIN TO BE PLACED IN FOOTPRINT OF ARRAY. SEE
NOTE ABOVE PERTAINING TO WORKING WITHIN ACTIVE SKIMMER BASINS.
4.ENSURE POROUS BAFFLE PLACEMENT CAN BE MAINTAINED THROUGHOUT THE REQUIRED LIFE OF THE SEDIMENT
BASIN AND DOES NOT CONFLICT WITH RACKING SYSTEM.
SKIMMER BASIN 3
1.SKIMMER BASIN TO BE COMPLETED IN THE FIRST PHASE PRIOR TO ANY GRADING ACTIVITY. PLACE INLET
PROTECTION FOR EXISTING 60" RCP PRIOR TO CONSTRUCTION OF SKIMMER SEDIMENT BASIN.
2.SURFACE AREA REQUIREMENTS FOR SKIMMER BASIN REQUIRE BASIN TO BE PLACED IN FOOTPRINT OF ARRAY. SEE
NOTE ABOVE PERTAINING TO WORKING WITHIN ACTIVE SKIMMER BASINS.
3.ENSURE POROUS BAFFLE PLACEMENT CAN BE MAINTAINED THROUGHOUT THE REQUIRED LIFE OF THE SEDIMENT
BASIN AND DOES NOT CONFLICT WITH RACKING SYSTEM.
4.MAXIMUM DEPTH OF SKIMMER BASIN IS 1FT WITH 1 FT OF FREEBOARD TO TOP OF DAM.
5.PERMANENT SECURITY FENCE CANNOT BE CONSTRUCTED IN ACTIVE SEDIMENT BASIN. TEMPORARY FENCE TO BE
CONSTRUCTED OUTSIDE OF BASIN UNTIL SITE IS STABILIZED AND BASIN IS NO LONGER NEEDED.
6.ONCE BASIN IS STABILIZED, CONCRETE RISER TO BE RETROFITTED TO ALLOW FOR STORM DRAINAGE TO PASS.
RISER TOP NEEDS TO BE RESET AT ELEVATION 507. RISER TOP TO BE FITTED WITH AN OPEN THROATED CATCH BASIN
INLET, NCDOT STD. 840.01.
* SEE SHEET C08 FOR SKIMMER BASIN 2 AND 3 TAKEDOWN SEQUENCE.
PROGRESS DRAWINGS
PP
PP
PP
PP
IPF
AXLE1ƒ
:1783.56'
1ƒ



(
239.55'
EASEMENT
AS SHOWN ON
PLAT BOOK 37
PG 161
100'
YARD WASTE
DROP
OPEN THROAT CATCH BASIN
6.5' X 6.5 ID, NCDOT STD 840.04
TOP ELEV=507.00
INV OUT=504.63
SKIMMER INLET=505.00
EX 24" RCP515509510514515513514
514
512
510
516
514
507513508
507
510
511 517516515
5175165155145135
1
2
517
513
511525
520525
514
512
508
511506509
508
512514515516518519520522523515525513
513
512
262'126'
507
507508509
509510510514510 510512511
510
OVERALL GRADING PLANW
N
E
S
NORTH ARROW
GRAPHIC SCALE 1"=60 FT.
0 30 60 120
BEFORE YOU DIG
CALL ULOCO
AVOID UTILITY DAMAGE
1-800-632-4949
1.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING
CONSTRUCTION.
2.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY TO
THE PUBLIC.
3.ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
4.SHORING WILL BE ACCORDING TO OSHA TRENCHING
STANDARDS PART 1926 SUBPART P, OR AS AMMENDED.
COPYRIGHT 2013C
10
JMR
215046
C06 - GRADING OVERALL.DWG
REVISIONS:
PROJECT NUMBER:
DRAWN BY:9/19/2015DATE:
FILE NAME:
SHEET OFCORNWALLSOLAR ELECTRIC POWER PLANTLANDFILL ROAD, GRANVILLE CO, NCNC ENGINEERING BOARD LISCENSE #: C-3781NC LANDSCAPE ARCHITECTURE BOARD LISCENSE #: C-399REV1 - PER CLIENT, REGRADE
REV2 - PER NCDENR CURSORY REVIEW
REV3 - 9/25/15 PER NCDENR
GENERAL NOTES:
1.RETAINING WALLS OVER 4' TALL REQUIRE A SEPARATE PERMIT AND INSPECTION.
2.ALL STORM WATER CATCH BASINS, INLETS, MANHOLES, ETC. SHALL BE PERMANENTLY LABELED AS "NO DUMPING, DRAINS TO
RIVER" AND INCLUDE A FISH SYMBOL.
1.1 SOIL FILL (GEOTECH REPORT SHALL TAKE PRECEDENCE OVER THIS SPECIFICATION IF EXISTS.)
A.PLOW, SCARIFY, BENCH, OR BREAK UP SLOPED SURFACES STEEPER THAN ¬9(57,&$/ TO 4 HORIZONTAL SO FILL MATERIAL
WILL BOND WITH EXISTING MATERIAL.
B.PLACE AND COMPACT FILL MATERIAL IN LAYERS TO REQUIRED ELEVATIONS AS FOLLOWS:
1.UNDER GRASS AND PLANTED AREAS, USE SATISFACTORY SOIL MATERIAL.
2.UNDER WALKS AND PAVEMENTS, USE SATISFACTORY SOIL MATERIAL.
3.UNDER STEPS AND RAMPS, USE ENGINEERED FILL.
4.UNDER BUILDING SLABS, USE ENGINEERED FILL.
5. UNDER FOOTINGS AND FOUNDATIONS, USE ENGINEERED FILL.
C.PLACE SOIL FILL ON SUBGRADES FREE OF MUD, FROST, SNOW, OR ICE.
1.2 SOIL MOISTURE CONTROL
REVISE PERCENTAGES IN THIS ARTICLE ACCORDING TO GEOTECHNICAL ENGINEER'S WRITTEN RECOMMENDATIONS.
A.UNIFORMLY MOISTEN OR AERATE SUBGRADE AND EACH SUBSEQUENT FILL OR BACKFILL SOIL LAYER BEFORE COMPACTION
TO WITHIN 2 PERCENT OF OPTIMUM MOISTURE CONTENT.
1.DO NOT PLACE BACKFILL OR FILL SOIL MATERIAL ON SURFACES THAT ARE MUDDY, FROZEN, OR CONTAIN FROST OR ICE.
2.REMOVE AND REPLACE, OR SCARIFY AND AIR DRY, OTHERWISE SATISFACTORY SOIL MATERIAL THAT EXCEEDS OPTIMUM
MOISTURE CONTENT BY 2 PERCENT AND IS TOO WET TO COMPACT TO SPECIFIED DRY UNIT WEIGHT.
1.3 COMPACTION OF SOIL BACKFILLS AND FILLS
A. PLACE BACKFILL AND FILL SOIL MATERIALS IN LAYERS NOT MORE THAN 8 INCHES (200 MM) IN LOOSE DEPTH FOR MATERIAL
COMPACTED BY HEAVY COMPACTION EQUIPMENT, AND NOT MORE THAN 4 INCHES (100 MM) IN LOOSE DEPTH FOR
MATERIAL COMPACTED BY HAND-OPERATED TAMPERS.
B.PLACE BACKFILL AND FILL SOIL MATERIALS EVENLY ON ALL SIDES OF STRUCTURES TO REQUIRED ELEVATIONS, AND
UNIFORMLY ALONG THE FULL LENGTH OF EACH STRUCTURE.
C. COMPACT SOIL MATERIALS TO NOT LESS THAN THE FOLLOWING PERCENTAGES OF MAXIMUM DRY UNIT WEIGHT
$&&25',1*72$670¬'¬
UNDER STRUCTURES, BUILDING SLABS, STEPS, AND PAVEMENTS, SCARIFY AND RECOMPACT TOP 12 INCHES (300 MM) OF EXISTING
SUBGRADE AND EACH LAYER OF BACKFILL OR FILL SOIL MATERIAL AT 100 PERCENT.
1.UNDER WALKWAYS, SCARIFY AND RECOMPACT TOP 6 INCHES (150 MM) BELOW SUBGRADE AND COMPACT EACH LAYER OF
BACKFILL OR FILL SOIL MATERIAL AT 95 PERCENT.
2.UNDER TURF OR UNPAVED AREAS, SCARIFY AND RECOMPACT TOP 6 INCHES (150 MM) BELOW SUBGRADE AND COMPACT
EACH LAYER OF BACKFILL OR FILL SOIL MATERIAL AT 85 PERCENT.
3.FOR UTILITY TRENCHES, COMPACT EACH LAYER OF INITIAL AND FINAL BACKFILL SOIL MATERIAL AT 95 PERCENT.
1.4 GRADING
A.GENERAL: UNIFORMLY GRADE AREAS TO A SMOOTH SURFACE, FREE OF IRREGULAR SURFACE CHANGES. COMPLY WITH
COMPACTION REQUIREMENTS AND GRADE TO CROSS SECTIONS, LINES, AND ELEVATIONS INDICATED.
1.PROVIDE A SMOOTH TRANSITION BETWEEN ADJACENT EXISTING GRADES AND NEW GRADES.
2.CUT OUT SOFT SPOTS, FILL LOW SPOTS, AND TRIM HIGH SPOTS TO COMPLY WITH REQUIRED SURFACE TOLERANCES.
B.SITE ROUGH GRADING: SLOPE GRADES TO DIRECT WATER AWAY FROM BUILDINGS AND TO PREVENT PONDING. FINISH
SUBGRADES TO REQUIRED ELEVATIONS WITHIN THE FOLLOWING TOLERANCES:
1.TURF OR UNPAVED AREAS: PLUS OR MINUS 1 INCH (25 MM).
2.WALKS: PLUS OR MINUS 1 INCH (25 MM).
3.PAVEMENTS: PLUS OR MINUS 1/2 INCH (13 MM).
C.GRADING INSIDE BUILDING LINES: FINISH SUBGRADE TO A TOLERANCE OF 1/2 INCH (13 MM) WHEN TESTED WITH A 10-FOOT
(3-M) STRAIGHTEDGE.
1.1 FIELD QUALITY CONTROL
A.TESTING AGENCY: OWNER RESPONSIBILITY TO ENGAGE A QUALIFIED GEOTECHNICAL ENGINEERING TESTING AGENCY TO
PERFORM TESTS AND INSPECTIONS.
B.ALLOW TESTING AGENCY TO INSPECT AND TEST SUBGRADES AND EACH FILL OR BACKFILL LAYER. PROCEED WITH
SUBSEQUENT EARTH MOVING ONLY AFTER TEST RESULTS FOR PREVIOUSLY COMPLETED WORK COMPLY WITH REQUIREMENTS.
C.FOOTING SUBGRADE: AT FOOTING SUBGRADES, AT LEAST ONE TEST OF EACH SOIL STRATUM WILL BE PERFORMED TO VERIFY
DESIGN BEARING CAPACITIES. SUBSEQUENT VERIFICATION AND APPROVAL OF OTHER FOOTING SUBGRADES MAY BE BASED
ON A VISUAL COMPARISON OF SUBGRADE WITH TESTED SUBGRADE WHEN APPROVED BY ARCHITECT.
D.TESTING AGENCY WILL TEST COMPACTION OF SOILS IN PLACE ACCORDING TO $670¬'¬ $670¬'¬ $670¬'¬
$1'$670¬'¬$6$33/,&$%/(7(676:,//%(3(5)250('$77+()2//2:,1*/2&$7,216$1')5(48(1&,(6
E. PAVED AND BUILDING SLAB AREAS: AT SUBGRADE AND AT EACH COMPACTED FILL AND BACKFILL LAYER, AT LEAST ONE TEST
)25(9(5<64)764¬025/(662)3$9('$5($25%8,/',1*6/$%%87,112&$6()(:(57+$17+5((7(676
4.FOUNDATION WALL BACKFILL: AT EACH COMPACTED BACKFILL LAYER, AT LEAST ONE TEST FOR EVERY 100 FEET ¬0 OR
LESS OF WALL LENGTH, BUT NO FEWER THAN TWO TESTS.
5.TRENCH BACKFILL: AT EACH COMPACTED INITIAL AND FINAL BACKFILL LAYER, AT LEAST ONE TEST FOR EVERY 150 FEET ¬0
OR LESS OF TRENCH LENGTH, BUT NO FEWER THAN TWO TESTS.
6.WHEN TESTING AGENCY REPORTS THAT SUBGRADES, FILLS, OR BACKFILLS HAVE NOT ACHIEVED DEGREE OF COMPACTION
SPECIFIED, SCARIFY AND MOISTEN OR AERATE, OR REMOVE AND REPLACE SOIL MATERIALS TO DEPTH REQUIRED;
RECOMPACT AND RETEST UNTIL SPECIFIED COMPACTION IS OBTAINED.
C06
277.95'
SILT
FENCE
SKIMMER SEDIMENT
BASIN 1
DA=5.6 AC
DIST AREA=4.90 AC
507
510
510
OUTLET
506
XXX XXXXXX
X
X XXXXX
X
X X
X
X
X
X X4"
SKIMMER
POROUS
BAFFLES
506
508
509
506507508506508510512514516506
508
510
512
514 5164" SKIMMERXXX
X
X
X
X
XXXXXX
XXXXXX
X
X
X
X
X
X
XXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
PRECAST CONCRETE
RISER
SILT FENCE
POROUS BAFFLES
506508510512514506
508
510
512
506
508
508507
508
508
SKIMMER SEDIMENT
BASIN 2
DA=11.8 AC PH 1
DA=17.4 AC PH 2
DIST AREA=10.00 ACEX GRAVELDRIVE507
508
509
507
508
509
510
511
512
513 512510514
EX CONCRETE PAD
EX DIRT ROAD
EX 24" PIPE
INV IN=504.63
INV OUT=503.37
SKIMMER SEDIMENT BASIN 3
WITH CONCRETE RISER
DRAIN AREA=27 AC
DIST AREA=11.6 AC
SEE SHEET C07
PLACE INLET PROTECTION PRIOR
TO PLACEMENT OF RISER.
NCDOT ROCK PIPE INLET
SEDIMENT TRAP, TYPE A, 1635.01
REMOVE AFTER RISER SET.
PRECAST CONCRETE STRUCTURE
6.5' X 6.5 ID
TOP ELEV=509.00
INV OUT=505.00
SKIMMER INLET=505.00XXXXXXXX
X
XXXXXXXXX
X
X
X
XXXXXXXXXXX
X
X
X
POROUS
BAFFLES
510
512
507508507508509510SKIMMER SEDIMENT BASINS PHASE 1W
N
E
S
NORTH ARROW
GRAPHIC SCALE 1"=30 FT.
0 15 30 60
BEFORE YOU DIG
CALL ULOCO
AVOID UTILITY DAMAGE
1-800-632-4949
1.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING
CONSTRUCTION.
2.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY TO
THE PUBLIC.
3.ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
4.SHORING WILL BE ACCORDING TO OSHA TRENCHING
STANDARDS PART 1926 SUBPART P, OR AS AMMENDED.
COPYRIGHT 2013C
10
JMR
215046
C07 - SKIMMERS EROSION PH 1.DWG
REVISIONS:
PROJECT NUMBER:
DRAWN BY:9/19/2015DATE:
FILE NAME:
SHEET OFCORNWALLSOLAR ELECTRIC POWER PLANTLANDFILL ROAD, GRANVILLE CO, NCNC ENGINEERING BOARD LISCENSE #: C-3781NC LANDSCAPE ARCHITECTURE BOARD LISCENSE #: C-399REV1 - PER CLIENT, REGRADE
REV2 - PER NCDENR CURSORY REVIEW
REV3 - 9/25/15 PER NCDENR
C07
SKIMMER SEDIMENT
BASIN 1
SKIMMER SEDIMENT
BASIN 2
SKIMMER SEDIMENT
BASIN 3
RIP RAP APRON
509
508
506507508506508510512514516506
508
510
512
514 5164" SKIMMERX
X
XXX
XXXX
X
X
XXXXXX
X
X
X
X
X
PRECAST CONCRETE
RISER
SILT FENCE
POROUS BAFFLES
PROP PV ARRAYS
508 507 506
506508510512514506507508509
510
511 512SILT FENCE
OUTLET
25' GRAVEL R
OAD
25' GRAVEL R
OAD514EX 24" RCP
EX CONCRETE PAD
EDGE OF DRIVE
EX GRAVELDRIVEXXXXXXXXXX
X
X
XXXXXXXXXXXX
X
X
X
X
X
X
XXXXXXXXXXXXXXX
X
X
X
X
X
507
508
509
508
509
EX CONCRETE PAD
PROP PV ARRAYS
510POROUS
BAFFLES
510
507508509510
511
512
511
510
513
514510
512 513514
511
514
510
507
510SKIMMER SEDIMENT BASIN 3
WITH PRECAST CONCRETE RISER
PHASE 2 DRAIN AREA=27 AC
DIST AREA=11.6 AC
SEE SHEET C07
PRECAST CONCRETE STRUCTURE
6.5' X 6.5 ID
TOP ELEV=509.00
INV OUT=504.63
SKIMMER INLET=505.00
4" SKIMMER
TEMPORARY SECURITY FENCE
SKIMMER SEDIMENT BASINS PHASE 2W
N
E
S
NORTH ARROW
GRAPHIC SCALE 1"=100 FT.
0 50 100 200
BEFORE YOU DIG
CALL ULOCO
AVOID UTILITY DAMAGE
1-800-632-4949
1.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING
CONSTRUCTION.
2.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY TO
THE PUBLIC.
3.ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
4.SHORING WILL BE ACCORDING TO OSHA TRENCHING
STANDARDS PART 1926 SUBPART P, OR AS AMMENDED.
COPYRIGHT 2013C
10
JMR
215046
C08 - SKIMMERS EROSION PH 2.DWG
REVISIONS:
PROJECT NUMBER:
DRAWN BY:9/19/2015DATE:
FILE NAME:
SHEET OFCORNWALLSOLAR ELECTRIC POWER PLANTLANDFILL ROAD, GRANVILLE CO, NCNC ENGINEERING BOARD LISCENSE #: C-3781NC LANDSCAPE ARCHITECTURE BOARD LISCENSE #: C-399REV1 - PER CLIENT, REGRADE
REV2 - PER NCDENR CURSORY REVIEW
REV3 - 9/25/15 PER NCDENR
C08
SKIMMER SEDIMENT
BASIN 2
SKIMMER SEDIMENT
BASIN 3
SKIMMER BASIN REMOVAL
1.ONCE CONTRIBUTING DRAINAGE AREA IS STABILIZED AND WITH THE APPROVAL
OF THE EROSION CONTROL INSPECTOR SKIMMER CAN BE REMOVED AND
REGULAR DRAINAGE CAN BE ESTABLISHED.
2.REMOVE SKIMMER FROM CONCRETE STRUCTURE AND PLUG INLET ORIFICE WITH
GROUT OF SUFFICIENT STRENGTH TO PROVIDE STABILITY FROM PLUG FAILURE AS
WELL AS PREVENT WATER INFILTRATION.
3.PROVIDE POSITIVE DRAINAGE FROM AREA OF SKIMMER BASIN TO OUTLET
STRUCTURE.
4.CONCRETE STRUCTURE TO BE FITTED WITH AN OPEN THROATED INLET, NCDOT
STANDARD 840.04
5.PROVIDE TEMPORARY INLET PROTECTION FOR OPEN THROATED CATCH BASIN
WHILE PROVIDING TIME FOR SKIMMER BASIN AREA TO ESTABLISH GROWTH AND
STABILIZE. (NCDOT ROCK INLET SEDIMENT TRAP, TYPE A, 1632.01)
SKIMMER BASIN REMOVAL
1.ONCE CONTRIBUTING DRAINAGE AREA IS STABILIZED AND WITH THE APPROVAL
OF THE EROSION CONTROL INSPECTOR SKIMMER CAN BE REMOVED AND
REGULAR DRAINAGE CAN BE ESTABLISHED.
2.REMOVE SKIMMER AND CONCRETE STRUCTURE AND BREACH DAM.
3.LEAVE SILT FENCE IN PLACE WITH SILT FENCE OUTLET WHILE PROVIDING TIME FOR
SKIMMER BASIN AREA TO ESTABLISH GROWTH AND STABILIZE.
C09 EROSION CONTROL DETAILSSKIMMER SEDIMENT BASINS
NTS
BAFFLE INSTALLATION
Not to Scale
x NO PAINT OR LIQUID WASTES IN
STREAM OR STORM DRAINS
x DEDICATED AREAS FOR DEMOLITION
CONSTRUCTION AND OTHER WASTES 50 FT FROM
STORM DRAINS AND STREAMS UNLESS NO OTHER
REASONABLE ALTERNATIVE AVAILABLE
x EARTHEN MATERIAL STOCKPILES MUST BE
LOCATED 50 FT FROM STORM DRAINS AND
STREAMS UNLESS NO REASONABLE ALTERNATIVES
AVAILABLE
x CONCRETE MATERIALS MUST BE CONTROLLED TO
AVOID CONTACT WITH SURFACE WATERS,
WETLANDS OR BUFFERS.
BUILDING WASTES HANDLING
x REQUIREMENTS ARE THE SAME AS IN
PREVIOUS PERMIT
x THE PERMIT ALLOWS THE REDUCTION FROM THE
20 ACRE MINIMUM IF THE DIRECTOR OF DWQ
DETERMINES THAT THE OTHER BMP'S PROVIDE
EQUIVALENT PROTECTION.
DISCHARGES TO FEDERALLY LISTED WATERS
x SAME WEEKLY INSPECTION
REQUIREMENTS
x SAME RAIN GAUGE & INSPECTIONS AFTER 0.5"
RAIN EVENT.
INSPECTIONS
x INSPECTIONS ONLY REQUIRED DURING NORMAL
BUSINESS HOURS.
x INSPECTION REPORTS MUST BE AVAILABLE ONSITE
DURING BUSINESS HOURS UNLESS A SITE SPECIFIC
EXEMPTION IS APPROVED.
x ELECTRONICALLY AVAILABLE RECORDS MAY BE
SUBSTITUTED UNDER CERTAIN CONDITIONS.
x RECORDS MUST BE KEPT FOR 3 YEARS AND
AVAILABLE UPON REQUEST.
x PROJECTS PERMITTED UNDER THE THE
PREVIOUS PERMIT CAN CONTINUE
TO FOLLOW THE PREVIOUSLY
PERMITTED CONDITIONS
x COMPLETE APPLICATIONS RECEIVED PRIOR TO
AUGUST 3, 2011 CAN FOLLOW CONDITIONS OF
APPROVED APPLICATION.
IMPLEMENTATION OF NEW PERMIT CONDITIONS
x APPLICATIONS RECEIVED AFTER AUGUST 2, 2011
MUST COMPLY WITH NEW PERMIT CONDITIONS.
x DESIGNATION ON THE PLANS WHERE
THE 7 AND 14 DAY GROUND
STABILIZATION REQUIREMENTS OF THE
NPDES PERMIT APPLY.
x DESIGNATION ON THE PLANS WHERE BASINS
THAT COMPLY WITH THE SURFACE WITHDRAWAL
REQUIREMENTS OF THE NPDES PERMIT ARE
LOCATED.
CONDITIONS IN EROSION AND SEDIMENT CONTROL PLANS
x OUTLET STRUCTURE MUST WITHDRAW
FROM BASIN SURFACE UNLESS
DRAINAGE AREA IS LESS THAN 1
ACRE.
x USE ONLY DWQ APPROVED FLOCCULANTS.
SEDIMENT BASINS
TEMPORARY DIVERSION DITCH
Not to Scale
HIGH HAZARD TEMPORARY SILT FENCE
Not to Scale
SILT FENCE STONE OUTLET
Not to Scale
SEEDING SCHEDULE (SEASONAL)PERMANENT SEEDING SCHEDULE
SKIMMER BASIN 3
RIPRAP APRON
SKIMMER BASIN W/ 4" OUTLET 10' 11' 1' 6 - inches
STABILIZED CONSTRUCTION ENTRANCE
Not to Scale
COPYRIGHT 2013C
10
JMR
215046
C09 - DETAILS.DWG
REVISIONS:
PROJECT NUMBER:
DRAWN BY:9/19/2015DATE:
FILE NAME:
SHEET OFCORNWALLSOLAR ELECTRIC POWER PLANTLANDFILL ROAD, GRANVILLE CO, NCNC ENGINEERING BOARD LISCENSE #: C-3781NC LANDSCAPE ARCHITECTURE BOARD LISCENSE #: C-399REV1 - PER CLIENT, REGRADE
REV2 - PER NCDENR CURSORY REVIEW
REV3 - 9/25/15 PER NCDENR
SKIMMER BASIN 2
15" 10' 11.5' 4.5' 11-inches
ANTI VORTEX DEVICE
COPYRIGHT 2013C
10
JMR
215046
C09 - DETAILS.DWG
REVISIONS:
PROJECT NUMBER:
DRAWN BY:9/19/2015DATE:
FILE NAME:
SHEET OFCORNWALLSOLAR ELECTRIC POWER PLANTLANDFILL ROAD, GRANVILLE CO, NCNC ENGINEERING BOARD LISCENSE #: C-3781NC LANDSCAPE ARCHITECTURE BOARD LISCENSE #: C-399REV1 - PER CLIENT, REGRADE
REV2 - PER NCDENR CURSORY REVIEW
REV3 - 9/25/15 PER NCDENR EROSION CONTROL DETAILSC10
CONCRETE WASHOUT
9731-F Southern Pine Blvd.
Charlotte, NC 28273
tel: [phone]
fax: [phone]
www.JoyceEngineering.com

November 16, 2015

Mr. Ming-Tai Chao
NC DEQ
Division of Waste Management
1646 Mail Service Center
Raleigh, North Carolina 27699

RE: Response to Comments - Proposed Solar Project
Oxford Landfill Facility
Granville County, North Carolina
Permit No. 39-01, Document ID No. (DIN 25258)

Dear Mr. Chao:

On behalf of Granville County (the County), Joyce Engineering, Inc. (JOYCE) is
submitting this response to your comment on the technical review letter dated November 9,
2015, for the above-referenced project. For your reference, your comment is repeated below in
italicized print, with our response provided in bold print.

1. The current Shingles Collection Area (on top of a concrete pad as shown on OP-01 of the
2014 Permit Amendment Application DIN 22367) is adjacent to the proposed entrance of the
solar farm. There is no statement in the permit application if the shingle collection area will be
subjected removal to a new location (see Sheet C03 of 10 and FP-01). From an operational
prospective, the current location of the shingle collection area may be easily interfered by the
construction activities of the solar project. Please provide the future status of this Shingles
Collection Area in the application including drawings.

The County is no longer collecting asphalt shingles for recycling. Therefore, the
shingle collection area (on top of a concrete pad adjacent to the proposed entrance of the
solar farm) will not be relocated as a result of the proposed solar project. Section 4.0 –
“Solar Project” of the facility plan, the operations plan, and the drawings were all revised
to reflect those changes. A copy of Section 4.0, and revised operations plan and drawings
are attached.

Mr. Ming-Tai Chao
November 16, 2015
Page 2 of 2

Please do not hesitate to contact us with any questions or comments you may have. We
look forward to working with you to get the County’s permit modified to include the solar
project.

Sincerely,
JOYCE ENGINEERING, INC.
Amy Davis, P.E.
Technical Consultant

Attachments
Revised Attachment to Facility Plan (Section 4.0)
Revised Operations Plan and Drawigs

C: Ms. Amanda Freeman, Landfill Manager

Section III- Facility Plan 8 Joyce Engineering, Inc.
Oxford MSW Landfill Expansion Rev. October 2015
Granville County, North Carolina Rev. November 2015
4.0 SOLAR PROJECT

4.1. Solar Project Development

The proposed solar project is shown on Drawings No. FP-01 through FP-05. Drawing No. FP-01
shows the property boundaries, limits of the existing waste disposal areas, limits of the proposed
waste disposal areas, the existing environmental monitoring system, the landfill entrance road,
landfill access and perimeter roads, scalehouse and office, convenience center, and the proposed
solar project. Current topography for the property is shown, as well as the 300-foot buffer from
the property line and other site features.

The solar project is located at the southwest end of the property as shown on Drawing No. FP-01.
The solar project is surrounded by a fence to prevent illegal trespassing. The white goods
containers are placed northeast of the proposed solar project, outside the fenced solar farm
parameters. White goods are removed by a metal recycling contractor, which is handled through a
bid process. Tires are disposed of by customers onto the ground in the designated tire disposal area
as shown on Drawing No. FP-01.

Prior to the proposed solar project, the County used the solar farm area to receive, process, and
temporarily stockpile yard waste and land clearing debris, and to conduct active composting
activities. Additionally, the solar farm area was used as a soil-borrow area to meet the facility soil
needs. Due to the solar project, the County had to relocate the composting area and yard waste and
land clearing debris area to Unit 2, south of Phase 1. Moreover, Unit 2 is now being used to serve
as a soil-borrow area to sustain the site soil needs instead of the solar farm area. The new locations
for displaced municipal solid waste management units are within the landfill property (Drawings
No. FP-01 through FP-05). Finally, the County discontinued the disposal of animal carcass in the
solar farm area in 2013.

The County is no longer collecting asphalt shingles for recycling. Therefore, the shingle collection
area (on top of a concrete pad adjacent to the proposed entrance of the solar farm) will not be
relocated as a result of the proposed solar project.

PREPARED FOR:

GRANVILLE COUNTY
141 WILLIAMSBORO STREET
OXFORD, NORTH CAROLINA 27565

OXFORD LANDFILL
GRANVILLE COUNTY, NORTH CAROLINA
PERMIT NO. 39-01

OPERATIONS PLAN

JUNE 2009
REVISED JANUARY 2012
REVISED SEPTEMBER 2014
REVISED NOVEMBER 2015

REVISED BY:

2211 WEST MEADOWVIEW ROAD SUITE 101
GREENSBORO, NORTH CAROLINA 27407
PHONE: [phone]
FAX: [phone]
WWW.JOYCEENGINEERING.COM
JEI PROJECT NO 00660.1302.12 T09
NORTH CAROLINA CORPORATE LIC: C-0782
Operations Plan 1 Joyce Engineering
Oxford Landfill Facility Rev. September 2014
Granville County, North Carolina Rev. November 2015

OPERATIONS PLAN

TABLE OF CONTENTS

1.0 GENERAL ...........................................................................................................................3 
2.0 OPERATIONS DRAWINGS ..............................................................................................3 
2.1 Existing Conditions ..............................................................................................................3 
3.0  GENERAL OPERATING CONDITIONS ..........................................................................4 
3.1 Hours of Operation ..............................................................................................................4 
3.2 Site Access and Safety .........................................................................................................4 
3.3 Waste Acceptance ................................................................................................................5 
3.3.1 MSW Landfill ................................................................................................................5 
3.3.2 C&D and MSW Landfills ..............................................................................................5 
3.4 Prohibited Waste ..................................................................................................................6 
3.5 Special Wastes .....................................................................................................................7 
3.6 Litter Control .......................................................................................................................9 
3.7 Equipment ............................................................................................................................9 
3.8 Air Quality ...........................................................................................................................9 
3.9 Dust, Odor, Fire and Vector Control ...................................................................................9 
3.10  Scavenging/Salvaging ..................................................................................................10 
3.11 Type 1 Composting Facility ..........................................................................................10 
3.11.1 Waste Quantities ..........................................................................................................10 
3.11.2 Design Considerations .................................................................................................11 
3.11.3 Operations ....................................................................................................................11 
3.11.4 Waste Acceptance Rule .1406 (6) .............................................................................12 
3.11.5 Monitoring Requirements Rule .1406 (9) ...................................................................12 
3.11.6 Temperature Parameters Rule .1406 (10) ..................................................................13 
3.11.7 Addition of Nitrogen Bearing Materials Rule .1406 (13) ............................................13 
3.11.8 Classification/Distribution of MSW Compost Products Rule .1407 ..........................13 
4.0  RANDOM WASTE SCREENING PROGRAM ...............................................................14 
4.1 Authority ............................................................................................................................14 
4.2 Random Selection ..............................................................................................................14 
4.3 Record Keeping .................................................................................................................15 
4.4 Training ..............................................................................................................................15 
4.5 Inspection Site Location ....................................................................................................15 
4.6 Action Plan.........................................................................................................................15 
5.0 SUBCELL PROGRESSION AND WASTE PLACEMENT ............................................16 
5.1 MSW Landfill ....................................................................................................................16 
5.1.1 Subcell Progression ......................................................................................................16 
5.1.2 Waste Placement and Compaction ...............................................................................16 
5.1.3 Filling Operations ........................................................................................................17 
5.1.4 Daily Cover ..................................................................................................................17 
5.1.5 Intermediate Cover.......................................................................................................17 
Operations Plan 2 Joyce Engineering
Oxford Landfill Facility Rev. September 2014
Granville County, North Carolina Rev. November 2015
5.1.6  Alternate Cover Material .............................................................................................17 
5.2 C&D Landfill .....................................................................................................................18 
5.2.1 Waste Placement and Compaction ...............................................................................18 
5.2.2 Daily and Intermediate Cover ......................................................................................18 
6.0  ENVIRONMENTAL MONITORING PROGRAMS ......................................................18 
6.1 Water Quality .....................................................................................................................18 
6.2 Landfill Gas .......................................................................................................................18 
7.0  EROSION AND SEDIMENT CONTROL REQUIREMENTS........................................19 
8.0  RECORD KEEPING REQUIREMENTS .........................................................................19 
9.0 LEACHATE MANAGEMENT PLAN FOR UNIT 2, PHASE 1 MSW LANDFILL ......20 
9.1 Maintenance of the Leachate Collection System ...............................................................20 
9.2 Leachate Generation Records ............................................................................................20 
9.3 Leachate Monitoring ..........................................................................................................20 
9.4 Leachate Disposal ..............................................................................................................20 
9.5 Contingency Plan for Extreme Conditions ........................................................................21 
9.6 Handling Leaks and Stormwater in the Leachate Collection Tank Area ...........................21 
9.7 Operations in the Leachate Loadout Area .........................................................................21 
10.0 CONTINGENCY PLAN ...................................................................................................21 
10.1 Implementation..............................................................................................................22 
10.2 Inoperable Periods .........................................................................................................22 
10.3 Emergency Response Procedures ..................................................................................22 
10.4 SEVERE WEATHER CONDITIONS ..........................................................................25 

APPENDICES

Appendix 1 Random Waste Screening Program Forms
Appendix 2 POTW Approval Documentation
Appendix 3 Tarp Data Sheet
Appendix 4 Temperature Log Data Sheet
Appendix 5 Compost End User Brochure
Appendix 6 USDA Work Plan from Cooperative Service Agreement
Appendix 7 Fire Occurrence Notification Form

DRAWINGS

Drawing No. OP-T Title Sheet
Drawing No. OP-L Legend and General Notes
Drawing No. OP-01 Existing Conditions

Operations Plan 3 Joyce Engineering
Oxford Landfill Facility Rev. September 2014
Granville County, North Carolina Rev. November 2015
1.0 GENERAL

The Operation Plan describes how the design and construction plans will be implemented during
the life of the facility. The plan consists of drawings and accompanying text which illustrate
existing conditions, cell progression, waste placement and daily operations, leachate
management, special waste management, buffer zones and soil borrow procedures.

The Oxford Landfill is owned and operated by Granville County. The landfill property is located
at 6584 Landfill Road, Oxford, North Carolina, approximately 4 miles north of Oxford, North
Carolina. The facility is north of the Oxford Outer Loop between Little Satterwhite Road and
Highway 15 off of Sterl Carrington Road. The disposal area is located on a slight topographic
high that slopes downward in all directions. Surface water flow is towards drainage features
which eventually flow north to the Little Grassy Creek.

The area to be served by the facility includes Granville County and the surrounding counties of
Durham, Franklin, Person, Vance and Wake. The municipalities of Oxford, Butner, Creedmoor,
Stem and Stovall will also be served. The intent of this facility is to accommodate waste from
Granville County and minor overflow waste from the surrounding counties. Therefore, waste
generation trends solely from Granville County were used to develop projected disposal rates.

The landfill property is approximately 417 acres. The site consists of an existing C&D landfill
(Permit No. 39-01) operating on top of a closed MSW landfill covering approximately 29 acres.
Other areas at the facility include a convenience center, collection of scrap tires, and white goods
for off-site recycling or disposal. Ancillary facilities such as a scale house and maintenance
building are also located on the site. The MSW facility consists of 3 Units (157.8 acres). Unit 2
contains 5 phases, Unit 3 contains 11 phases, and Unit 4 contains 2 phases. This application is
for a renewal of the Permit to Operate for the C&D landfill.

Currently, an average of 50 tons of construction and demolition debris waste is managed daily,
based on a five-day week, at the landfill. With the opening of the MSW Unit 2, Phase 1 landfill
in May 2013, an average of 125 tons of MSW will be handled daily.

2.0 OPERATIONS DRAWINGS

2.1 Existing Conditions
The site existing conditions is presented on Drawing No. OP-01 and currently includes the
following components:
 Active C&D landfill over closed unlined MSW landfill (Permit No. 39-01-1997)
 Active MSW landfill Unit 2, Phase 1 (Permit No. 39-01-2012)
 Convenience center (drop-off area for recyclables and waste)
 Office and maintenance building
 Weighing scales
 Tire collection area
 White goods collection area
 Land clearing debris collection area
Operations Plan 4 Joyce Engineering
Oxford Landfill Facility Rev. September 2014
Granville County, North Carolina Rev. November 2015
 Yard trash collection and compost area

The drawing also shows the limits of the existing waste disposal area, the environmental
monitoring system, the landfill entrance road, landfill access and perimeter roads, scale house,
and office. Current topography for the property is shown, as well as the neighboring residence
and wells, the 300-foot buffer from the property line, and other site features.

Borrow areas will be located in future Units 2, 3, & 4.

3.0 GENERAL OPERATING CONDITIONS

3.1 Hours of Operation
The MSWLF and C&DLF will operate Monday through Friday. The operation hours are 7:30
a.m. to 4:00 p.m., but may be adjusted slightly due to fluctuations in the waste stream, or other
unforeseen conditions. Brush, metal, and tires are accepted Monday through Friday and 8:00
a.m. to 12:00 p.m. on Saturday unless altered by the County Board of Commissioners. The
MSWLF will be closed on the following major holidays: New Year’s Day, Good Friday (close at
12:00 pm), Memorial Day, July 4th, Labor Day, Thanksgiving Day, Christmas Eve, and
Christmas Day. An entrance sign has been posted noting operating hours. Holiday closings are
advertised in the local paper and notices posted at the entrance ten days prior to the holiday.

3.2 Site Access and Safety
Limiting access to the landfill facility is important for the following reasons:
 Unauthorized and illegal dumping of wasted materials is prevented;
 Trespassing, and injury resulting there from, is discouraged; and
 The risk of vandalism is greatly reduced.

Access to active areas of the landfill will be controlled by a combination of fences and natural
barriers such as the creeks. Access to the facility is controlled through one entrance along
Landfill Road, which has secure gates to prevent access after operating hours. A large sign
containing the information required in Rule .1626(6) (i.e. dumping procedures, hours, permit
number, etc.) is posted at the facility entrance. Waste collection vehicles are weighed in (and out
if tare weights are not on file for the vehicle) at the existing scale.

Signs have been posted directing traffic to separate areas for the collection of tires, white goods,
yard waste, and other recyclable goods, and the MSW active landfill area.

During the hours of operation, traffic is routed from the entrance gate and scale house via a
gravel access road to the MSWLF or to the C&DLF. The roads shall be maintained to remain
passable during all weather conditions. The cell access roads will change in location as the
working face moves both horizontally and vertically with the progression of waste fill. The
slopes of cell access roads at maximum fill heights should not exceed 10%. An attendant is on
duty at the scale house at all times during the operating hours.

Operations Plan 5 Joyce Engineering
Oxford Landfill Facility Rev. September 2014
Granville County, North Carolina Rev. November 2015
Frequent inspections of the access roads, gates and fences will be performed by landfill
personnel. Landfill personnel will maintain the approved access road conditions, as well as,
monitor the accessibility to monitoring points. Evidence of trespassing, vandalism, or illegal
operation will be reported to the County Sheriff.

3.3 Waste Acceptance
The landfills will accept only those solid wastes included in their current permits, including
household, commercial, construction and demolition debris, land clearing and inert debris, and
industrial solid wastes. These are defined in Rules .0532 for the C&D landfill and .1602 for the
MSW landfill as follows:

3.3.1 MSW Landfill

 Household waste means any solid waste derived from households including single and
multiple residences, hotels and motels, bunkhouses, ranger stations, crew quarters,
campgrounds, picnic grounds, and day-use recreation areas.

 Commercial solid waste means all types of solid waste generated by stores, offices,
restaurants, warehouses, and other nonmanufacturing activities, excluding residential and
industrial wastes.

 Industrial solid waste means solid waste generated by manufacturing or industrial processes
that is not a hazardous waste regulated under Subtitle C of RCRA. Such waste may include,
but is not limited to, waste resulting from the following manufacturing processes: electric
power generation; fertilizer/agricultural chemicals; food and related products/by-products;
inorganic chemicals; iron and steel manufacturing; leather and leather products; nonferrous
metals manufacturing/ foundries; organic chemicals; plastics and resins manufacturing; pulp
and paper industry; rubber and miscellaneous plastic products; stone, glass, clay, and
concrete products; textile manufacturing; transportation equipment; and water treatment.
This term does not include mining waste or oil and gas waste.

Neither spoiled food, hatchery waste, nor other animal waste is intended to be received in
quantities large enough to be problematic for operations. In the event that such wastes are
received, they will be immediately buried and covered with a thick layer of soil followed by non-
putrescible municipal solid waste. If asbestos waste is received, it will be managed in
accordance with 40 CFR 61. The waste will be disposed at the bottom of the working face and
covered immediately with soil in a manner that will not cause asbestos particles to become
airborne.

3.3.2 C&D and MSW Landfills

 Construction and Demolition Debris Waste means solid waste generated solely from the
construction, remodeling, repair, or demolition operations on pavement and building
structures.

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Oxford Landfill Facility Rev. September 2014
Granville County, North Carolina Rev. November 2015
 Land Clearing and Inert Debris means solid waste created during land clearing including
untreated wood, yard trash, uncontaminated soils and rock.

 Solid waste generated by mobile or modular home manufacturers and asphalt shingle
manufacturers in Granville County.

If asbestos waste is received, it will be managed in accordance with 40 CFR 61. The waste will
be disposed at the bottom of the working face and covered immediately with soil in a manner
that will not cause asbestos particles to become airborne.

3.4 Prohibited Waste
A sign is posted at the landfill gate (see Section 3.2 above) that reads "No hazardous or liquid
waste accepted without written permission from the Division of Solid Waste Management". The
C&D and the MSW landfills will not accept:

 Hazardous waste as defined within 15A NCAC 13A, including hazardous waste from
conditionally exempt small quantity generators;

 Polychlorinated biphenyl (PCB) wastes as defined in 40 CFR 761;

 Liquid wastes (i.e., any waste material that is determined to contain "free liquids" as defined
by SW-846 Method 9095 (Paint Filter Liquids Test), unless the waste is household waste
other than septic waste or waste oil, or leachate or gas condensate derived from the landfill
managed in accordance with Rule .1626(9);

 Barrels and drums unless they are empty and sufficiently perforated, except fiber drums
containing asbestos;

 Wooden pallets (applies to MSW landfill only);

 Discarded computer equipment and televisions (effective July 1, 2011)

 Other wastes specifically banned from landfill disposal by rule or statute for C&D and MSW
landfills, such as lead acid batteries, whole tires, used oil, oyster shells, or aluminum cans.

In addition to the prohibited waste, the landfills will not dispose of yard waste, white goods,
antifreeze, whole scrap tires, recyclable plastic and beverage containers, and motor vehicle oil
filters.

The County will notify the Division within 24 hours of attempted disposal of any waste the
landfill is not permitted to receive, including waste from outside the area the landfill is permitted
to serve. The waste screening program is described later in this Operation Plan.
Operations Plan 7 Joyce Engineering
Oxford Landfill Facility Rev. September 2014
Granville County, North Carolina Rev. November 2015

3.5 Special Wastes
The facility accepts “special wastes” such as tires and white goods but separates these wastes
from the general disposal area.

Tires
Tires are received from residential and commercial customers. Tire counts are verified by
observation and/or North Carolina Tire Certification Form (for customers with 6 or more tires).
Customers are directed to the tire disposal area located north of the scale house as noted on
Drawing No. OP-01. Tires are disposed of by customers on to the ground. Weekly, the tires are
loaded into an open top trailer. The County contracts with Central Carolina Holdings for
recycling and/or disposal of the tires that are collected on-site. Central Carolina Holdings
changes out the trailer as needed with a maximum time of 10 calendar days between trailers.
Tires are currently hauled to and processed in Cameron, North Carolina.

White Goods
Customers with white goods and/or scrap metal are directed to the white goods area located
north of the scale house as shown on Drawing No. OP-01. Customers place white goods and
scrap metal in the unloading area. Freon containing devices are off loaded to the northwest
corner of the pad where a licensed contractor, Huff’s Soil Conservation, for Freon removal
performs the recovery of Freon. The contractor marks appliances that have undergone Freon
removal with an “X”. Records of Freon removal or damaged Freon lines are kept at the
scalehouse. The appliance is then stockpiled with the other metals. The metals are stored on-site
until they are removed to a recycling facility. Removal of white goods and scrap metal are
usually bid out on a $/ton basis. Market conditions and the contractor determine the scrap yard
which can range from Winston Salem, NC to Norfolk, Va. The County handles approximately 4
tons of metals for recycling per month.

Land Clearing Debris
The County receives land clearing debris from Granville County and the surrounding counties of
Durham, Franklin, Person, Vance and Wake. The municipalities of Oxford, Butner, Creedmoor,
Stem and Stovall will also be served. Land clearing debris consists of solid waste generated
solely from land clearing activities.

The facility receives on average 45 tons of this type of waste per month. This material is
stockpiled and ground as needed. Once ground, the material is used on site for erosion control.

The land clearing debris area is located east of Unit 1 and south of Unit 2 as shown on Drawing
No. OP-01.

Asbestos Waste Management
The Oxford facility may dispose of asbestos within the C&D and MSW landfills. Asbestos will
only be accepted if it has been processed and packaged in accordance with State and Federal (40
CFR 61) regulations. Asbestos will arrive at the site during morning operating hours in vehicles
Operations Plan 8 Joyce Engineering
Oxford Landfill Facility Rev. September 2014
Granville County, North Carolina Rev. November 2015
that contain only the asbestos waste and only after a minimum 24-hour advance notification by
the generator.

Once the hauler brings the asbestos to the landfill, the hauler will be directed to the designated
asbestos disposal area by operating personnel. The designated disposal area will be prepared by
operations personnel by leveling a small area using a dozer or loader. Prior to disposal, the
landfill operators will stockpile cover soil near the designated asbestos disposal area. The
volume of soil stockpile will be sufficient to cover the waste and provide any berms, etc. to
maintain temporary separation from other landfill traffic.

Once placed in the prepared area, the asbestos will be covered with a minimum of 18 inches of
daily cover soil placed in a single lift. The surface of the cover will be compacted and graded
using a track dozer or loader. The landfill compactor will be prohibited from operating over
asbestos disposal areas until at least 18 inches of cover are in place.

The landfill staff will visually record the approximate location and elevation of asbestos waste
once cover is in-place. The Solid Waste Director will then review pertinent disposal and location
information to assure compliance with regulatory requirements and enter the information into the
Operating Record. Asbestos location information is known by landfill staff and available to the
Department upon request.

Once disposal is completed, the area may be covered with waste. No excavation into designated
asbestos disposal areas will be permitted.

Recyclables
The landfill’s convenience center also collects household recyclables such as aluminum cans,
steel cans, newspaper, motor oil, vegetable oil, antifreeze, glass, PET Plastics, and cardboard.
Used oil is picked up by Noble Oil when the facility has collected 350 gallons.

The facility name, physical address, permit number (if applicable), phone number and/or email
address for current contractors being used for transporting, treating, processing, and/or disposing
of recyclable material will be maintained in the facility Operating Record.

Sludge
The landfill may accept wastewater treatment sludges in accordance with the following
conditions:
 Co-disposal with waste in a permitted MSW landfill facility; or
 Utilized as a soil conditioner and incorporated into or applied onto the vegetative growth
layer but in no case greater than six inches;

Additional information about the facility’s management of special waste can be found in the
Granville County Solid Waste Management Plan.
Operations Plan 9 Joyce Engineering
Oxford Landfill Facility Rev. September 2014
Granville County, North Carolina Rev. November 2015

3.6 Litter Control
Prompt compaction of the waste at the working face will be the first method used to control
blowing litter. Temporary fences and/or dikes may be constructed to contain windblown
material during operations. In addition, landfill personnel will pick up windblown litter as
necessary each working day and return it to the working face.

3.7 Equipment
Equipment will be needed for spreading and compacting wastes, hauling, spreading and
compacting cover material, for support functions such as access road construction and
maintenance, dust control, mud control and drainage channel excavation.

The following table outlines the equipment, personnel, and working face requirements necessary
for the proper operation of the facility, based on average waste intake rates.

TABLE 1
EQUIPMENT AND PERSONNEL GUIDE
Average
Waste Intake
Range
(tons/day*)
Required Equipment Type and Use
Minimum
Operating
Units
Required
Minimum Personnel
Required per Shift
0-500 Water Dispersion Equipment
Dozer (spread refuse and cover, compact waste, berm construction)
Compactor (compact waste and cover material)
Truck and or scraper pans (haul refuse and cover material)
Excavator (optional - excavate soil if pan not used)
Scales
1
1
1
2
1
1
Scale Operators: 1
Equipment Operators: 3
Maintenance Workers: 1
Laborers: 1

500-1,000 Water Dispersion Equipment
Dozer (spread refuse and cover, compact waste, berm construction)
Compactor (compact waste and cover material)
Truck and or scraper pans (haul refuse and cover material)
Excavator (optional - excavate soil if pan not used)
Scales
1
2
2
2
1
1
Scale Operators: 1
Equipment Operators: 4
Maintenance Workers: 1
Laborers: 1

Notes:
1. Dozer, Compactor, Truck, and Excavator (or Loader), and Water Dispersion Equipment sizes will vary to match operating needs.
Each piece of equipment is matched with one or more operators to meet personnel needs over the daily operating period.
2. Equipment calculations are based on 10-hour operations and Bomag 671 Compactor (weight 70,000 lbs. min.), and CAT Track-
Type Tractor (dozer) type D-7 (55,000 lbs. min) in combination with CAT tracked loader model 973 (58,000 lbs. min.) typical.
3. In the event that operations are for other than 10 hours, equipment needs will be adjusted proportionally.

The amount of equipment on site should provide the necessary backup in the event of an
emergency situation.

3.8 Air Quality
The facility will maintain all necessary compliance with the Division of Air Quality. Open
burning of waste, including yard waste and brush, is prohibited at the landfill.

3.9 Dust, Odor, Fire and Vector Control
To minimize dust related to waste hauler traffic, road surfaces are sprayed with water from a
water truck as needed during windy, dry weather.

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Oxford Landfill Facility Rev. September 2014
Granville County, North Carolina Rev. November 2015
Odors and disease vectors will be controlled by promptly covering the waste at the working face,
and by use of the daily cover. Daily cover is described in more detail in a subsequent section.

Incoming loads of waste are observed by site operators and scalehouse attendants for evidence of
fire such as flames, smoke, or the odor of burning material. Inspections will be conducted in a
designated area near the working face of the landfill. Burning loads will be extinguished before
dumping if possible. The waste will be removed or segregated from other waste in the disposal
area. The landfill operator will perform an evaluation of the situation to determine whether the
fire can be extinguished using fire extinguishers or other equipment present at the site, or if off-
site equipment will be needed. If necessary, the local fire department will be called to render
assistance in extinguishing the fire. Fires that occur at the landfill will be reported verbally to the
Division within 24 hours and in writing within 15 days. A copy of the Fire Occurrence
Notification Form is in Appendix 7.

If a fire occurs at the waste disposal area, the operator first observing the fire will immediately
radio the landfill office to report the size of the fire and request backup. If possible, the waste
will be removed or segregated from other waste in the disposal area. Following segregation, the
situation will again be evaluated to determine whether or not additional assistance will be
necessary from off-site emergency personnel and handled as described above.

Fire extinguishers are located on each piece of equipment on site. Equipment operators are
trained annually in the use of these extinguishers. Fire extinguishers will be used for small,
localized fires. A stockpile of soil is maintained near the working face to be used for
extinguishing small surface fires that may be too large to control with the fire extinguishers
carried on the landfill equipment. Emergency personnel will be notified in the case of fires too
large to be extinguished with fire extinguishers or soil as described above. Water contained in
sedimentation ponds can serve as emergency reservoirs to aid local firefighters in the
extinguishing of larger fires.

3.10 Scavenging/Salvaging
The unauthorized removal of waste, or scavenging, is prohibited at the landfill. Landfill
personnel may remove recyclable salvageable materials and process them through the County’s
recycling program.

3.11 Type 1 Composting Facility

3.11.1 Waste Quantities

The County receives yard trash from Granville County and the surrounding counties of Durham,
Franklin, Person, Vance and Wake. The municipalities of Oxford, Butner, Creedmoor, Stem and
Stovall will also be served. This waste consists of solid waste resulting from landscaping and
yard maintenance such as brush, grass, tree limbs, and similar vegetative material. The
composting facility covers approximately 1.9 acres.
Accurate records of incoming waste should be kept at the scale house. These records should
differentiate between loads of brush, clean wood, and loads of leaves or grass clippings.
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Oxford Landfill Facility Rev. September 2014
Granville County, North Carolina Rev. November 2015

3.11.2 Design Considerations
Design Capacities and Product Quality

The facility currently receives an average of 43 tons per year of yard trash. This material is
windrowed as received.
The following table summarizes the design criteria used to verify adequate space at the facility
for the composting operation. As a factor of safety, it was assumed that the density of the product
remains the same as the incoming waste stream.

Total waste stream (by weight) 43 tons (annual)
Density (assumed average) 500 lb/cubic yard
Composting waste stream (by volume) 172 cubic yards
Cross-section windrow 2' (top) x 15' (base) x 4' (ht) 34 square feet
Total length windrow required 10 feet
At 10' length 1 windrow needed annually
With 15' base and 10' aisle, total acreage required 0.006 acres maximum
(running 1 windrow at a time)

The site is designed with a working area for the Type 1 facility of approximately 0.15 acres as
illustrated on Drawing No. OP-01. Sufficient room is available for the operation of 2 windrows.

Site Plan

The composting facility is located north of the scalehouse. The location is shown on Drawing
No. OP-01.

3.11.3 Operations
General Description

Incoming yard trash is weighed and directed to the yard trash collection and composting area.
The yard trash is stockpiled and moved by landfill personnel into the windrow. The yard trash is
formed into windrows using a front end loader. The windrows are spaced approximately 10 feet
apart and each has a east/west orientation and the following geometry: 4 feet high x 15 feet wide
at base x 2 feet wide at top. An aisle of 25’ is maintained on the east side of the windrows for
emergency access.
Once the windrow is formed, it will be turned several times using a front end loader to mix the
materials. If necessary, water will be added as the windrow is constructed and then periodically
during the stabilization process. The pile will be sprayed as it is turned on an as needed basis.
For optimum composting the moisture should be maintained between 45% and 60%. Dryer than
45% and the microbial action is slowed; higher than 60% and the material becomes difficult to
handle and difficult to aerate.
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The temperatures are taken at a minimum of each third (3 separate places) of the windrow. It is
suggested that the temperature be controlled by turning (aerating) to assure that the compostable
material is maintained at an optimum range for decomposition (between 104oF and 113oF) and
then allowed to elevate to 131oF where it must be maintained for a period of 3 consecutive days
as required by Rule .1406(10). When the temperature within the windrow falls below 120oF –
130oF during the final stages of composting, the windrow is turned. Windrow construction and
turning frequency will be sufficient to maintain aerobic conditions to produce a compost product
in the desired time frame. Separate records are kept for each windrow. Once a windrow is
constructed, it is assigned an I.D. number and folder which are used over the lifespan of the
windrow. Every time windrow data is taken, it is documented and logged in the folder.
A nitrogen source may be added to the yard waste as needed to promote the compost process.
The County uses calcium nitrate when necessary. The calcium nitrate is spread by hand and
mechanically mixed.
The process of stabilization is expected to take 3 days. The final time frame is a function of
material density, material type, moisture and operational controls.
Once the windrow begins to cool indicating stabilization, the County screens the material and the
larger particles are reused in the process or used as woodchips or mulch. By keeping the coarser
materials in the compost, it enables more oxygen to get into the windrows and produces more
compost in the finished product. The compost is now stockpiled. Depending on the end use
requirements, the compost may be screened again prior to stockpiling if a finer screen is
available. The larger particles would be either reused in the process or used as a coarser product.

If the material is free of sharp particles, has no offensive odor, and has minimal pathogens, it
may be used in an unrestricted way.

Once the compost meets the regulatory requirements for distribution to the public, it can be
released for use. As the public obtains the material they must be given the information indicated
in Section 3.11.8.

3.11.4 Waste Acceptance Rule .1406 (6)

The Type 1 compost facility will accept only grass, leaves, brush, tree limbs, and similar
vegetative material. No municipal solid waste (MSW), hazardous waste, asbestos containing
waste, land clearing debris, or medical waste shall be accepted at the facility. The County
accepts yard trash in a non-bagged state or in approved biodegradable bags. Deliveries are
monitored at the site. The County anticipates little contamination of the material.

3.11.5 Monitoring Requirements Rule .1406 (9)

The windrows are monitored for temperature daily. A log will be kept of all temperature
readings, which includes the location of the probes. A copy of the temperature log is contained
in Appendix 4.
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Moisture should be kept in the range of 45% - 60%. Water should be added as required to stay
within this range. Temperature will be monitored daily until readings of 131°F are achieved for
three (3) consecutive days. To monitor temperature, the probe should be inserted 12"- 24" every
50' along the windrow at a 45° - 90° angle.

3.11.6 Temperature Parameters Rule .1406 (10)

For Type I facilities, the compost process must be maintained at or above 55°C (131°F) for 3
consecutive days and aerated to maintain elevated temperatures.

3.11.7 Addition of Nitrogen Bearing Materials Rule .1406 (13)

Nitrogen compounds may be added as necessary to adjust the nutrient balance for optimum
product development. Only approved waste materials (i.e. grass clippings, leaves) or chemical
compounds may be added. Nitrogen rich materials can decompose rapidly and cause odor
problems. Materials such as grass clippings must be incorporated into the process as soon as
possible.
To determine if nitrogen is necessary, the carbon to nitrogen ratio should be calculated. For
proper composting, this ratio should be greater than 25:1, but less than 40:1 at the start of
composting. Incoming materials have the following estimated ratios:

 Grass clippings 12 - 15:1  Dry leaves 40:1  Paper and wood 200:1  Sawdust 200 - 500:1
Thus, adjustment may be necessary after grinding, screening and blending the feedstock
materials.

3.11.8 Classification/Distribution of MSW Compost Products Rule .1407

Requirements

For unrestricted use, the finished Type I compost must meet the following criteria:
 Minimal pathogenic organisms
 Free from offensive odors  Containing no sharp particles
 Man-made inerts do not exceed 1 inch in size
If these criteria are met then the finished compost material will be marketed to residents of the
County and surrounding areas with directions provided.

Labeling

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When the Type 1 compost material is to be marketed to the public, sufficient information should
be provided to the public to:

 Inform users of the benefits of using compost
 Advise users on suggested uses of product
 Inform users of cautions in using product
 Inform users of composition of the material including nutrients and contaminants
 Inform users of source of feedstock

Appendix 5 includes samples of informative brochures that may be provided to the end user.

4.0 RANDOM WASTE SCREENING PROGRAM

4.1 Authority
The following “Random Waste Screening Program” has been developed in accordance with
North Carolina's Solid Waste Management Regulations, Rule .0544(e) and .1626(1)(f) for the
landfill. The program is primarily used to detect hazardous waste that is mixed with waste.
However, the same methodology can be used to keep hazardous wastes and prohibited wastes
out of the landfill. Key elements addressing waste screening are as follows:

No hazardous or liquid wastes as defined in 15A NCAC 13A, municipal solid
waste, or materials offering an undue hazard to landfill personnel or the landfill
operations shall be accepted at the landfill except as specifically authorized by the
facility permit or by the Division. The owner or operator has implemented an
inspection program to detect and prevent disposal of unpermitted wastes,
hazardous and liquid wastes, and polychlorinated biphenyls (PCB). This program
includes, at a minimum:

 Random inspections of incoming loads, unless the owner or operator takes other steps
to ensure that incoming loads do not contain municipal solid waste, regulated
hazardous or liquid wastes, or PCB wastes;
 Records of any inspections;
 Training of facility personnel to recognize municipal solid waste, regulated hazardous
or liquid wastes, or PCB wastes; and
 A contingency plan to properly manage any identified unpermitted or hazardous
and/or liquid wastes.

4.2 Random Selection
Random selection of vehicles to be inspected will be conducted on a regular basis, depending on
personnel available. At least one vehicle per week, but not less than one percent by weight of
the waste stream (based on the previous week’s total) will be randomly selected at the working
face by the personnel conducting the inspection. A random truck number and time will be
selected (i.e., the tenth load after 10:00 a.m.) on the day of inspections.
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Granville County, North Carolina Rev. November 2015

4.3 Record Keeping
Report forms for record keeping purposes are included in Appendix 1. These forms will be
completed at each inspection. All reports and resulting correspondence will be maintained at the
County Landfill office for the life of the landfill and during the post-closure period.

4.4 Training
The Landfill Operations Manager and/or staff from the Department of Solid Waste who are
trained to identify and manage MSW waste and hazardous and liquid waste will supervise
inspections. Landfill operators, recycling attendants, and landfill clerks responsible for screening
waste will be properly trained to identify hazardous and liquid waste.

4.5 Inspection Site Location
Inspections will be conducted in a designated area near the working face of the landfill.

4.6 Action Plan
The following action plan details the procedure to follow for conducting the random waste
inspections.

1) Dump single load in prepared area. Detain truck and driver until inspection is completed.

2) Spread waste with compactor and/or hand tools as appropriate. Hand rake loads that
include items such as large closed containers to avoid possible rupturing of the containers. Have
appropriate safety equipment present. Minimum safety equipment will include:

 Rubber gloves;
 Rubber boots;
 Safety glasses; and
 Long handled hoe

3) Examine waste for excluded waste and/or safety hazards:

 Containers labeled hazardous;
 Excessive or unusual moisture;
 Regulated biomedical (red bag) waste;
 Powders, dusts, smoke, vapors, or chemical odors;
 Sludges, pastes, slurries, or bright colors (such as dyes); and
 Unauthorized out-of-County waste

4) Take appropriate action(s) as follows:
 Incorporate acceptable waste into working face. Facility personnel, especially the landfill
operator and scalehouse attendant, should be familiar with the acceptable and
unacceptable waste materials and the control measures necessary to prevent unacceptable
wastes from being disposed of at this facility.
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 Hold suspect waste for identification by on-site personnel and, if necessary, confirmation
by others such as a contract laboratory, hazardous waste management firm, or state
and/or federal regulator;
 Interview driver and hauler to identify the source of suspect waste in the load;
 Hold rejected hazardous or liquid waste for generator; and
 Arrange for hazardous or liquid waste collection by a collector licensed to store,
transport, and dispose of hazardous waste according to federal and state requirements.

5) Document Actions:

 Record Inspection;
 Retain Reports; and
 Report hazardous, liquid or PCB wastes to Solid Waste Section – DENR. A verbal
notice to the Division within 24 hours and a written notice shall be submitted within 15
days.

In the event hazardous, liquid, and/or PCB wastes is placed on the working face. The hauler will
be retained and requested to remove the waste from the facility. However, if the hauler is unable
to be retained or identified the landfill operator will immediately act to contain the area. A
hazardous waste management firm will be contacted to remove and properly dispose of the
waste.

5.0 SUBCELL PROGRESSION AND WASTE PLACEMENT

5.1 MSW Landfill

5.1.1 Subcell Progression

The method of filling shall be the area method in accordance with the previously submitted and
approved plans. Phase 1 was constructed with stormwater segregation features to limit the
potential of stormwater runoff to become leachate. Inactive areas will be separated from the
active area by the use of a temporary berms and a rainflap to segregate the uncontaminated
runoff. Captured stormwater will gravity drain to the downgradient end of the Unit 2, Phase 1
area not in use. Stormwater will be removed from the cell with electric and portable pumps and
placed into a drainage area leading to sediment basin SB-4 located north of Unit 2. As filling
progresses to the remaining Phase area, the rainflap and berms will be removed. The date of the
rainflap and berm removal will be documented and kept with the facility’s operating records.
The first active area will be in the northwest portion of Phase 1.

5.1.2 Waste Placement and Compaction

The waste will be tipped in the active area as closely as possible to the working face, and pushed
if necessary to the desired area. The length of the daily working face will be maintained at
approximately 100 feet in order to provide adequate space for several trucks to dump at the same
time. The width of the working face varies somewhat depending on the rate of waste acceptance
on a given day, weather conditions and other factors, but should be maintained as small as
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possible. The waste shall be compacted as described below with steel-wheeled compactors (see
equipment list earlier in section 3.7).

To minimize the chance of damage to the liner in any new subcell, the initial lift of waste will be
at least 5 feet thick, and will consist of only residential, non-bulky waste. Compaction will be
minimal because later lifts will surcharge the initial lift so that there is no net loss of density.
Typical compaction procedures above the initial lift will involve placement of waste in thin
layers (1-2 feet thick) on 4H:1V slope and not to exceed 3H:1V. The compactor will roll a
minimum of three times across the waste. The compaction effort will extend slightly past the
waste to prevent wind-blown material leaving from the edge of the lift. Calculations have
determined that the approximate in-place density of waste and soil combined is around 1,200
pounds per cubic yard. The waste density calculation will be reviewed periodically. Operational
procedures may be revised to improve the efficiency of the site.

5.1.3 Filling Operations

The waste will be compacted according to the procedures described above. Each lift of waste
shall be approximately 10 feet thick, including an allowance for weekly cover. The proposed
waste to total soil volume ratio is approximately 7:1. The size of the working face will be
maintained as small as possible. The width of the working face will vary, depending on the rate
of waste acceptance on a given day and weather conditions.

5.1.4 Daily Cover

At the end of each day's operation, compacted waste in the subcell will be covered with a tarp
using two bulldozers and two men. Every Friday, a minimum of six inches of soil is used to
cover the waste. The cover soil shall be compacted with minimum of two passes with the
compactor. Waste may be covered more frequently than once per day if necessary to control
fires, odors, or blowing litter.

5.1.5 Intermediate Cover

In areas where another lift of waste will not be placed for at least 12 months, an additional 6
inches of soil shall be placed over the daily cover for a total of 12 inches of intermediate cover.
Provisions for a vegetative ground cover sufficient to restrain erosion shall be accomplished
within 30 working days or 120 calendar days following completion of each phase of
development.

5.1.6 Alternate Cover Material

Although alternate daily cover (ADC) materials and methods have been used at this facility in
the past, Granville County will undergo a demonstration period as approved by NC DENR prior
to adopting a method to ensure the ADC adequately meets the requirements established by the
Division.

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5.2 C&D Landfill

5.2.1 Waste Placement and Compaction

Waste will be placed into the smallest area feasible and compacted as densely as practical.

5.2.2 Daily and Intermediate Cover

Waste will be covered with six inches of earthen material when the waste disposal area exceeds
one-half acre and at least once weekly. Cover may be placed more frequently if necessary to
control disease vectors, fires, odors, blowing litter, and scavenging. The date and time of cover
placement will be recorded in the operating record.

Areas which will not have additional wastes placed on them for three months or more, but where
final termination of waste disposal has not occurred, will be covered and stabilized with
vegetative ground cover or other stabilizing material.

6.0 ENVIRONMENTAL MONITORING PROGRAMS

6.1 Water Quality
Per the facility Water Quality Monitoring Plan, the groundwater monitoring network for the Unit
1 landfill consists of one upgradient well (MW-7) and five downgradient wells (MW-2, MW-3R,
MW-4R, MW-5R and MW-6R). In addition, the Corrective Action Plan (CAP) dated April 23,
2009 designated NES-1S and NES-2S as performance wells and NES-1D and NES-2D as
sentinel wells. In a letter dated June 3, 2014, the DENR approved removal of NES-1S and NES-
1D as performance/sentinel wells, so they are no longer monitored.

The monitoring network for Unit 2, Phase 1 includes one upgradient background well and four
downgradient compliance wells to monitor the Unit 2, Phase 1 waste area, plus one compliance
well to monitor the leachate storage area. Upgradient well MW-7 serves as the background well
for both Unit 1 and Unit 2. Wells MW-9, MW-10, MW-11 and NES-2S will serve as
downgradient compliance wells for Unit 2, Phase 1. (NES-2S also serves as a performance well
for Unit 1.) Monitoring well MW-8 is located downgradient of the Unit 2 leachate storage area.

There are four surface water sampling points, SW-1, SW-2, SW-3, and SW-4. Sampling point
SW-1 is a sedimentation pond located near the southeast corner of Unit 1, and is upstream of
waste. Sampling point SW-2 is on the small creek located between Unit 1 and Unit 2 and is
downstream of the waste units. SW-3 is on the creek located east of Unit 2, upstream of the
waste unit, and SW-4 is on the same creek downstream of the waste unit, before its confluence
with the small creek between the two units.

6.2 Landfill Gas
Per the facility Landfill Gas Monitoring Plan, the monitoring network for Unit 1 consists of 11
gas probes, GP-1A, GP-2, GP-3A, GP-4, GP-5, GP-6, GP-7, GP-8, GP-9, GP-10 and GP-11.
GP-8 and GP-9 are located between Units 1 and 2, and thus are not boundary probes but serve to
monitor gas migration between the two units. In addition, gas probes GP-11 and GP-12 serve to
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monitor Unit 2. GP-12 is on the north side of Unit 2 and GP-11 is near the leachate storage
area. In addition to the 12 gas probes, two structures located on the facility property, the scale
house and maintenance shop, are also monitored.

7.0 EROSION AND SEDIMENT CONTROL REQUIREMENTS

Erosion and sediment control features have been designed in accordance with all applicable
requirements, as will all future structures. The erosion and sediment control features will prevent
silt from leaving the facility, as well as, prevent excessive on-site erosion. 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 will not cause the discharge of a 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 are regularly inspected for erosion, and
maintained as needed. The vegetation on the slopes is mowed at least once a year. These slopes
are maintained with reseeding, fertilizer, and other means, as necessary, to promote a healthy
stand of vegetation.

8.0 RECORD KEEPING REQUIREMENTS

The following Operating Records are maintained at the landfill office and made available to the
Division upon request:
 Operating Permit and pertinent correspondence;
 Operation Plan;
 Emergency Response Plan;
 Inspection records, waste determination records, and waste screening programs
training procedures;
 Date and time notation for cover placement at the C&D landfill;
 Amounts by weight of all waste received at the facility including source of
generation;
 All financial assurance documentation including detailed cost estimates submitted to
the Division for closure, post-closure care and any corrective action programs;
 Water Quality Monitoring Plan and any demonstration, certification, finding,
monitoring, testing, or analytical data required by the approved water quality
monitoring program at the site;
 Gas monitoring plan, monitoring results and remediation plans developed in
accordance with Division requirements if required in response to elevated gas
concentrations;
 Documentation of stormwater segregation devices removal and leachate piping
 Leachate disposal documentation, generation records, and monitoring sample results;
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 Safety training records.

9.0 LEACHATE MANAGEMENT PLAN FOR UNIT 2, PHASE 1 MSW LANDFILL

9.1 Maintenance of the Leachate Collection System
The operator will conduct weekly inspections of the leachate collection and storage system. The
weekly inspection will consist of inspecting the forcemain and its appurtenances, overfill
prevention equipment, the truck filling station, and the exterior of the tank for leaks, corrosion,
and maintenance deficiencies. If there are any deficiencies, remedial measures will immediately
be taken to correct the deficiencies. Inspection reports will be maintained and made available
throughout the lifetime of the storage system. Leachate levels in the storage tank will be
monitored daily and recorded. Cleanouts are provided to allow access to the leachate collection
system. In accordance with state law, water under pressure and mechanical methods through
these cleanouts are periodically used as preventive maintenance of the piping system. Only
certified explosion-proof equipment will be used for video inspections in accordance with OSHA
requirements. Maintenance needs will be re-evaluated if there is an unexpected change in
leachate production rates.

9.2 Leachate Generation Records
The volume of leachate in the tank is monitored daily. Flow meters in the side slope riser and
the pumping station will be used to record daily flows. Leachate is anticipated to be hauled at
least once a week from the facility. The frequency may change depending on the amount of
leachate generated, but per the agreement with City of Oxford, the monthly average amount of
leachate disposed of cannot exceed 15,000 gallons per day. The County maintains records of
leachate hauled from the leachate tank at the landfill to a wastewater treatment plant. Records
will be maintained at the landfill throughout the operating life and during the post-closure care
period. In addition to leachate generation quantities, the County maintains analytical data from
leachate sampling events.

9.3 Leachate Monitoring
The chemical composition of untreated leachate will be analyzed as required by the treatment
facility. The leachate will be collected into laboratory provided containers directly from a
sampling port on the piping connected to the storage tank. The leachate will be analyzed semi-
annually for the Detection Monitoring constituents (EPA Appendix I list from Subtitle D)
required by Rule.1633, and for pH, specific conductance, BOD, COD, phosphate, nitrate and
sulfate. Test results will be submitted to the Solid Waste Section as required.

9.4 Leachate Disposal
Leachate from Unit 2, Phase 1 flows by gravity to a sump located in the northwest corner of Unit
2. Leachate from the Unit 2, Phase 1 sump is pumped from the landfill area via side-slope riser
directly to the leachate storage tank. The leachate will be periodically removed from the tank by
pumping into a tanker truck for transport to the City of Oxford wastewater plant for treatment
and disposal. An agreement with the City of Oxford is in place for the discharge of wastewater
from the landfill to the plant (see Appendix 2). Although no pretreatment of the leachate is
currently required, the new tank is designed so that a pretreatment system can be retrofitted if
necessary for future treatment.
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Granville County, North Carolina Rev. November 2015

9.5 Contingency Plan for Extreme Conditions
The landfill staff hauls leachate from the tank to the wastewater treatment plant using three
dedicated tanker trucks by a private hauler. If required, additional hauling capacity will be
obtained from subcontract haulers or by the rental of additional tanker trucks. Truck drivers
shall remain with their vehicle during loading to provide continuous visual inspection to prevent
overfilling or accidental release. For any observed leak, action is taken to properly contain or
remove accumulations of leachate. If the leak is sufficiently large enough to cause accumulation
in a contained area, the leak will be promptly corrected or repaired. To prevent overflow at the
storage area, the leachate collection tank is accompanied with a high level alarm and the tank is
surrounded by a secondary storage tank to prevent spills due to tank failure. If for some reason
the receiving facility no longer accepts the leachate, it will be pre-treated to facilitate acceptance,
or hauled to another POTW or commercial pretreatment facility.

9.6 Handling Leaks and Stormwater in the Leachate Collection Tank Area
Being an above ground tank, any leaks in the primary containment system will be readily
apparent during routine operations and inspections. If a leak develops in either the primary
containment tank, or piping leading to or from the tank, any water (stormwater or otherwise) that
has accumulated in the secondary containment area will be treated as leachate and pumped back
into the primary containment area for disposal. For normal storm events in which rainwater
accumulates in the secondary containment area, the Operator will verify that there are no visible
leaks in the system and then may discharge the rainwater into the surface stormwater
management system.

9.7 Operations in the Leachate Loadout Area
Appropriate warning signs will be posted in the filling station that relate to safe operations
around the loading area. Smoking is not allowed on the landfill property. Site speed limits will
be posted, although not necessarily in the leachate loading area. The facility does have traffic
signs and markers to promote orderly traffic patterns and to maintain safe and efficient operating
conditions. The capacity of the loadout area spill containment collection basin is approximately
186 ft3 or approximately 1,400 gallons. Small spills will be allowed to evaporate from the
concrete basin, and a dedicated pump for this area will load larger spills into the tanker truck or a
vacuum truck may be used. In the event that the system is inundated and leachate leaves the
area, the County will follow spill response procedures as outlined in the site NPDES permit.

10.0 CONTINGENCY PLAN

This section details the Contingency Plan for the Oxford Landfill facility. This plan has been
developed to protect human health and the environment from fires, explosions, or any unplanned
sudden or non-sudden release of hazardous waste to the air, soil, or surface water.

The Landfill Manager and serves as the Primary Emergency Coordinator (PEC). He can be
reached at the following numbers:

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Oxford Landfill Facility Rev. September 2014
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PHONE: [phone]
Depending on the type of emergency, all or some of the following agencies will be notified as
soon as possible:
County Emergency Preparedness Agency 911
Fire Department 911
Emergency Medical Services (EMS) 911

10.1 Implementation

If an emergency situation develops at the facility, the person discovering the emergency should
contact the emergency coordinator immediately. The decision to implement the Contingency
Plan depends upon whether or not a situation exists which presents a threat to human health or
the environment. The Contingency Plan should be implemented due to any of the following
situations:
Personnel Injury
Fire
Explosion
Spills
Potential Hazardous Waste

10.2 Inoperable Periods

In the event of equipment breakdown, adequate backup equipment will be available onsite to
maintain operations, or replacement equipment will be brought onsite within 24 hours. Routine
preventative maintenance will be performed on equipment, including: routine inspections,
following manufacturer’s recommendations, and keeping accurate maintenance records.

The landfill will maintain a soil stockpile onsite to be used to repair and maintain roads to ensure
that all-weather access is maintained.

10.3 Emergency Response Procedures

In the event of an imminent or actual emergency situation, the emergency coordinator will
immediately implement the emergency response procedures as discussed below.

Accident/Injury Response

In the event of an accident or injury, the following procedure will be observed:

1) Notify the PEC immediately;
2) Take action to prevent further injury/damage to personnel or property;
3) Provide emergency first aid;
4) If the injury is deemed serious, obtain additional medical assistance by notifying
EMS. If medical attention is required but ambulance service is not needed, the
injured party should be transported to a nearby medical facility; and
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5) The PEC will investigate the accident to gather the facts and determines the
causes of the accident.

Fire in the Waste

In the event of fire in the waste, the following procedure will be observed:

1) Notify the PEC immediately;
2) If the fire is deemed manageable, the fire will be extinguished by covering the
burning waste with soil;
3) If the fire is deemed unmanageable, the area will be evacuated and the fire
department notified; and
4) Incoming solid waste haulers will not be allowed entrance to the landfill until the
fire is extinguished.

Equipment Fire

In the event of an equipment fire, the following procedure will be observed:

1) The equipment will be evacuated as quickly and safely as possible;
2) Notify the PEC immediately;
3) If there are injured personnel, implement the procedures discussed in the
Accident/Injury Response section;
4) If the fire is deemed manageable, the fire will be extinguished;
5) If the fire is deemed unmanageable, the area will be evacuated and the fire
department notified;
6) Incoming solid waste haulers will not be allowed entrance to the landfill until the
fire is extinguished; and
7) The PEC will investigate the incident to gather the facts and determine suspected
causes of the fire.

Explosions

In the event of an explosion, the following procedure will be observed:

1) Evacuate the area;
2) Notify the PEC immediately;
3) If there are injured personnel, implement the procedures discussed the
Accident/Injury Response section;
4) If there is a resulting fire, implementation of the procedures discussed in the Fire
in the Waste or Equipment Fire sections;
5) The PEC will investigate the incident to gather the facts and determine suspected
causes of the explosion.

Hazardous and Infectious Waste in Landfill
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No hazardous or infectious wastes will be accepted at the site. Vehicles are inspected as stated in
Section 4 – Waste Screening Program.

Explosive Gas Detection

In the event that methane gas levels exceed the limits described in section 1.3 Regulatory Limits
of the Landfill Gas Monitoring Plan, the following procedure will be observed:

1) Put out all smoking materials and turn off all ignition sources;
2) Evacuate all personnel;
3) Vent the structure;
4) Do not allow personnel to reenter the building except to perform gas monitoring
until the results of additional monitoring indicate that methane concentrations are
sustained or stabilized below 25% of the LEL;
5) Begin continuous monitoring within the structure;
6) Undertake an assessment to determine the origin and pathways of the gas
migration; and
7) Prepare and implement a remediation plan for methane gas exceedances within 60
days

Spills or Release

In the event of a spill or release, the following procedure will be observed:

1) Notify the PEC immediately;
2) Immediate action will be taken to control/limit the spread of the spill or release;
3) The County Emergency Preparedness Agency will be notified;
4) Perform appropriate cleanup procedures; and
5) The PEC will investigate the incident to gather the facts and causes of the spill or
release.

Evacuation Plan

The PEC is responsible for determining whether or not an emergency situation warrants
evacuation of the facility. If conditions warrant, the following actions will be taken:

1) The PEC gives the evacuation alarm;
2) All personnel (visitors, contractors, and employees) will be assembled at the main gate;
3) Only qualified personnel may reenter the affected area after approval by the emergency
coordinator;
4) The PEC will make a tally of all facility employees, visitors, and contractors;
5) The PEC or a designated representative will notify the County Emergency Preparedness
Agency; and
Operations Plan 25 Joyce Engineering
Oxford Landfill Facility Rev. September 2014
Granville County, North Carolina Rev. November 2015
6) Reentry to the affected area will be allowed only after the clear signal is given by the
PEC.

Report Requirements

A written report detailing the event will be placed in the landfill record and a copy will be sent to
the Department within fifteen days of the incident.

10.4 SEVERE WEATHER CONDITIONS

Ice Storms

An ice storm can make access to the landfill dangerous, prevent movement or placement of
periodic cover, and thus, may require closure of the landfill until the ice is removed or melted.

Heavy Rains

Exposed soil surfaces can create a muddy situation in some portions of the landfill during rainy
periods. The control of drainage and use of crushed stone on unpaved roads should provide all-
weather access for the site and promote drainage away from critical areas. In areas where the
aggregate surface is washed away or otherwise damaged, new aggregate should be used for
repair.

Intense rains can affect newly constructed drainage structures such as swales, diversions, cover
soils, and vegetation. After such a rain event, inspection by landfill personnel will be initiated
and corrective measures taken to repair any damage found before the next rainfall.

Electrical Storms

The open area of a landfill is susceptible to the hazards of an electrical storm. If necessary,
landfilling activities will be temporarily suspended during such an event. To guarantee the
safety of all field personnel, refuge will be taken in the on-site buildings or in rubber-tired
vehicles.

Windy Conditions

The proposed operational sequence minimizes the occurrence of unsheltered operations relative
to prevailing winds. If this is not adequate during a particularly windy period, work will be
temporarily shifted to a more sheltered area. When this is done, the previously exposed face will
be immediately covered with daily cover.

Violent Storms

Operations Plan 26 Joyce Engineering
Oxford Landfill Facility Rev. September 2014
Granville County, North Carolina Rev. November 2015
In the event of hurricane, tornado, or severe winter storm warning issued by the National
Weather Service, landfill operations may be temporarily suspended until the warning is lifted.
Daily cover will be placed on exposed waste and buildings and equipment will be properly
secured.

[End]

APPENDIX 1
RANDOM WASTE SCREENING PROGRAM FORMS

Attach related correspondence to this form
File completed form in Operating Record

OXFORD LANDFILL
WASTE INSPECTION FORM FORM A

DATE: TIME WEIGHED IN.
TRUCK OWNER: DRIVER NAME:
TRUCK TYPE: VEHICLE ID/TAG:
WEIGHT: TARE:
WASTE SOURCE:

Reason Load Inspected: Random Inspection ______ Staff Initials _____
Detained at Scales ______ Staff Initials _____
Detained by Operating Staff ______ Staff Initials _____
Inspection Location: ____________________________________________________________
Description of Load: ____________________________________________________________
Waste: Accepted [ ] Rejected [ ] Held [ ]
Notified: Supervisor [ ] County EMS [ ] Generator [ ]
Hauler [ ] NCDENR [ ] Federal [ ]
Loader Operator: ____________________________________________________________
Personnel Conducting the Inspection: __________________________________________
Load Accepted (signature) _____________________ Date ___________
Load Not Accepted (signature) _____________________ Date ___________
REASON LOAD NOT ACCEPTED (Complete the following section if load not accepted)_
Description of Suspicious Contents:
Color ________________ Texture ________________ Smell __________________
Drums Present __________ Haz Waste Markings _____________________________
Estimated CY present in load: _________ Estimated tons present in load: __________
Granville County Emergency Management Contacted? _________________________________
Hazardous Materials Present: ______________________________________________________
______________________________________________________________________________
Hauler notified (if waste not accepted) Phone: ____________ Time Contacted: __________
Other Observations: ____________________________________________________________
______________________________________________________________________________
Final Disposition Signature: _________________________ Date: _________ Time: _______
Waste Screening Inspector or Landfill Manager
ADDITIONAL COMMENTS: on the back
EPAA Landfill Critteria Technica

al Manual, Subpart C, Noveember 1993 

APPENDIX 2
POTW APPROVAL DOCUMENTATION

APPENDIX 3
TARP DATA SHEET

TYPE TGPN3N3M
Made from high density polyethylene tapes, coated on two sides with low density polyethylene.
9
23.9
16
495
326
135
152
162
107
1.5
609
20.2
oz/yd2
Tapes/in
lbf
lbf
lbf
mil
psi
mil
UNIT
Unit Weight
Warp Construction
Tensile Grab Strength
Tear Strength * (tongue)
Tear Strength (trapezoid)
Coating
Mullen Burst Strength
Nominal Thickness
PROPERTY
ASTM D3776
ASTM D3775
ASTM D751
ASTM D2261
ASTM D4533
ASTM D1777 MOD
ASTM D751
ASTM D1777 MOD
TEST METHODVALUES
Warp
Weft
Warp
Weft
Warp
Weft
Warp
Weft
* Includes force to shift tapes - Tear may be crosswise to direction of force.
Fabrene® TGPN3N3M contains ultraviolet inhibitors and is suitable for outdoor applications.
For further information, contact your FABRENE Inc. representative.
Suggested Applications: Heavy tarpaulins, Geomembranes
00/10/23Date:NOTE: These values are typical data and are not intended as limiting specifications.
North Bay, ON, Canada
Tel: (888) FABRENE [phone] ext. 222 or 226
Fax: [phone]
SALES INQUIRIES ORDER DESK
Fabrene Inc.
Tel: [phone] ext 234Tel: [phone] ext 234Fax: [phone]
MAILING ADDRESS
Fabrene Inc.
240 Dupont Rd.P.O. Box 4040North Bay, ON, Canada
P1B 9B4
Made from high density polyethylene tapes, coated on two sides with low density polyethylene.
TYPE TGPN3N3M
305
94
63
2200
1450
600
675
720
475
38
4200
513

g/m2
Tapes/10cm
Newtons
Newtons
Newtons
µm
kPa
µm
UNIT
Unit Weight
Warp Construction
Tensile Grab Strength
Tear Strength * (tongue)
Tear Strength (trapezoid)
Coating
Mullen Burst Strength
Nominal Thickness
PROPERTY
ASTM D3776
ASTM D3775
ASTM D751
ASTM D2261
ASTM D4533
ASTM D1777 MOD
ASTM D751
ASTM D1777 MOD
TEST METHODVALUES
Warp
Weft
Warp
Weft
Warp
Weft
Warp
Weft
Fabrene® TGPN3N3M contains ultraviolet inhibitors and is suitable for outdoor applications.
For further information, contact your FABRENE Inc. representative.
Suggested Applications: Heavy tarpaulins, Geomembranes
00/10/23Date:
* Includes force to shift tapes - Tear may be crosswise to direction of force.
North Bay, ON, Canada
Tel: (888) FABRENE [phone] ext. 222 or 226
Fax: [phone]
SALES INQUIRIES ORDER DESK
Fabrene Inc.
Tel: [phone] ext 234Tel: [phone] ext 234Fax: [phone]
MAILING ADDRESS
Fabrene Inc.
240 Dupont Rd.P.O. Box 4040North Bay, ON, Canada
P1B 9B4

APPENDIX 4
TEMPERATURE LOG DATA SHEET

P:\Granville\Old Folder Structure\660.06.18 - MSW Unit 2\Task 18 - Phase 1 Permit to Const App\VI - Operations Plan\Appendices\Appendix VI-4
Temperature Log\Temp Log.docx
GRANVILLE COUNTY
OXFORD C&D LANDFILL
TEMPERATURE LOG
(Complete one (1) per windrow)

Windrow ID Number: _____________________

Date Windrow Started: _____________________

General windrow location and length: _________

Date &
Initials
(x) if turned
and number
of times
turned
Temp. at
Location
#1
Temp. at
Location
#2
Temp. at
Location
#3
Temp. at
Location
#4
Weather:
Temp/
Condition

APPENDIX 5
COMPOST END USER BROCHURE

Depth of
Compost Layer
1/2 inch
1 inch
2 inches
3 inches
Cubic Yards Needed
Per 1,000 Square Feet
1.5
3.0
6.0
9.0
Landscape
Compostwith
Landscape
Compostwith
www.carolinascompostingcouncil.org
[phone]
10Tips for Healthier
Soil & Plants
Artwork provided by the Seattle, Washington Saving
Water Partnership’s “The Natural Lawn & Garden”
series. Reprinted with permission.
Layout and design provided by the S.C. Department of
Health and Environmental Control’s (S.C. DHEC)
Office of Solid Waste Reduction and Recycling.
Printed on RECYCLED Paper DHEC OR-0498 11/04
How much compost
$$$$$Trees and Shrubs – Backfill plantings
with a 50:50 mix of compost and nativesoil. Mulch a 2 to 3 inch layer of compost
around plants extending 6 inches beyond
the drip line. Do not mound compost or
mulch around stems and tree trunks
because this invites insects and diseases.
'Flowers and Vegetable Gardens –
Work 2 to 3 inches of compost into the top6 inches of soil before planting.
.....Turf Grass – Work 2 to 3 inches ofcompost into the top 6 inches of soil prior
to sod placement or seeding.
Z Containers and Raised Beds. Add
transplants to containers and beds filled
with a 30 percent blend of compost and
potting soil.
TTTTT Foundations – Replace compacted and
contaminated fill along building foundations
with a blend of compost, sand and topsoil.
&&&&&Mulch – Spread a 2 to 3 inch layer around
plants to prevent erosion, act as a weedbarrier and conserve water.
MIX CALCULATOR: Creating a landscapebed? Use this formula: square feet to be
covered X depth to be filled (in inches) X
0.0031 = cubic yards of mix needed. Use
compost instead of peat moss.
to use when planting?*
* Provided by Gardening and Recycling Organics Wisely
(GROW), a program sponsored by S.C. DHEC’s Office of
Solid Waste Reduction and Recycling.
Landscape with compost!Landscape with compost!
1. It’s alive! It’s alive! Like every other living
organism, soil needs food, water and oxygen.
Feed your soil to grow healthier plants. Keep it
aerated. Don’t let it dry out or become water
logged.
2. Break it up. Soil preparation is an important
first step. Don’t skip it. Break up large areas of
high compaction by tilling and amending with
compost before planting. Dig planting beds to a
depth of 6 to 12 inches and add compost.
3. Boost resistance. Compost is microbiologically
active like yogurt and yeast. This helps plants
with nutrient uptake as well as builds resistance
to pests and diseases. Do not use fumigants and
harsh chemicals that will kill hard-working
microbes and cancel one of compost’s most
desirable benefits.
4. Control run-off. Compost is one of the best
products you can use to encourage rainwater to
stay on your property. It will reduce erosion and
minimize run-off of soils and nutrients to rivers
and streams. Sediment and excess nutrients
negatively impact water quality and aquatic life.
5. Waterhogs unite! Consider water resources
when placing plants in the landscape. Plants that
need more water should be located where water
naturally collects – near downspouts, roof drip
lines and similar locations. Use compost to
improve both moisture retention and drainage.
6. It looks like soil. Look for compost that is
dark in color and smells like soil. Immature
compost is light in color and/or smells like
ammonia. Immature compost may burn
sensitive plants and compete for nutrients.
7. A little bit does a lot. As little as 1/4 inch of
compost as a top dressing can give lawns a
boost. Bare spot? Add a layer of compost and
rake into the soil before seeding.
8. Quality counts. The U.S. Composting
Council has developed a marketing label to
identify tested compost. Look for the Seal of
Testing Assurance when comparing products.
9. Don’t concentrate! Add no more than 30
percent compost in a blend with bark, topsoil,
sand, clay and other ingredients. Use in raised
beds or in potting and planting mixes for
trees, shrubs and garden plants. As mulch,
add 2 to 3 inches to the surface.
10. Dress it up. Top dress with 1/4 to 1/2 inch
of compost to replenish nutrients and keep
root zones cool and moist. Surface
applications should always be well
incorporated with a rake or tilling equipment.
Pictured (right): This garden shows many places
to use compost – around trees as mulch, in
flower and vegetable beds, in raised beds and
containers as well as around shrubs.

APPENDIX 6
USDA WORK PLAN FROM COOPERATIVE SERVICE AGREEMENT

APPENDIX 7
FIRE OCCURRENCE NOTIFICATION FORM

SOLID WASTE MANAGEMENT FACILITY
FIRE OCCURRENCE NOTIFICATION
NC DENR Division of Waste Management
Solid Waste Section
Notify the Section verbally within 24 hours and submit written notification within 15 days of the occurrence.
(If additional space is needed, use back of this form.)
NAME OF FACILITY:PERMIT #
DATE AND TIME OF FIRE:@
HOW WAS THE FIRE REPORTED AND BY WHOM:
LIST ACTIONS TAKEN:
WHAT WAS THE CAUSE OF THE FIRE:
DESCRIBE AREA, TYPE, AND AMOUNT OF WASTE INVOLVED:
WHAT COULD HAVE BEEN DONE TO PREVENT THIS FIRE:
DESCRIBE PLAN OF ACTIONS TO PREVENT FUTURE INCIDENTS:
NAME:TITLE:DATE:
***********************************************************************************************************
THIS SECTION TO BE COMPLETED BY SOLID WASTE SECTION REGIONAL STAFF
DATE RECEIVED _________________________________
List any factors not listed that might have contributed to the fire or that might prevent occurrence of future fires:
___________________________________________________________________________________________________________
FOLLOW-UP REQUIRED:
NO PHONE CALL SUBMITTAL MEETING RETURN VISIT BY:____________________ (DATE)
ACTIONS TAKEN OR REQUIRED:
Revised 6/8/09
1
Chao, Ming-tai
From:Amy Davis <[e-mail]>
Sent:Monday, November 16, 2015 12:55 PM
To:Chao, Ming-tai
Cc:Amanda Freeman; Mousa A. Maimoun
Subject:RE: Granville County Solar Farm Permit Modification
Attachments:Permit Modification Application (RTC letter).pdf
Follow Up Flag:Follow up
Flag Status:Flagged
Ming,
Please see the attached response to your comments.

Let me know if you need anything else. Thanks!

Amy R. Davis, PE │Senior Project Consultant │
JOYCE ENGINEERING
Richmond, VA - Greensboro, NC - Charlotte, NC - Charleston, SC│9731-F Southern Pine Blvd., Charlotte, NC 28273 │
tel: [phone] │direct: [phone] │fax: [phone] │ JoyceEngineering.com

From: Chao, Ming-tai [mailto:[e-mail]]
Sent: Tuesday, November 10, 2015 9:41 AM
To: Amanda Freeman <[e-mail]>
Cc: Alex Everhart <[e-mail]>; Jason Falls <[e-mail]>; Whaley, Mary
<[e-mail]>; Amy Davis <[e-mail]>
Subject: RE: Granville County Solar Farm Permit Modification

Hi Amanda:

Good morning and Thanks for the prompt responses. If the County doesn’t plan to operate the tear-off asphalt shingle
collection in this permit cycle, please make a written statement (s) in the permit modification application. The Solid
Waste Section will remove the permit conditions of this unit from the new Permit to Operate. Thanks.

Ming Chao
Ming-Tai Chao, P.E.
Environmental Engineer
Permitting Branch, Solid Waste Section
NCDEQ, Division of Waste Management
(Mailing Address)
1646 Mail Service Center
Raleigh, NC 27699-1646

(Street Address)
Green Square, 217 West Jones Street
Raleigh, NC 27603
Tel. [phone]
[e-mail]
http://portal.ncdenr.org/web/wm/sw

2

E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.

From: Amanda Freeman [mailto:[e-mail]]
Sent: Tuesday, November 10, 2015 9:10 AM
To: Amy Davis <[e-mail]>; Chao, Ming-tai <[e-mail]>
Cc: 'Alex Everhart' <[e-mail]>; Jason Falls <[e-mail]>
Subject: FW: Granville County Solar Farm Permit Modification

Good morning,

Shingle recycling is no longer being done. The referenced concrete pad is now used for heavy equipment maintenance
that way we do not have to worry about disposing of contaminated soils.

We have already discussed the use of the pad and possible interferences with the solar contractor.

So, the shingle collection area will not be subjected to relocation. I don’t foresee the County doing shingle recycling
again before we renew our MSW permit or close the C&D.

Amy, if we can just change that in the permit mod and take it off the drawings that would be great!

Thank you!
Amanda
From: Chao, Ming-tai [mailto:[e-mail]]
Sent: Monday, November 09, 2015 2:51 PM
To: Amanda Freeman <[e-mail]>
Cc: Alex Everhart <[e-mail]>; Amy Davis <[e-mail]>; Mussler, Ed
<[e-mail]>; Whaley, Mary <[e-mail]>; Shackelford, Dennis
<[e-mail]>; Mousa A. Maimoun <[e-mail]>
Subject: RE: Granville County Solar Farm Permit Modification

Hi Amanda:

The Solid Waste Section completed a review of the Permit Modification Application (DIN 25258) and has one
comment stated below.

The current Shingles Collection Area (on top of a concrete pad as shown on OP-01 of the 2014 Permit
Amendment Application DIN 22367) is adjacent to the proposed entrance of the solar farm. There is no
statement in the permit application if the shingle collection area will be subjected removal to a new location
(see Sheet C03 of 10 and FP-01). From an operational prospective, the current location of the shingle
collection area may be easily interfered by the construction activities of the solar project. Please provide the
future status of this Shingles Collection Area in the application including drawings. Thanks.

Ming Chao
Ming-Tai Chao, P.E.
Environmental Engineer
Permitting Branch, Solid Waste Section
3
NCDEQ, Division of Waste Management
(Mailing Address)
1646 Mail Service Center
Raleigh, NC 27699-1646

(Street Address)
Green Square, 217 West Jones Street
Raleigh, NC 27603
Tel. [phone]
[e-mail]
http://portal.ncdenr.org/web/wm/sw

E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.

From: Chao, Ming-tai
Sent: Friday, November 06, 2015 8:39 AM
To: 'Mousa A. Maimoun' <[e-mail]>
Cc: Amanda Freeman <[e-mail]>; Alex Everhart <[e-mail]>;
Amy Davis <[e-mail]>; Mussler, Ed <[e-mail]>; Whaley, Mary
<[e-mail]>; Shackelford, Dennis <[e-mail]>
Subject: RE: Granville County Solar Farm Permit Modification

Hi Mousa: Good morning. The electronic copy of the permit application was received, scanned, and uploaded
to the SWS document tracking system with a DIN 25258. I only need one hard copy for review right
now. Please mail the document to my attention at the following mailing address:

1646 Mail Service Center
Raleigh, NC 27699-1646

Thanks. Have a wonderful weekend.

Ming Chao
Ming-Tai Chao, P.E.
Environmental Engineer
Permitting Branch, Solid Waste Section
NCDEQ, Division of Waste Management
(Mailing Address)
1646 Mail Service Center
Raleigh, NC 27699-1646

(Street Address)
Green Square, 217 West Jones Street
Raleigh, NC 27603
Tel. [phone]
[e-mail]
http://portal.ncdenr.org/web/wm/sw

4

E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.

From: Mousa A. Maimoun [mailto:[e-mail]]
Sent: Thursday, November 05, 2015 5:01 PM
To: Chao, Ming-tai <[e-mail]>
Cc: Amanda Freeman <[e-mail]>; Alex Everhart <[e-mail]>;
Amy Davis <[e-mail]>
Subject: RE: Granville County Solar Farm Permit Modification

Hi Ming,

Amy tried earlier to send you the Permit Modification Application for Granville County; however, her email did not go
through. Below is a link you can use to download the Permit Modification Application.
https://joyce.sharefile.com/d-s4971a1ad33d40da8

How many hard copies would you like, we can send those out tomorrow?

Please let us know if you have any questions.

Thank you,

Mousa
--
Mousa A. Maimoun, PhD │Project Consultant │
JOYCE ENGINEERING
Richmond, VA - Greensboro, NC - Charlotte, NC - Charleston, SC │9731-F Southern Pine Blvd., Charlotte, NC 28273 │
tel: [phone] │direct: [phone] │fax: [phone] │ JoyceEngineering.com

From: Amy Davis
Sent: Thursday, November 05, 2015 4:23 PM
To: Ming Chao ([e-mail]) <[e-mail]>
Cc: Mousa A. Maimoun <[e-mail]>; Amanda Freeman
<[e-mail]>
Subject: Granville County Solar Farm Permit Modification

Hi Ming,
Please see the attached permit modification per your request for your review. How many hard copies would you like, I
can send those out tomorrow?

Please let us know if you have any questions.

Thanks!

Amy R. Davis, PE │Senior Project Consultant │
JOYCE ENGINEERING
Richmond, VA - Greensboro, NC - Charlotte, NC - Charleston, SC│9731-F Southern Pine Blvd., Charlotte, NC 28273 │
tel: [phone] │direct: [phone] │fax: [phone] │ JoyceEngineering.com