780021_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee
1.
Farm Number: 78-0021
Certificate Of Coverage Number:
2.
Facility Name: Eddie Johnson
3.
Landowner's Name (same as on the Waste Management Plan):
Eddie L Johnson
4.
Landowner's Mailing Address: 905 White Pond Rd W
City: Fairmont State:
NC
Telephone Number: 910-628-8396 _F.xt. E-mail:
5.
Facility's Physical Address: 489 Triple E Dr
City: Fairmont State:
NC
6.
County where Facility is located: Robeson
7.
Farm Manager's Name (if different from Landowner):
8.
Farm Manager's telephone number (include area code):
9.
Integrator's Name (if there is not an Integrator, write "None"):
Murphy -Brown LLC
10.
Operator Name (OIC): Eddie L. Johnson
Phone No.: 910-628-8396
11. Lessee's Name (if there is not a Lessee, write "None"): La I e-,C men r-a e , TO C y '?ark&-r
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Wean to Feeder
Operation Types:
Swine
Cattle
Wean to Finish
Dairy Calf
Wean to Feeder
Dairy Heifer
Farrow to Finish
Milk Cow
Feeder to Finish
Dry Cow
Farrow to Wean
Beef Stocker Calf
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Gilts
Other
Other
Allowable Count
7,104
AWS780021
Zip: 28340-6995
Zip: 28340
OIC #: 18194
Dry Poultry
Other Types
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses - Other
Pullets
Sheep - Sheep
Turkeys
Sheep- Other
Turkey Pullet
Wet Poultry
Non Laying Pullet
Layers

ROY COOPER
Governor
MICHAEL S. REGAN
Secretory
LINDA CULPEPPER
Director
NORTH CAROLINA
Environmental Quality
February 27, 2019
Eddie L Johnson
Eddie Johnson
905 White Pond Rd W
Fairmont, NC 28340-6995
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at hti s:Hde .ne. ov/about/divisions/ova - w r- aliiN -rcpional-otierations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage
under the State Non -Discharge General Permits. you must submit an Application for
permit coverage to the Division Enclosed
you will
find a "Request for Certificate of Coverage Facility Currently
Covered by an
ExRinhig State Non -Discharge General Permit." The
application form must be completed. sighed and returned
by April 3, 2019.
Please note that you must include one
1 co v
of the Certified Animal Waste Mana ement Plan
with the
completed and signed application form.
A list
of items included in the CAWMP can be found on Page
2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Fayetteville Regional Office, Water Quality Regional Operations Section
Robeson County Soil and Water Conservation District
AFOG Section Central Files - AWS780021
MurIhi -Brown LLC
NonbCarohn&DepartanentofEavitoomentalQualay I DiysianofW&terRe_:: :._
512 N. Salisbruiy Ste ( 1636 Nail Servioe Center I Raleigh, North Carolina 2T�E� zot lritir zinwp
�_ .. 9.0. TEST SI] 0
APR 0 3 2019
VIT0wouality
Reglonal 0geratinns Section

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any. person .who knowingly makes any false statement,
representation, or certification in any application may .be subject to civil ,penalties,,up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive executive officer of the corporation):
Name: C� 1 e _ J t 1 YI Sy 1'1 Title: b h t Y
Signature: Date:
Name: Title:
Signature: Date:
Name: __ Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated
Liner Type
Estimated
Design Freeboard
Structure
Date
(Clay, Synthetic,
Capacity
Surface Area
"Redline"
Name
Built
Unknown)
(Cubic Feet)
(Square Feet)
(Inches)
1 C�
t
rr✓rl
?* '�36643o
g,3�0
19.00
1(4)
Mia
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), sig ned bi the owner and a certified technical s fecialist, containing:
a. ' The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. � Emergency Action Plan
4. r Insect Control Checklist with chosen best management practices noted
5. ' Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8.1 Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

04-01-' 19 08: 27 FROM- T-014 P0001 /0001 F-417
Version —November 26, 2028
)79 Mortality Management Methods
Indicate which methods) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Q Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G•5.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 1 SA NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S.106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
U In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
t^I 0 NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
(� Mass mortality plans are required for farms covered by en NPDES permit. These plans are
also recommended for all animal operations. This plan outlines faint -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance;
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Faun Owner/Manager
7
Signature of Technical Special!
Date
Date

v r.t. • s _
CARROLL'S FOODS, INC.
P. O. Drawer 856
WARSAW, NORTH CAROLINA 28398
FACILIT_Y_DE_S_IGN AND
WASTE MANAGEMENT PLAN
FARM
NAME OR N [iIv�ER �D 171►� J o c-� N 5 n cam(
FARM DESCRIPTION
LOCATION
8 Rc (4
COMPANY FARM t __
CONTRACT GROWER
$ ss

IMPORTANT NT INFORMATION
ABOUT LAGOON CONSTRUCTION
t�-OD L E So I-+ NS o r( I-_gr- -0 N
Listed below is a brief summary of volumes and other data: (See contents of Plan for more
information)
DESIGN REQUIREMENTS
EXCAVATION
FILL (pad & dike)
TOP SOUL (minimum 3" thick) (65 6 zs}(3o) = z7
i z,, o 5 7 cubic yards
cubic yards
cubic yards
cubic yards I. .
CLAY LINER (represents a complete liner if required) 3 3 cubic yards
Constructed top of dam must include a minimum of 5% settlement - EXAMPLE: 10 feet high
dam will require 5 % of 10 feet or 0.5 feet fill above planned top of dam.
Clay content, thickness and compaction of liners (if required) are very important. If the
certifying technical specialist is unable -to approve the liner with normal field techniques, an
independent engineering analysis will be required (see CONSTRUCTION SPECIFICATIONS for
additional information). If independent engineering analysis is required, this expense will be the
responsibility of the owner/grower.
Special attention needs to be given to the seeding specifications. The lagoon dike must be seeded
according to specifications before the system can be certified and stocked with animals. (Consult
with your SCS Conservationist regarding -mulching).

ATTENTION OWNER AND EARTH MOVING CONTRACTOR
PLEASE READ THIS BEFORE REVIEWING THE ATTACHED WASTE
MANAGMENT PLAN.
This design has been prepared in accordance with USDA Soil Conservation standards and
properly installed will allow certification and stocking of animals. The following items
should be discussed PRIOR to entering into a contract:
This design is in compliance with state and federal laws. Aff changes in design may
result in non-compliance and failure to be eligible for certification. No animals can
be stocked until the lagoon construction is approved and certified to the Division of
Environmental Management (DEM).
2. This design has taken into account data including soils, topography, wetlands,
streams, dwellings, wind direction, and owners concerns.
3. The volume shown represents excavation and fill in the lagoon and pad area. It
does NOT account for cut/fill for liners, roads, borrow areas, drainage or other
related construction activities unless specifically covered in the design.
4. Typically, the excavation volume represents the bulk of earthwork and is used for
price negotiations. All earth work beyond this amount will be worked out between
the owner and contractor, CARROLUS DOES NOT NEGOTIATE PRICES FOR
GROWERS.
5. It is the desire of Carroll's Foods that the contractor receives a fair price for earth
work and the land owner receives a properly constructed lagoon and pad that will
meet design requirements.
6. DO NOT- MAKE ANY CHANGES TO THE DESIGN OR FARM LAYOUT
UNLESS THE ORIGINAL DESIGNER IS CONSULTED AND APPROVES.
CARROLL'S FOODS ASSUMES NO RESPONSIBILITY FOR ANY
DEVIATION FROM ORIGINAL DESIGN OR CHANGES MADE ONTHE SITE
BY CONTRACTOR OR ANYONE OTHER THAN CARROLUS PERSONNEL.

CARROLL'S FOODS, INC.
P. O. Drawer 856
WARSAW, NORTH CAROLINA 28398
MEMORANDUM
TO: All Prospective Contract Growers
FROM: Don Butler, Real Estate Manager
Howard Hobson, Resource Conservationist
RE: Legal requirements for swine growers in
North Carolina and how they relate to you
The facility design and waste management plan attached is of the utmost
importance to you and to Carroll's. This plan must be approved by a technical specialist
with USDA Soil Conservation Service prior to construction start. The lagoon must be
constructed exactly as designed unless changes are approved by the original designer and
SCS personnel. The approved plan needs to become a part of your permanent records
and must be readily available for review if and when your farm is inspected by state
regulatory personnel.
When earthwork and lagoon construction is complete and the top of the dike and
outside slopes of the lagoon has been graded, seeded, and fertilized it must pass a final
inspection by SCS personnel in order for your farm to be certified ready to stock
animals. At the time of final construction approval the grower and the person certifying
construction must sign a document called Certification for New or Expanded Animal
Feedlots (a blank of this form is enclosed in your package) and this form must be sent
to the Department of Environmental Health and Natural Resources in Raleigh. Copies
of the signed document should be kept in your permanent file, one copy goes to SCS for
their file, and a copy must be presented to Carroll's Foods before any animals can be
placed on your farm. The owner is responsible for the Certification being completed
and sent to the appropriate places. Remember, No Certification -- No Animals.
If you have any questions about any of the above information please contact one
of us by calling 910-293-3434, extension 246.

AHnIAL WASTE HANACE23ENT PLAN CERTIFICATION FOR NEW OR. EXPANDED FEEDLOTS
Please return tha CC= lated form to the Division of Environmental Management at
the add --son oa the reverse aide of thin fox►.
Name of farm (Please print)
Address:
Phone No.:
-_ _ a_ __ _ County: _.�.
Farm location: Ltitude and Longitude:_ _ _ /_ _ _ (required). Also,
please attach a copy of a county road map with location identified.
Type of operation ,(swine, layer, dairy, etc.): —
Design capacity (number of animals):
Average size of operation (12 month population avg.):-
--Average acreage needed for land application of waste (acres):
aaax�caaasaaa:axaassasaasasa=a3aa aasasasasaaasxaasaanaz:nsaxsaxsaaa=:c== caacaa
Technical Specialist Certification
As a technical specialist designated by the North Carolina Soil and Water
Conservation Commission pursuant to 15A NCAC 6F .0005, I certify that the new or
expanded animal waste management system as installed for the farm named above
has an animal waste management plan that meets the design, construction,
operation and maintenance standards and specifications of the Division of
Environmental Management and the USDA -Soil Conservation Service and/or the North
Carolina Soil and Water Conservation Commission pursuant to 1SA NCAC 2H.0217 and
15A NCAC 6F .0001-.0005. The following elements and their corresponding minimum
criteria -have -been verified by me or other designated technical specialists and
are included in the plan as applicable: minimum separations (buffers); liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
quantity and amount of land for waste utilization (or use of third party) ; access
or ownership of proper waste application equipment; schedule for timing of
applications; application rates; loading rates; and the control of the discharge
of pollutants from stormwater runoff events less severe than the 2S-year, 24-hour
storm.
Name of Technical Specialist (Please Print):
Affiliation:
Address (Agency):
Phone No
Signature:_ Date:
Owner/Hanger Agreement
I (we) understand the operation and maintenance procedures established. in the
approved animal waste management plan for the farm named above and will implement
these procedures. I (we) know that any additional expansion to the existing
design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) also
understand that there must be no discharge of animal waste from this system to
surface waters of the state either through a man-made conveyance or through
runoff from a storm event less severe than the 25-year, 24-hour storm. The
approved plan will be filed at the farm and at the office of the local Soil and
Water Conservation District.
Name of Land owner (Please Print)
Signature: _ Date:
Name of Hanager, if different from owner (Please print):_______
Signature:.. _ Date: _
*Tote: A change in land ownership requires notification or a new certification
(if the approved plan is changed) to be submitted to the Division of
Environmental Management within 60 days of a title transfer.
DEM USE ONLY:ACNLV#

United States - Soil
Department of Conservation 440 Caton Rd.
Agriculture Service Lumberton, NC 28358
Phone [phone]
March 3, 1994
Eddie L. Johnson
Rte. 1, Sox 443
Fairmont, NC 28340
Dear Mr. Johnson:
Enclosed is a copy of the Soils Investigation and
Site Evaluation for your proposed swine operation
site.
If you have any questions concerning the investigation
or evaluation, please call.
Sincerely,
baxla xed(W-XT
David Hedgpeth,
USDA-SCS Technician
DH/ls
encls.
®The Soil Conservation Service
is an agency of the
Department of Agriculture

UNITHO 8'I'Ans soil, 440 Vahm ltaad
DEPARTMIrNT-OF CONSERVATION Lumberton, NC 283511
AGRICULTURE SERVICE 910-739-3478
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
NAME Ed 't 1. .4d M s it .
/-.
FAA Al, C. 2$ 3 q6
TELEPHONE l ZiO- 9.99'6"
LOCATION 2 Hi/cs E.e, A o A
Alo Fucks 0 --
S/1 .2� O Z-
SIZE OPERATION. • 710 4 _
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER 000 FT..
IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES NO l/
If yes, SCS cannot provide assistance.
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE" PERENNIAL
STREAM? YES !/ NO
If no, site must be relocated.
IS SITE WITHIN 1 MILE ZONING JURISDICTION OF A
MUNICIPALITY? YES NO
If yes, landowner should consult with local zoning board about required permits.
Permits must be obtained prior to design approval.
ARE UTILITIES IN CONSTRUCTION AREA? YES NO
If yes, see Part 503 of the National Engineering Manual and follow po i3 cy.
(Copies of maps or other reference materials may be attached to site evaluation.)
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON -CROPLAND?
YES NO t/
If yes, producer must complete a Form AD-1026.
WILL ACTION RESULT IN SWAMPBUSTING?
YES NO
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE PRODUCER TO
CONTACT THE US ARMY CORP OF ENGINEERS AND THE DIVISION OF
ENVIRONMENTAL MANAGEMENT TO DETERMINE IF ADDITIONAL PERMITS ARE
REQUIRED. NO WETLANDS SHOULD BE ALTERED UNTIL PRODUCER RECEIVES
WRITTEN APPROVAL FROM SCS, US ARMY CORP OF ENGINEERS AND NC DIVISION OF
ENVIRONMENTAL MANAGEMENT.
(A copy of AD-1026 and CPA-026 should be attached to site evaluation.)
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER .............
.............. PREDOMINANT WIND DIRECTION? , YES ✓ NO
.............. POSSIBLE EXPANSION OF TREATMENT VOLUME FROM 1 CU.FT. UPWARDS
....6......... TO 3 CU. FT./LB. OF ANIMAL? YES � NO
6............. PRECHARGING LAGOON WITH FRESH WATER TO AT LEAST 1/2 OF THE
........6..... CAPACITY? YES t/ NO
.............. USING GOOD SOUND JUDGMENT IN LAND APPLICATION OF/
............... WASTE? YES t/ NO

OTHER ENVIRONMENTAL FACTORS
IS ENDANGERED AND/OR THREATENED SPECIES HABITAT PRESENT?
YES NO
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE PLANNING
AREA OR WILL PLANNED ACTIONS IMPACT ON AN ADJACENT NATURAL
SCENIC AREA? YES NO
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE PLANNED
AREA? YES NO r/
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMPORTANT FARMLANDS IN THE
OPERATING UNIT? YES ✓ NO
WILL THE ACTION RESULT IN SODBUSTING?
YES NO t�
If yes to any of these questions, refer to form NC-CPA-16 for policy sources. The form does not
need to be completed. _
WASTE MANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND
APPLY WASTE? YES �/ NO
IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAND?
YES NO
IF LAND IS NOT OWNED BY PRODUCER, CAN PRODUCER GET AGREEMENT ON
LAND ON WHICH TO APPLY WASTET YES NO
(Attach Waste Utilization Plan to site evaluation.)
SOIL INVESTIGATION - VALID ONLY IF SOIL INVESTIGATION SIIEET ATTACHED
IS SOIL SUITABLE FOR LAGOON?
YES ✓ NO
IS A CLAY LINER REQUIRED? wpeR-0X . 2 '.g f� YES ✓ NO
G,d sy��,pcc
IF YES, IS CLAY AVAILABLE ONSTTE? YES V' NO
QUESTIONABLE
IS A CORE TRENCH REQUIRED? C4R Clay /IW OA) YES V" NO
(Attach soil investigation sheet to site evaluation.)
SITE APPROVED YES ✓ NO CONDITIONAL
COMMENTS _. Sdc A.yd
s'or X-5
-AR 4!mL - a on
4o k'r � r, aj . -
ZxIA.S le
a 1 t -ZIOIAO� -
THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND CONSTRUCTION
OF LAGOON CONTINUES IN REASONABLE TIME PERIOD. UNDUE DELAYS OR
HESITANCY IN CONSTRUCTION MAY REQUIRE THAT SITE EVALUATION BE
INVALIDATED. �/
SIGNATURE ��� /1 DATE,
Page 2 of 2

TABLE OF CONTENTS
VicinityMap.............................................................. 1
ASCSField Map............................................................ 2
SoilsMap.................................................................. 3
Soil- Investigation Worksheet ......................... _ .............. ...... 4
Waste Treatment Plan 5
WasteUtilization Plan ...................................................... 6
Operationand Maintenance Plan ............................................. 7
Construction Specifications for Lagoon ....................................... 8
Seeding Plan (Farm Site) .................................................... 9
Computer Drawing of Existing Ground ....................................... 10
ExistingElevations ......................................................... 11
Lagoon Cross Section Diagram...............................................12
Computer Drawing of Proposed Lagoon & Building Pad ......................... 13
SiteBalance Report......................................................... 14
Computer Drawing - All Data -Proposed ......................-...... - _ ........ 15
Computer Drawing - Contour Lines ............... 16
- — Computer Drawing - Sloping Lines .... ....................................... 17
Computer Drawing -Blow-up of Lagoon Corner ........................... .. 18
Building Pad Elevations.....................................................19
Computer Cross Section -Existing, -Proposed -Balanced ......................... 20
Facility Overlaid on Existing Topo Map .... _ . _................................ 21

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TYPES OF MATERIAL ENCOUN'1'F12Ef1 1N IiO1ZiN(:S
(Use one of systems below)
UNIFIED CLASSIFICATION USDA CLASSIFICATION
GW- Well graded gravels: gravel, sand mix
q- gravel
GP -Poorly Graded gravels
a - Rand
GM -Silty gravel4: grave.! -sand -silt mix
v!n-very fine sand
GC.Clayey gravels; gravel -sand -clay mix '
at -sandy loam
SW -Well graded sands; sand -gravel mix
fsl-fine sandy loam
SP - Poorly graded sandy
1- loam
SM-Silty sand
gi-gravelly loam
SC -Clayey sands; sand -clay mixtures
si-sllt '
MI. -Slits: silty, v.11ne sands; sandy or clayey slit
sit -silt loam
CL-Clwys o1 low to medium plasticity
cl- clay loam
Cll-Inorganic clays of hlgh plasticity
sic1-silty clay loam
MH-Elastic silts
scl -sandy clay loam
OL-Orginlc silts and silty clays, low plasticity
sic -silty clay
011-Organic clays, medium to high plasticity
c -clay
1. Suitable material for embankment In available
Yee M No ()ndirom Y-8.y G.e.t a en M. 00feb on
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REMARKS: 2 � COR C 7_/2&ftW_ Ok
C Ar MWR
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1 Explain hamrde requirtnR special ittentlen in dreiQn f5eepave. srrt..n,. Rut etc.)
B0sfiaN/ �NO� Y� CD?t 3�rr2Fe [->cdr; bearr1 %
GENERAL REMARKS:
24

=:EDDIE JOHNSON County: ROBESON
to nearest residence (other than owner):
:RAGE LIVE WEIGHT (ALW)
sows (farrow to finish)
sows (farrow to feeder)
head (finishing only)
sows (farrow to wean)
head (wean to feeder)
ascribe other
-WUM REQUIRED TREATMENT VOLUME OF LAGOON
Date: 08/16/94
1000.0 feet
x 1417
lbs.
= 0
lbs
x 522
lbs.
= 0
lbs
x 135
lbs.
= 0
lbs
x 433
lbs.
= 0
lbs
x 30
lbs.
= 213120
lbs
0
Total Average Live Weight = 213120 lbs
Volume = 213120 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 213120 cubic feet
a AGE VOLUME FOR SLUDGE ACCUMULATION Iy� �-O�'E AT ©v tn4�CtS v �
lolume = 0.0 cubic feet
Ir DESIGNED VOLUME
I
Inside top length (feet)--------------------- 450.0
Inside top width (feet)---------------------- 115.0 A%/
Top of dike elevation (feet)----------------- 52.9
Bottom of lagoon elevation -(feet)___________ 41.9
Freeboard (feet)- 1.0
Side slopes (inside lagoon)------------------ 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH
3.0 3.0 3.0 3.0 444.0 109.0
AREA OF TOP
LENGTH * WIDTH =
444.0 109.0 48396 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
384.0 49.0
18816 (AREA OF BOTTOM)
DEPTH
10.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
414.0 79.0 130824 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6
48396.0 130824.0 18816.0 1.7
Total Designed Volume Available = 330060 CU. FT.

--?ORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
450.0 115.0 51750.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 51750.0 square feet
Design temporary storage period to be 180 days.
zlume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 213120 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 389299 gals. or 52045.3 cubic feet
,:.fume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
Volume = 0.0 cubic feet per CF
—Iume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 30187.5 cubic feet

of 25 year - 24 hour storm
7.0 inches / 12 inches per foot * DA
30187.5:cubic feet
-�',!AL REQUIRED TEMPORARY STORAGE
5A.
52045
cubic
feet
5B .
0
cubic
feet
5C.
30188
cubic
feet
5D.
30188
cubic
feet
TOTAL 112420 cubic feet
temporary storage period=====_____ -------- __>
180
days
Rainfall in excess of evaporation== -------- >
7.0
inches
25 year - 24 hour rainfall______________ __>
7.0
inches
Freeboard______________________ ------------ _>
1.0
feet
Side slopes==_______________________________>
3.0
: 1
Inside top length___________________________>
450.0
feet
Inside top width=====_______________________>
115.0
feet
'Pop of dike elevation=====_=_______________>
52.9
feet
Bottom of lagoon elevation______ --------- ____>
41.9
feet
Total required volume==_____________________>
325540
cu. ft.
Actual design volume_____ __________________>
330060
cu. ft.
Seasonal high watertable elevation (SHWT)___>
Ay -43.
feet 46-3
Stop pumping elev.____________---------- ______>
49.2
feet
Must be > or = to the SHWT elev.====______>
4-3:0
feet 4.6-3
Must be > or = to min. req. treatment el.=>
47.9
feet
Required minimum treatment volume=====_____>
213120
cu. ft.
Volume at stop pumping elevation=====____=_>
213636
cu. ft.
Start pumping elev._________________________>
51.2
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
299873
cu. ft.
Volume at start pumping elevation=====______>
296992
cu. ft.
Required volume to be pumped________________>
82233
cu. ft.
Actual volume planned to be pumped=== --____>
83355
cu. ft.
Min. thickness of soil liner when required==>
1.6
feet
ft nr
DESIGNED BY:-R& &,v �L APPROVED BY:Alka- ,GAL
DATE: i3i (6�q� DATE: 8/,?,3/99f
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
*
*

L t nc ert C,o mPv'm-Mor s
Df 25 year - 24 hour storm
- 7.0 inches / 12 inches per foot * DA
33 405.3 cubic feet
_- REQLiIRED TEMPORARY STORAGE
5A.
52045
cubic
feet
5B.
0
cubic
feet
5C.
33405
cubic
feet
5D.
33405
cubic
feet
TOTAL 118856 cubic feet
Temporary storage period=====_______________>
180
7.0
days
inches
Rainfall in excess of evaporation=====______>
7.0
inches
25 year - 24 hour rainfall__________________>
Freeboard=====___=_________________________>
3.0
feet
Side slopes=====--------------------
0
4539.
45
feet
Inside top length___________________________>
feet
Inside top width____________________________>
.6
Top of dike elevation_____________________>
529
feet
Bottom of lagoon elevation___ ______________>
et
feet
ft.
Total required volume_________________________
3340.3
413 cu. ft.
Actual design volume________________________>
Seasonal high watertable elevation (SHWT)===>
43.0
feet
Stop pumping elev.__________________________>
49.2
feet
Must be > or = to the SHWT elev.====______>
43.0
feet
Must be > or = to min. req. treatment el.=>
46.3
feet
Required minimum treatment volume=====______>
213120
cu. ft.
ft.
Volume at stop pumping elevation===—=______>
281132
cu.
Start pumping elev.___ ____________________�
51.2
feet
Must be at bottom of freeboard & 25 yr. rainfall
24 hr. rainfall==> 378008
cu. ft.
Actual volume less 25 yr.-
Volume at start pumping elevation=====______>
374592
cu. ft.
Required volume to be pumped=== ==_________>
85451
cu. ft.
Actual volume planned to be pumped======____>
93460
cu. ft.
feet
Min. thickness of soil liner when required==>
1.8
APPROVED BY:
DESIGNED BY :a,�s-�-
DATE: 5 i 16 i4-
DATE :
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
Je5IGhI 1 bC.(}Mr VJ /Li NElZ
DI F51( t j 0aLJN1,F- W1 D LtNF2
M
'-11; 4a3 0u•�00���
930, 060 CIA • 44
B!, 353 cam .
2-7
*
3-01 3 CU, ids-

VJL\Aj t) I
I-T G-�
Bo'Mm 0 suvkp
-JAVk-kj- DP OVYl tit �JpLt
-To-rFkL t*41044
g'Totk,A&S SLP-Vi
B Lb&, L Lz
51.85 TOP or
5z e?s V.
PAP Z-11V,
A a-o
eiga N TIC-, �V5�'T W e LL. JJ
VAT 5- t4 -
IA AT e Fx- i

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) tb be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
1
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to -
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 51.2 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 49.2 . This temporary
storage, less 25 yr- 24 hr storm, contains 82233 cubic feet or
515102 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

SHEET 1 OF 2
4
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be
cleated of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
r
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.6 ft.
------ -------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE -MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
mil liner material shall come from an approved borrow area. The
-Tnimum water content of the liner material shall be optimum moisture
zintent which relates to that moisture content when the soil is kneaded
`_n the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
Material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. IPENSACOLAf BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
16.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

WASTE UrILIZAfION PLAN
----------------------
Owners name--:EDDIE JOHNSON County:ROBESON
Mail Address-:RR.1 BOX 443 FAIRMONT,NC 28340
Type of production unit ---- :WEAN -FEED
Number of animal units-----: 7104
Type of waste facility ----- :Anaerobic Lagoon
Temporary storage period.---: 180 days
Method of application ------ :IRRIGATION
Amount of animal waste produced-----------------: 2999 tons/year
Amount of plant available N produced by animals-: 3410 lbs./year
Commercial N to apply on planned acreage--------: 0 lbs./year
Your animal waste utilization plan has been specifically
developed for your swine operation. The plan is based on the
_ soil types, crops to be grown, and method of application for
' your particular operation. The waste must be land applied at a
.specified rate to prevent pollution of surface and/or ground
water. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops
where the waste is to be applied. This waste utilization plan
uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle and annual soil tests
are encouraged so that all plant nutrients can be balanced for
realistic yields of the crop to be grown.
Several factors are important in implementing your waste
utilization plan in order to maximize the fertilizer value of
the waste and to ensure that it is applied in an
environmentaily safe manner. Always apply waste based on the
needs of the crop to be grown and the nutrient content of the
waste. Do not apply more nitrogen than the crop can utilize.
Soil types are important as they have different infiltration
rates and leaching potential. Waste shall not be applied to
land eroding at greater than 5 tons per acre per year. Do not
apply waste on saturated soils or on land when the surface is
frozen. Either of these conditions may result in runoff to
surface waters. Wind conditions should also be considered to
avoid drift and downwind odor problems. To maximize the value
of nutrients for crop -production and to reduce the potential
for pollution, the waste should be applied to a growing crop or
not more than 30 days prior to.planting. Soil incorporation
of waste will conserve nutrients and reduce odor problems.

_Sc —
The acres needed to apply the animal waste is based on typical
nutrient content for this type of facility. Annual acreage
requirements may be more or less based on the waste analysis
report for your waste management facility.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract Field Soil Crop
Yield Lbs. N Acres Lbs. N Month to
No. No. Type Code
/Acre /Unit Used Apply
2638 6 NoA C
6.1 50.00 0.2 61 MAR-OCT
2638 7 NoA C
6.1 50.00 0.7 213.5 MAR-OCT
2638 4 NoA C
6.1 50.00 8.2 2501 MAR-OCT
2638 4 WaB C
5.5 50.00 3.0 825 MAR-OCT
----- ----- ----- -----
----- ----- ---_- ------
Total 12.1 3601
Available Nitrogen
(includes commercial) 3410
Surplus Or Deficit -191
Crop codes: Crop -unit
A=Barley-bu.
I=Oats-bu.
B=Bermudagrass(graze)-tons J=Rye-bu.
C=Bermudagrass(hay)-tons K=Small grain(graze)-acre
D=Corn(grain)-bu.
L=Small grain(hay)-acre
E=Corn(silage)-tons
M=Sorghum(grain)-cwt.
F=Cotton-lbs. lint
W=Wheat-bu.
G=Fescue(graze)-tons
Y=Fescue(pasture)-tons
H=Fescue(hay)-tans
Z=Bermudagrass(pasture)-tons

Page 3
If more commercial fertilizer is used than shown in this plan,
then additional acres of land may be needed. A three to fifteen
feet wide permanent grass filter strip should be seeded along all
ditches in fields that receive animal waste.
Additional comments:
--------------------
---- Note`- Fields 7 and 8 are to be cleared and planted to
----Coastal Hayland as- a part of this Waste Utilization Plan for
---------------------------------
the application of swine waste.
----------------------------------------------
Prepared by: _el
__dL_ _ T i t 1 e : Qf?-to._Zetet— Date
Concurred in by. _L,— ° Date wY -------------- _ _ 'P
> J�gy
Producer /
I understand that I must own or have access to equipment,
primarily irrigation equipment, to land apply the animal waste
described in this waste utilization plan. This equipment must be
available at the appropriate pumping time such that no discharge
occurs from the lagoon in a 25—year 1—day storm event. I also
certify that the waste will be applied on the land according to
this plan at the appropriate times and at rates that no runoff
occurs.
Gtc i al ---- Date:
Producer
Technical Specialist: _ _
----------- Date:
(Copy to producer and copy to case file)

ACC!lP1101411C 11
Page 1 of 3
North Carolina Agricultural Extension Service
Agri-
Management
LIVES= MASTE Sj* F=C. ANALYSIS AbID Cst Cah.=0R
OF TA AP_?SCAIION BATES
James C. Barker*
1. SABFLE COLT srZr�
A. Semi -Solid Lot Hanure
i. Scraped directly, from lot into spreader
a. From loaded spreader, collect. about 2 Ibs of manure from
d4 arent locations using nommata3lic coileetors.
U. From storage
a. Collect about 2 Ibs of manure .from under the space c-I=t
avoiding bedding materials and using nonmetal 2.ic colleccars .
B. 1-4qu4d Manure Slurry
i. Under -slotted -floor pit
a. Extend a 1/2" nonmetallic conduit open on both ends into
manure to pit floor.
b. Seal upper and of conduit (a.g., by placing a thumb over end
of conduit) =gaping manure that bas entered lower and, remove
and empty slum into plastic bucket or nonmetallic container.
c. Take subsamples from 5 or more locations or at least 1 quart.
d. Hi= and add about 3/4 pint to nonmetallic sample container.
ii- Exterior storage basin or teak
a. Make sure zw=e has been well mixed with a liquid mane
chopper -agitator pump or propeller agitator.
b. Take subsamples from. about 5 pit locations, from agitator pump
or from manure spreader and place in a plastic bucket.
* Professor and Ext-erasion Specialist, Biological and Ag_icuit=al Engineering
Department, North Carolina State University,, Raleigh, NC.

Attachment B
Page 2 of 3
c. Mix and add 3/4 pint to a nonmetallic sample container.
C. Lagoon Liquid
i. Collect about 3/4 pint of recycled lagoon liquid from inflow pipe
to flush tanks in a nonmetallic sample container.
ii. From lagoon
a. Place a small bottle (1/2 pint or less) on end of 10-15' pole.
b. Extend bottle 10-15' away from bank edge.
c. Brush away floating scum or debris.
d. Submerge bottle within 1' of liquid surface.
e. Empty into a plastic bucket, repeat about 5 times around
lagoon, mix, and add 3/4 pint to nonmetallic sample container.
D. Broiler or Turkey Litter
L. House litter
a. Visually inspect litter for areas of varying quality, e.g.,
areas around feeders and waterers, and estimate percent of
floor surface in each area.
b. Take about 5 litter subsamples at locations proportionate to
item a. E.g., if 20% of litter of similar visual quality is
around feeders and waterers, take 1 subsample there and the
other 4 subsamples from remainder of floor surface.
c. At each location, collect litter from a 6" by 6" area down to
earth floor and place in a plastic bucket.
d. After 5 subsamples have been added to the bucket, mix, and add
about 2-3 lbs litter to a nonmetallic sample container such as
a 1-gallon freezer bag and seal.
ii. From stockpile
a. Take subsamples from about 5 locations at least 18" into pile.
b. Mix, add 2-3 lbs to nonmetallic sample container and seal.

Attacnmeut B
Page 3 of 3
II. SA LE PREPARATION AND TRANSFER
A. Place sample into an expandable container that can be sealed. Rinse
residues from container with clean water but do not use disinfectants,
soaps, or treat in any other way.
B. Pack sample in ice, refrigerate, freeze, or transfer to lab quickly.
C. Hand -delivery is most reliable way of sample transfer.
D. If mailed, protect sample container with packing material such as
newspaper, box or package with wrapping paper, and tape.
E. Commercial sample containers and mailers are also available. Contacts:
i. A&L Eastern Agricultural Lab, Inc. iii. Polyfoam Packers Corp.
7621 Whitepine Road 2320 S. Foster Avenue
Richmond, VA 23237 Wheeling. IL 60090
Ph: [phone] Ph: [phone]
ii. Fisher Scientific Co.
3315 Winton Road
Raleigh, NC 27604
Ph: [phone]
iv. NASCO
901 Janesville Avenue
Fort Atkinson, WI 53538
Ph: [phone]
F. Private analytical labs are available, but sample analyses are costly-
G. The NCDA provides this service for North Carolina residents.
i. Address: North Carolina Department of Agriculture
Agronomic Division
Plant/Waste/Solution Advisory Section
Blue Ridge Road Center
P.O. Box 27647
Raleigh, NC 27611
Ph: [phone]
Attn: Dr. Ray Campbell
ii. Forward $4 along with the sample.
iii. Include the following identification information with sample:
a. Livestock species (dairy, swine, turkey, etc.)
b. Livestock usage (swine -nursery, finishing; turkey -breeders,
brooderhouse, grower, number flocks grown on litter; etc.)
C. Waste type (dairy -lot scraped manure, liquid slurry; swine -pit
slurry, lagoon liquid, sludge; broiler -house litter, stockpile
iv. Routine analyses performed on all samples: N, P, R, Ca, mg, Na,
S, Fe, Hn, Zn, Cu, B
v. Additional analyses performed upon request: DM, No, Cd, N1, Pb

Orientation: -45.0
54. 0 0::
52.0
50.0
48. 00
46. 00::
44. 001;
42. 00
40.0
I tolmi I - f t
Vil
Z Magnification: 16.2
.............. .............
30 Mash Surface
Balanced
Project: EDDIE JOHNSON
Drawing: e eee,s
NwMber:
1.000tiom:
"I'd Data:
Impimmor:
own0or.
Cot imator:
Prepared bW: using Sitework
Inclination: 20.0
3D Mesh Surface

ster
LPlot of all data for the surface: Existing I
1Project: EDDIE JOHNSON
Drawing: a 8881S
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

Orientation
56. 0
64.0
62.0
60.0
48.0
46.0
Lower Lerz
30 Mesh Surface
Existing
Project:
EDDIE JOHNSON
Drawing:
8 888'S
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared
by: using Sitework
nation: 20.0
3D Mesh Surface

Iterating to balancing within 10.0 cubic yards...
delta
l
Fill
CUT - FILL
0.00
11279.09
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Lower "Proposed" by 1.12 feet.
New surface called "Balanced" has been created.
Project: EDDIE JOHNSON
Drawing: 8 8881S
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework
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4
Plot of all data for the surface:
Balanced
Project: EDDIE JOHNSON
Drawing: 8 888'S
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by:
using Sitework
3. 88
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53.1
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41.
53.88
PAD
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Plot of the contour data for the surface:
Balanced
Project: EDDIE JOHNSON
Drawing: 8 88B'S
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

52.88
41.88
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Plot of the sloping lines for the surface:
Balanced
Project: EbbIE JOHNSON
drawing: 8 888'S
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

x
53.15
63. 15 BRA 114 AG. F— VONg5
52.65
53.15
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Plot of the sloping lines for the surface:
Balanced
Project: EDDIE JOHNSON
Drawing: 8 88$'S
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

b8$
38
goter
: EDDIE JOHNSON: 8 888'S: Balanced

56.00
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M
m � Pcq e 4 c� /'
MEMORANDUM
DATE: January 28, 1998
TO: All NC Contract Growers - Sow, Nursery, and Finisher
CC: M. Miller, T. Jones, L. Stutts
FROM: Peter Moss
SUBJECT: Lagoon and Waste Management - January, 1998
We rainfall,high ave of aht now oona very difficult situation on our hands
few Opportunities g s, and water sodden spray fields. ' what with the high
in the immediate future, the following advise May
we have very
through these tough times -
the
help get you
1. Please read the attached Emergency Action Pta
the level of the dam of the lagoon,
make an assessment of what damage
to raise
to the dam from moving tractors, machinery, etc., which may set up an even larger problem. g maY occur
2- For those of you who have spillway as an engineered Y weaken the dam and
9 may be the best solution in some cases.
could do the following in case ll an as en 9 eered part of the lagoon, then you
that you wish to put a tem�ry .dam across the spillwayt b W
Q and let them know
circumstances. Get their a because of dire
circumstances.
spillwayarea. approval and either place dirt, soil, or sand bags in the
A thorough inspection of the dam wall by DWQ and our
doing this is a must, as any weakness in the wall will be accentuated lagoon level. by raising the
If there is less than 19" of freeboard (12" freeboard, 7" 25
then ou are rewired to notify the Division of Water Quality.
contacting them if the lagoon level gives you yr' storm) s your lagoon
cannot spray on I Would suggest
Your fields . Y less than 19" of freeboard and you
area: () There are two district offices for our entire operating 10 Mr. Holzinger Wilmin t
Counties) g on, NC 910-395-3900 (Brunswick and Columbus
�Urthermore,
Grady Dobson, Fayetteville, NC 910-486-1541 (All other co you must always notify them of any spill - be it unties)
breaching or from excess spray application running off the fi from the lagoon
cases, you also need to let Carroll's know of the problem and latte In both these
spillage to prevent it from crossing your property line.
attempt to dam up the

Lagoon and Waste Management - January 1998
January 28, 1998
Page 2
4. Use every opportune day to spray waste. A reduction in orifice nozzle size would
reduce the volume put out by your gun. Apply more often but in less amounts (3/10"
- 5/10" per acre max. with lower amounts on heavier land),
5. Operate off the start pumping pipe over the next two months. If it is above the start
pumping top pipe, spray until you can get the level a couple of inches below the top
pipe. When the weather and season improve, make sure that you work between the
middle and bottom pipes.
6. Once you have the pumps running and are spraying, take time to walk the field to
make sure there is no run-off. This is more important for those of you with steep
gradients.on your land.
7. Check to make sure that there are no water leaks in your buildings. One dripping
nipple drinker in each of your houses can add thousands of gallons of water to your
lagoon over a short period of time.
8. If you have pull -plug buildings, then increase the interval between pulls (say from 4
days to every 7 to 10 days).
Peter Moss
Attachment

EMERGENCY ACTION PLAN
PHONE NUMBERS
4_313 .3.3 00
DIVISION OF WATER QUALITY (DWQ) C (--&ye.#r�r,'lle) - / /
EMERGENCY MANAGEMNET SERVICES (EMS) (a 71- 211 Ln
SOIL AND WATER CONSERVATION DISTRICT (SWCD) 7j - s 78
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTERSION SERVICE (CES) 67/ - .3j,7(a
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take, 4.
1 , Stop the release of wastes. [depending on the situation, this may or - may not be
possible. Suggested responses to some possible problems are listed bel*W
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c, Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste_
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the' -fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewali of lagoon. Often this is seepage as opposed
to flowing leaks -possible action:
a. Dig a small sump or ditch from the embankment to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. if holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c_ Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
C. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g_ Are potable water wells in danger (either.on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942, Your phone call should include; your
name, facility number, telephone number, the details of the incident from item 2
above., the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b_ If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you_
5. Contact the contractor of your choice to begin repair or problem to minimize off -
site damage.
a_ Contractors Name-
b. Contractors Address: y I=, rm�., t - -- -
c. Contractors Phone: _ �s—�-- ---- -
�v i.
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting T
Engineer, etc.)
a, Name; CTVi d J1e�1
b. Phone: , - -- - -- - --- - -
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
Eddie L. Johnson
Eddie Johnson
905 White Pond Rd W
Fairmont NC 28340-6995
Dear Mr. Eddie L. Johnson,
NORTH CAROLINA
Environmental Quality
April 22, 2019
Y 14 2019
Subject: Additional Information Request
Application No. AWS780021
Eddie Johnson
Robeson County
The Animal Feeding Operation Program of the Division of Water Resources (Division) has completed a
preliminary review of your renewal permit application package. Additional information is required
before we may continue our review. Please address and submit the following item(s) within 30 (thirty)
days of receipt of this letter:
/EInsect Control Checklist with chosen best management practices noted
Odor Control Checklist with chosen best management practices noted
Please reference the subject application number when providing the requested information. All revised
and/or additional documentation shall be signed, dated and sent to my attention at the address below. The
Information can also be submitted electronically at 2019PerrnitRenewal_cz)ncdenr.%�ov
Please feel free to contact me at 919-707-3702 if you have any questions regarding this letter,
Sincerely,
Ramesh Ravella
Animal Feeding Operations Program
cc: Fayetteville Regional Office, Water Quality Regional Operations Section
AFOGS Section Files — AWS780021
North Carolina Department of Environmental Quality I Division of Water Resources
D E Q 512 North Salisbury Street 11636 Mail Service Center I Raleigh, North Carolina 27699-1636
=Wmm—a .errr► `i 919.707.9000

Eddie L. Johnson
905 White Pond Rd. West
Fairmont, NC 28340
CL Ms 78d oA
T-017
INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor site
(Liquid Systems)
Flush Gutters Accumulation of solids V) Flush system is designed and operated
Sufficiently to remove accumulated
solids from gutters as designed.
(} Remove bridging of accumulated solids at
discharge
Lagcons and Pits Crusted Solids V) Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Decaying vegetation (v)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along waters edge on impoundments perimeter.
(Dry Systems)
P0010/0015 F-435
Practices
Feeders Feed Spillage () Design, operafie and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
{) Clean up spillage on a routine basis (e.g, 7.10 day
interval during summer; 15-30 day interval during winter).
Feed Storage
Accumulation of feed
residues
() Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
Insuring drainage away from site and/or providing.
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal {) Eliminate low area that trap moisture along fences
Areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
(} Maln(ain fence rows and fitter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
MIC — November 11, 1996
MAY
10

05-06-'19 11:12 FROM-
T-017 P0011 /0015 F-435
Dry Manure Handling Accumulations of animal () Remove spillage on a routine basis (e.g. 7-10 day
Sy.tems wastes interval during summer; 16-30 days interval during
winter) where manure is loaded for land application
or disposal.
() provide for adequate drainage around manure stockpiles
() Inspect for and remove or break up accumulated wastes
in filter ships around stockpilas and manure handling
areas as needed.
The issues checked (4 }pertain to this operation. The landowner / integrator agrees to use
sound judgment in applying insect control measures as practical_
I certify the aforementioned insect control Best Management Practices have been
reviewed with me,
(�andownelr Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NO 27695-7613.
AW -- November 11, 1995
II

45-06-' 19 11:13 FROM-
T-017 P0012/0015 F-435
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause
production
Animal body Flirty manure
surfaces covered animals
to Minimize Odor
(,/)Vegetative or wooded buffers:
(✓)Recommended best management
practices;
(V)Good judgment and common sense
( )Dry floors
surfaces Wet manure -covered (-)Slotted floors;
floors (✓)Waterers located overslofted floors:
(✓)Feeders at high end of solid floors;
(+/)Scrap$ manure buildup from floors;
( )underfloor ventilation for drying
Site Specific Practices
Manure collection Urine (✓)Frequent manure removal by flush, pit
pits recharge or scrape
Partial miorobial ( )Underfloor ventilation
decomposition
Ventilation
Volatile gases
(✓)Fan maintenance;
exhaust fans
Dust
(✓)Efficient air movement
Indoors
Oust
(�UVashdown hetw$en groups of animals
( )Feed additives;
( )Feeder covers;
( )Feed delivery downspout extenders to
feeder covers
Flush Tanks
Agitatlon of recycled
( )Flush tank coven;
lagoon liquid While tanks
( )Extend fill lines to near bottom of tanks
are filling
with anti -siphon vents
-=lush alleys
Agitation during waste
( )Underfloor flush with underfloor
water conveyance ventilation
Pit recharge
Agitation of recycled
harge lin
()Extend reces to Haar bottom of -
points
lagoon liquid while pits
pits with anti -siphon vents
are filling
Lift stations Agitation during sump ( Aump tank covers
tank filling and drawdown
Outside drain
Agitation during waste ( )Box Covers LL
collection or
water Conveyance
junction boxes
End of drain
Agitation during waste ( )E)dend discharge point of pipes f
pipes at lagoon
water underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions
Biological mixing
Agitation
(✓)Proper lagoon liquid Capacity
(✓)Correct Irigoon startup procedures
( )Minimum surface araa-to-volume ratio
(V)Minimum agitation when pumping
( )Mechanical aeration
( )Proven biological additives
Irrigation sprinkler High pressure agitation (V)irrigate on dry days with little or no wind
nozzles Wind draft (V)Minimum recommended operation pressure
(✓)Pump intake near lagoon liquid surface
( )Pump from second-st2ge lagoon
AMOc — November i t , 1996
12

05-06-' 19 11:13 FROM- T-017 P0013/0015 F-435
Storage tank or Partial microbial ( )Bottom or midlevel loading
bash surface dsoompositbri Mixing while ( )Tank covers
filling Agitation when emptying( )Basin surface mats of solids
( )Proven biological additives or oxidants
Seffling basin Partial microbial decom- ( )2xtand drainpipe outlets underneath liquid
surface position Mixing while filling level
Agitation when emptying ( )Remove settled solids regularly
Manure, slurry or Agitation when spreading ( )Soil injection of slurry/sludges
sludge spreader Volatile gas'emissions ( )Wash residual manure from spreader after use
outlets ( )Proven biological additives or oxidants
Dead animals
Carcass decomposition
( )Proper disposition of carcasses
Dead animal
Carcass decomposition
( )Complete covering of tarcasses in burial pits
disposal pits
( )Proper location / construction of disposal pits
Incinerators
Incomplete combustion
( )Secondary stack burners
Standing water
improper drainage
(✓)Farm access road maintenance
around facilities
Microbial decomposition of
away from fddlitieS
organic matter
Manure tracked
Poorly maintained access
(✓)Farm access road maintenance
onto public roads
roads
from farm access
Additional Information: Available From:
Swine Manure Management 0200 Rule / BMP Packet L NCSU-County Extension, Canter
Swine Production Farm Potential Odor Souroes and Remedies, ERAS Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge —Lagoon Treatment:EBAE128-$8NCSU-13AE
Swine Production Facility Manure Management:Undonloor fluse�Lagoorl Treatment 129-BBNCSU-BAE
Lagoon Design and Management for Livestoa Manure Treatment and Storage; EBAE103-83NCSU-SAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assurance Program: NPPC Manual NC Pork Producers
Assoc
Options for Managing Odor, a report from the Swine Odor Task Force NCSU Agri Communication
Nuisance Concems in Animal Manure Management: Odors and Flies; P110101, Florida Cooperative Eritension
1095 Conference Proo3edings
The issues checked (J pertain to this operation. The landowner! integrator agrees to
use sound judgment in applying odor Control measures as practical.
I certify the aforementioned odor control Best Management Practices have been reviewed
with me.
6 .44
'-w •.�
T (Lam owner gnature)
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