520060_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: 52-0060 Certificate Of Coverage Number: AWS520060
2. Facility Name: Fatback Farm
3. Landowner's Name(same as on the Waste Management Plan): William Starkey Mills
4. Landowner's Mailing Address: 269 Alonza Mills Rd
City: Trenton State: NC Zip: 28585
Telephone Number: 910-388-4181 Ext. E-mail: starkev.mills(iz yahoo.com
5. Facility's Physical Address: 469 Alonza Mills Rd
City: Trenton State: NC Zip: 28585
6. County where Facility is located: Jones
7. Farm Manager's Name(if different from Landowner): William Starkev Mills.III
8. Farm Manager's telephone number(include area code): 919-385-1245 Ext.
9. Integrator's Name(if there is not an Integrator,write"None"): Mu )h -Brown LLC
10. Operator Name(OIC): William Starkey Mills III Phone No.: OIC#: 994543
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 3,520
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry,
Gilts Other Non Laying Pullet
Other Layers

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)
1 100,188.00 19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed bN the owner and a certified technical s oecialist,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. 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. 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]

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 143-215.613, 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 officer of the corporation):
Name: eM Title: i
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

ROB'COOPER
MICf 3AEL S.REGAN r y; APR 0`12
See`rtihrry 'r c+xv w,,..
LINDA CULPEPPER NOR t P CANOUNA
Direcw Fnvironmental Quality
February 27,2019
William Starkey Mills
Fatback Farm
269 Alonza Mills Rd
Trenton,NC 28585
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 hops•//dey nc gov/about/divisions/water-resources/wate�ualil.y-regional-operations/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 vour continued covers e 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 Coveredb, an
Ex irint, .State Non-Discharge General Permit." The application form must be completed, signed and returned b�, April 3. 2019,
Please note that You must ,include one ill copy of the Certified Animal Waste Manay-ement _Plan tCAWMPI with the
com leted and si aned 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,
A I--- a
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Washington Regional Office,Water Quality Regional Operations Section
Jones County Soil and Water Conservation District
AFOG Section Central Files-AWS520060
Murphy-Brown LLC
Nart�try rsea*t^=_rt:fE^brs•rTMs*ts at: J"yrs_^ fzss
a,N.Ss so�,y Et-11ES6 Pr a =•a y Certe•[ Ra a e^,N ,tr Car_ ^s 276H-1ES8

Version—November 26,2018
Mortality Management Methods
Indicate which method(s) 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 a 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.S.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 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
F] a Complete incineration according to 02 NCAC 52C .0102.
Q 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.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
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).
aMass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-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.
_ At L. &tdl, -nr, - --- '3-27-1T
Signature of Farm Owner/Manager Date
i ature oT hnical Specialist Date

CAR ROLL'S. FOODS, INC.
P.O. Drawer 856 ;=-i
WARSAW,NORTH CAROLINA 28398
APR 0'1 2019
IMPORTANT INFORMATION
ABOUT LAGOON CONSTRUCTION -
LISTED BELOW IS A BRIEF SUMMARY OF VOLUMES AND OTHER
DATA:(SEE CONTENTS OF PLAN FOR MORE INFORMATION)
EXCAVATION 14934--- cubic yards
FILL (pad & dike) 17718--- cubic yards
TOP SOIL (minimum 3" thick) 342--- cubic yards
CLAY LINER (represents a complete liner) --- 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 an 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 NRCS Conservationist regarding mulching)
c RO-M THAT 'FILL TH+kN CU-r. "T{AE. FILL �s Cor�P� � F&2
0 o S6mrm.KF-tA7— AN '17 f�C'CUAU AMOJKt M✓ I yA�y.

Operator:BILLY MILLS County: JONES Date: 04/26/95
Distance to nearest residence (other than owner) : 1300.0 feet
? . AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
3520 head (finishing only) x 135 lbs. = 475200 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other 0
Total Average Live Weight = 475200 lbs
21. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 475200 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 475200 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION No-r T-W-Lo-os:> A-[- MWNE2S �>'EypJ.Ers'r
Volume = 0. 0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 550.0
Inside top width (feet) ---------------------- 190.0
Top of dike elevation (feet) ----------------- 49.7
Bottom of lagoon elevation (feet) ------------ 39.7
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 DEPTH
3 .0 3 . 0 3 . 0 3 .0 544 . 0 184. 0 9 .0
AREA OF TOP
LENGTH * WIDTH =
544. 0 184 . 0 100096 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
490. 0 130. 0 63700 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
517 . 0 157 . 0 324676 (AREA OF MIDSECTION * 4)
CU. FT. = P,AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6
100096. 0 324676. 0 63700. 0 1.5
Total Designed Volume Available = 732708 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
550.0 190.0 104500.0 square feet
Buildings (roof and lot water-;
0. 0 square feet Describe this area.
TOTAL DA 104500. 0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1.37
Volume = 475200 lbs. ALW/135 lbs. ALW * 1. 37 gal/day 180 days
Volume = 868032 gals. or 116047.1 cubic feet
5k Volume 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
per CF
Volume = 0.0 cubic feet
5C. Volume 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 = 60958 .3 cubic feet

3D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 65312.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 116047 cubic feet
5B. 0 cubic feet
5C. 60958 cubic feet
5D. 65313 cubic feet
TOTAL 242318 cubic feet
6. SUMMARY
Temporary storage period____________________> 180 days
Rainfall in excess of evaporation=====______> 7. 0 inches
25 year - 24 hour rainfall__________________> 7.5 inches
Freeboard___________________________________> 1. 0 feet
Side slopes_________________________________> 3 . 0 : 1
Inside top length___________________________> 550. 0 feet
Inside top width____________________________> 190. 0 feet
Top of dike elevation_______________________> , „ feet
Bottom of lagoon elevation__________________> 39.•7 feet
Total required volume_______________________> 717518 cu. ft.
Actual design volume________________________> 732708 cu. ft.
Seasonal high watertable elevation (SHWT)===> 44.7 feet
:-Stop pumping elev.__________________________- 46. 0 feet
Must be > or = to the SHWT elev.====______> 4-4. 7' feet
Must be > or = to min. req. treatment el.=> 45.7 feet
Required minimum treatment volume=====______> 475200 cu. ft.
Volume at stop pumping elevation=====_______> 475479 cu. ft.
Start pumping elev.==-------- 47.9 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 667396 cu. ft.
Volume at start pumping elevation=====______> 654023 cu. ft.
Required volume to be pumped________________> 177005 cu. ft.
Actual volume planned to be pumped=====_____> 178544 cu. ft.
Min. thickness of soil liner when required==> 1.5 feet
7. DESIGNED BY: APPROVED APPROVED BY:
DATE: !,�/ s' DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: — �'_flH['C sG�i!27� IIDIJInIC' Lr�C /!
f s &T �I CJ�oASi de. C,i lG7 k!

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF .WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared 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.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.5 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
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in 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.

OPERATION AND MAINTENANCE PLAN SHEET 1 OF 2
------------------------------
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) to 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 .conaidex_in an_ap?nual pumping cycle, but this storage
volume must always be available.
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 47.9 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 46. 0 . This temporary
storage, less 25 yr- 24 hr storm, contains 177005 cubic feet or
1324000 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.

.47.70
47.4
46.70
46.00 46.00
48.00
• w 4r1.
6 60
.e84!! S0
inter
Plot of all data for the surface:
Existing
Project: BILLY MILLS #2
Drawing: 4 880 FINISHING REVISED
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bU: using Sitework

Orientation: -45.0 Z Magnification: 43.3 Inclination: 20.0
49.00"
48.00
47.00
48.00
45.001 `
i
44.00
Lower Left 3D Mesh Surface
3D Mesh Surface
Existing
Project: BILLY MILLS #2
Drawing: 4 880 FINISHING REVISED
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bye: using Sitework

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Surfaces:
Proposed
Ext g
Tight Volumes Expansion (%) Expanded Volumes
cut: 14933.73 0.00 14933.73
Fill: 13629.46 30.00 17718.29
Difference: 1304.27 Net Import: 2784.56 ,
All volumes are in cubic yards.
CST I l�lS JoLU ME i�HS rc Wr =N CC.uD C
pvERCt3T' 'FoR Llt�lc-"CL� T�R,��rtP6E�
Grid cell size: 5.99 by 5.99
Original scale: 100.00ft/in 04Z Ac-ESS ROAIC 3
----------------------------------
----------------------------------
Project: BILLY MILLS #2
Drawing: 4 880 FINISHING REVISED ' = rru � © M�o �,,
Number: 'b 0 q —i iL Ty P E , �M c7torS,
Location:
Bid Date:
Engineer:
Owner:
Estimator: ---l�-a� �•
----------------------------------
----------------------------------
Prepared by: using Sitework
----------------------------------
----------------------------------

TYPICAL CRC7,.;S-SEc'riON
Single Stage Lagoon - Pit Rechar-ge Design
'DJPLlr( County, NC
.B t LLy MILLS " i�&Jt Sly
i
Settle To D Settlement
A-S6.6
d S
Constructed Top Dam
Swine Confinement Total Design Storage Elev.
Building
Invert Outlet Pipe Elev. 47 9►
Stop Pump Elev. 4-G.o
Bottom Elev. 3� _
Finished Floor Elev. �12
,
Sump ,
Top Pad Elev. 4 a 94- 4-9.27
I Fig ,
g" Pipe 4o'@yZ
Invert Elev.
Supporl post
i
NafuraT Ground
FT. - DESIGN MIN. CLAY LINER THICKNESS W M f� �.............
Core
areas of unsuitable material encountered during c6nstruction Trench/
of lagoon slopes and bottom will be excavated below grade(for
the minimum clay liner thickness),backfilled(with approved soil
material)&compacted (to clay liner construction specifications,;. Remove overburden material and
in design).....see soils investigation establish embankment/core on firm
> soil material see soils investigation
R.Horton, NRCS (2/95)

................................................................................................................... 1.44
..................................................................................................................................I
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D8L�! oht erimater
Plot of the contour data for the surface:
Proposed
Project: BILLY MILLS #2
Drawing: 4 880 FINISHING REVISED
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prwpormd by: using Sitawork

4
(LILL
L...................................................................................................... ............
) 46.00
..............................................................................................................................................................................................................................................
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-ffiffis.............................................................................................................................................................................................................. 60.66
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........................................................................................................................................................................................
#39.BE
*49-;-66............................................................................................................................................................................................................%49.66
................................................................................................................................................................................................................................... .68
Da W Weeter
Plot of all data for the surface:
Proposed
Project: BILLY MILLS #2
Drawing: 4 880 FINISHING REVISED
Number:
Location:
Bid Data:
Engineer:
Owner:
Estimator:
Prepared by: using Sitawork

• au1
9494
• 46.00
46 00
50.63 50 66
39.68 99.66
39.Be
3�49.
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Z49. 6
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Plat of the sloping lines for the surface:
Proposed
Project: BILLY MILLS #2
Drawing: 4 880 FINISHING REVISED
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bye: using Sitework

w U�A.DIP �11
RA
............................................................................................ ..............................................................................................
48.00
00
lffikS6.......................................................................................................................................................................................
............... ........... 39. 3
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Da
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BILLY MILLS #2: 4 880 FINISHING REVISED: Proposed 26 APR 96 2:60 PM

52.
Prop I osed
Be.00 .................. ................................ .......................................................E x i sit i n g
48.0 0 .............................................................................................. ............................................................................................................
48.00 .................................................................................................................................................................................................. ......... ........................
44.00 ...................................................................................................................................................................................................... .......................................................................................................................................
42.00 .....................................I....................I..........................................................I.......................................................................................................................................................................................... ............................
40.00 ........................................I.................................................................................................................................................................... ...............................................................................................................................
38.00 (307.14,675.78) <469.28> (306.39,106.49)
BILLY MILLS #2: 4 880 FINISHING REVISED 26 APR 96 2:6e Pm

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Brock Equipment Co.
vfll� Re' k 6550 Deans 8
07
�.\ , MORE RIGHT THAN RAIN Bailey,N.C. 5-411
�-�.., Office(252)235-4111
Cell(252)230-8934
Fax[phone]
Grower: Mills Farms Date: 01/26/2015
Farm:System Design 1 : 1/26/2015 Field Name: Field Layout 5 : 1/26/2015 Field Area: 36.77 acres
System Model: E2065 System Length: 669.00 ft Total Irr.Area: 28.52 acres
Number of Spans: 3
7.
`�
"N. v
t
NN
Nnv Field 3: 36.71 t r
L 1

System'"ength 669.00 Total Spans: 3 1st/2nd Endgun Throw: 100
Pivot Center Lat/Long: 34 59' 55.41"N/77 36' 12.89"W Degree of Sweep: 277.93
Total Irrigated Acres: 28.52 Pivot Acres: 24.92 1stl2nd Endgun Areas: 3.60
SAC/SSAC Acres: Wrap Span Acres: Drop Span Acres:
Primary Coverage
194 196 :94 39D 194 564 Sz 669
1 i 2 I 3 I Remaining:-5.04
1663.96
Span Information
Span No. f -- :1,.�,.i _ 2..-....�.I --3�a
- �
I Model: { E2060{ E2060 1 E2060' End Boom! 1 ! I
i Length: { 194' 194'1 194'.f 85,1
!
_
-Dist-Twr. 196.00 ft'! 390.00 ff! 584.00 ft'
i Pipe Size: 61 6 61 N/AJ {
{ Outlet Sp: --- 57" 57"I -57 i - 57
Primary(1st) Endgun Areas by Location
TwinMax Degree from North Degree from Pivot Start Latitude!Longitude in Degrees ! Area
(feet) Start_ Stogy Start Sfop• . Start # _ Stop Acres
-- Area 1 199.9 219.7 31.0 50.7 34 59'48.20"N _--_ -34 59'49.44"N�I- - -- I
Y f 0.57 acres
�77 36'15.81"W I 77 36'18.61"W
34 59'54.24"N � 35 0'1.06"N -'
Area 2 _ 262.7 319.5 93.7 150.6 1.64 acres {
1 77 36'22.02"W 77 36'19.06"W
35 0'1.51"N f-- 35 0'2.74"N d {
Area 3 0 324.9 346.0 155.9 177.0 0.61 acres
i 77 36'18.39"W 77 36'15.35"W _
35 0'1.46"N 34 59'58.67"N
Area 4 _ 38.8 66.1 { 229.8 I 257.1 �- a 0.79 acres !
77 36'7.29"W 77 36'4.54"W

_NUTRIENT_ UTILIZATION PLAN AMENDMENT
Facility No: 52-060
Grower(s): William Mills " � ""`"`
Farm Name: Fatback Farm
Count Jones
F[Kj
Permit Capacity: [` ''-"``��• '"
Farrow to Wean
Farrow to Feeder APR 0'
Farrow to Finish
Wean to Feeder
Wean to Finish
3520 Feeder to Finish
Storage Structure: Anaerobic Lagoon
Storage Period: >180 days
Application Method: Irrigation
For the following tracts and fields,an annual crop of small grain will be utilized,
following corn silage. The small grain crop will be either harvested for hay or
grazed.
Tract 78, Field CP2-Stallings soil
Small Grain Hay allowed PAN-92
Small Grain Pasture allowed PAN-69
Grower Signature:
Date
Name of Technical Specialist: Eve H. Honeycutt
Affiliation: NC Cooperative Extension -Lenoir County
Address: 1791 Hwy 11155
Kinston, NC 28504
Telephone: [phone]-mobile
Signature: 10/11/18
Date

Brock Equipment Co.
Reinke 6550 Deans
Bailey,N.C.27807 ,
•\� MORE RIGHT THAN RAIN Office(252)235-4111
Cell(252)230-8934
Fax[phone]
Grower: Mills Farms Date: 01/21/2015
Farm: System Design 1 : 1/21/2015 Field Name: Field Layout 4: 1/21/2015 Field Area: 12.92 acres
System Model: E2065 System Length: 460.00 ft. Total Irr.Area: 9.53 acres
Number of Spans: 2
• --a �r -c-A-
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,� :.fix•, - '�-'ti%�.E - - '

Brock Equipment Co.
0550 Deans Si.
Reinke Bailey, N.C.27807
MORE RIGHT THAN RAIN Office(252)235-411 1
Cell(252)230-8934
Fax[phone]
Grower: Mills Farms Date: 01/26/2015
Farm: System Design 1 : 1/26/2015 Field Name: Field Layout 5 : 1/26/2015 Field Area: 36.77 acres
System Model: E2065 System Length: 669.00 ft Total Irr.Area: 28.52 acres
Number of Spans: 3
. ,
100,
�}"� s2YY
OWN:, 131
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Nutrient Management Plan For Animal Waste Utilization
05-27-2015
This plan has been prepared for: This plan has been developed by:
FAT BACK
Keith Melts
Starkey Mills
Jones SWCD
269 Alonza Wills Rd 134 A Industrial park Dr.
Trenton, NC 28585
Trenton, NC 28585
910-385-1245 252-448-2731 ext: 3
Developer Signature
Type of Plan: Nutrient Management with Manure only
Owner/Manager/Producer Agreement
I(we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above.I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
S-Z7-1 S
Signature(owner)
Date
Signature(manager or producer)
Date
This plan meets the minimum standards and specifications
Agriculture-Natural Resources Conservation rvi e o he standardofp went of
adopted by the Soil and Water Conservation Commission. practices
Plan Approved By:
`
y S -ate• �
Technical Specialist Signature
Date
963096 Database Version 4.1 - -- — -
Date Printed: 05-27-2015 - -Cover Page 1 - -

The(, ate Utilizatian table shown below summarizes the waste utilization plan for this;operation.
to use the nutrients being produced. The plan requires consideration of the realistic yields of he crops to be gro Planwn,their rivides utestimate
len requirements,te the nr of acres of cropland needed
to maximize nutrient uptake. and proper timing of applications
This table provides an estimate of the amount of nitrogen required by the cropbeing by-products, commercial fertilizer and residual from previous crops. An estim a of the quantity of solid dland liquid waste tmate of the hat amount bet supplied
indicated quantity of nitrogen from each source is also il<Icluded. A balance of the total manure produced and the total man � uAp �'manure or other
t will be applied on each field in order to supply the
plan adequately provides for the
'utilization of the manure generated by the operation. manure applied is included in the table to ensure that the
Waste Utilization Table
dear 1
lNitrogen Comm Res. Manure Liquid Solid Li
PA Fat. (lbs/A) PA Manure Manure Manure Solid
Nutrient Nutrient NutrientA puked Applied Applied Applied
Req'd Applied had
Source (Ibs/A) (Ibs/A �1 (acre) (acre) (Field) (Field)
Tract Field Total Use. ) (lbs/A) )
ID Soil Series. Acres Acres Crop Applic. ; Applic. 1000
RYE Period N N N Method N gal/A Tons 1000 s
78 CPl S7 Stallings � tons
27.52 Small Grain Overseed
1.0 Tons 10/1-3/31 50 0 0 Irrig. 5 27.74 0.0
78 CPI S7 Stallings 36.70 27.52 Hybrid Bermud 763.38 D.0 Y egress Hay .5 Tons 3/1-9/30 i 238 0
78 CP2 S7 Stallings 12.90 9.25 Fescue Pasture 0 brig• 238 I32.04 0.0 3,633.67 0.0
.0 Tons 8/1-7/31 130 0 0 Ircig. 13 72.12 0.00 667.12 0.00
Total Applied,1000 gallons 5,064.17
Total Produced,1000 gallons 3,263.0
Balance,1000 gallons -1,801.I3
Total Applied,tons 0.00
Total Produced,tons 0.0
Notes: 1. In the tract column,—symbol means leased,otherwise,owned. 2. Syimbol*means user entered data. >3alance'tons 0.0
963096 Database Version 4.1
Date Printed:5/27/2015
WUT Page I of 1

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies wi
soils. If applying waste�nutrients through an irrigations ste th
Provides the maximum application rate per hour that may Y be applied to each field selected to recat a rate that will eive wastewater.re II Thus table
the maximum application amount that each field may receive in�any one application event. It also lists
Irrigation Application Factors
Tract Field Soil Series Application Rate Application Amount
78 CP1 Stallings (inches/hour) (inches)
78 CP2 Stallings 0.50 1.0
0.50 1.0
963696 Database Version 4.1 Date Printed 5/27/2015
NOTE: Symbol*means user entered data. IAF Page 1 of 1

The Nutrient Management Recommendations table shown below provides an annual summ
Plan developed for this operation. This table provides a nutrient trance for the listed Melds and fro f
ary of the nutrient management
Pam• Required nutrients are based on the realistic yields of the crops to be grown,their nutrient requirements each Y� °f the
results. The quantityof nutrients lied equirements and soil test
supplied by each source is also identified.
The total quantity of nitrogen applied to each crop should not exceed the required amount. However
nutrients applied may exceed their required amounts. This most commonly occurs when manure or other quantity of other
utilised ti3 meet tN tiiCogen deeds ofllie crop. Niiti`ient - - byproducts are be limited so as to prevent over application of phosphorouslevels of this nutrient are
it ftY equire that the application of animal waste
such situations,additional nitrogen applications from orous he sources may be r detected m a field. In
amounts of nitrogen y required to supply the recommended
Nutrient Management Recommendations Test
YEAR 0 N P2O5 K2O Zn Tract Field 78 (lbs/A) (lbs/A) (Ibs/A) (lbss//A) (lbl A Cu Lime
cPl Req'd Nutrients so 0 ) (1bs/A) (Ibs/A) (tons(A)
Acres App.Perim 27.52 10/1-3/31 Supplied By: 40 0 0 0
0 p
CROP Small Grain Overseed Starter 0
0 p 0 0
Soil Series Swungngs
Commercial Fert. 0 0 0 0 0 0 0 0
RYE S Residual 0 0 0 0 0
ample Date .1.0 Tons 02-05-14 0 0 0 0
P Removal Ratin Manure 50 39 230 - -0
g 151bs/ac. tedium BALANCE 9 0 2 0
0
0 39 190 9 0
NOTE: Symbol*means user entered data. 0 2 0 0
'096 Database Version 4.1
_ Date)'tinted: 5/27/2015
NMR Page 1 of 2

Nutrient Management Recommendations Test i
YEAR j N P205 K20
(lbs/A) (lbs/A). (lbs/A) (Ibs A) (Ibs/A) (pbA) (1 A) (tons/A)
Tract Field 78 CPi Req'd Nutrients 238 p
120 0 0 0 0 0 Acres App.Period 27.52 3/1-9/30 Supplied By:
CROP Hybrid Bermudagrass Starter 0 0 0 °
y Commercial Fert. p 0 0 0 0
Soil Series Stallings Residual p o 0 0
RYE Sample Date 5.5 Tons 02-05-14 Manure 238 184 1096 40
2 0
P Removal Rating 68 Ibs/ac. edium BALANCE 0 184 976 40 2 8 1
1 p
Tract Field 78 CP2 Req'd Nutrients 130 p
30 0 0 ° 0 0
Acres App.Period 9.25 8/1-7/31 Supplied By:
CROP Fescue Pasture Starter 0 0 0„ 0 0 0 0
0
Commercial Fert- 0 0 0 0 0 p
Soil Series Stallings Residual 0 0 0 0 p p
RYE Sample Date 4.0 Tons 02-05-14 0 0
Manure 130 101 599 22 1 4 1 0
P Removal Rating 6 lbs/ac. Medium BALANCE 0
101 569 22 1 41 11 0
NOTE: Symbol*means user entered data.
3096 Database Version 4.1 Date Prilltdd: 5/27/2015
NMR P'Ac 2 aY 2

The required Soil Test Values shown in the following table provide a sum
levels of copper or zinc. Fields that receive manure must have an annual soil analysis for these elements. Hugh hovels of zinc
mazy of recommended actions that should be takenif soil tests indicate excessive
ly affect
plantlgrowth. Alternative crop sites must be used when the concentration
amount of copper and zinc to be applied in lbs/acre by 0.036 and 0.071,respecti ely and nitiltiplying these metals approach excessive
resul levels.0. Site y a sand t is quaer ff bt dire cur the
soil index for copper or zinc,we can predict life of the site for waste disposal. y 0.85. By adding this quantity to the currant
In addition to copper and zinc indices,this table also provides a summary o Application of lime at:recommended rates is necessary to maintain soil pH in the o a for crop mum ran lime recommendations for each crop based on the most recent soil sample.
g p production..
Tract Field Crop Lime Recom,
78 CPI Small Grain Ova-seed pH (toiwacre) Cu-I
Copper Recommendation Zn-1 Zlnc Recommendation
78 CPl Hybrid Bennudagtass Hay 518 0.4 106 None
78 CP2 5'8 0.0 106 None 217 None
Fescue Pasture 6i4 217 Non
0.0 70 None e
248 None
963096 Database Version 4.1 ---- - ---- -. ..------_ —__ _ ---
__.-----
Date Printed: 05-27-2015 — +—---- —
STV Page U of 1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge
utilizafion for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each
source,the number of animals in the facility and the plant available nitrogen application rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent At clean out,
this material must be utilized for crop production and applied at
nitrogen but other nutrients including pAl� agronomic rates. In most cases,the priority nutrient is
ing phnsphnrom rapper and uric can alsn be limiting. Since nutrient levels are generally
very high,application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be used for
sludge application. If this is not possible,care should be taken not to load effluent application fields with
high amounts
copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams andf
lakes,phosphorous is a concern Soils containing very high phosphorous levels may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA=N Mare Application Bare Minimum Acres
MinimuEAcTe8 Mitiiiniiiii Ages
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Aclation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge- Standard
Com 120 bu 150 14.69
39.5479.08 118.62
Hay 6 ton R.Y.E. 300 29.38
19.7777
$Oybean 40 bu 160 15.67 39.54 59.31
37.07 74.14 111.21
963096 Database Version 4.1 Date Printed: 05-27-2015 — — -
Sludge Page 1 of l

The Available Waste Storage Capacity table provides an estimate of the number of days of storage ca aci
available at the end of each month of the plan. Available storagec p ty
capacity in days minus the number of days of net storage capacity is calculated as the design storage
by the user and is defined as the date prior toapplying utrien s to the stud Ihe start date is a value entemd
volume in the lagoon or holding pond is equal to zero. op m the plan at which storage
Available storage capacity should be Beater than or equal capacity of the facility. If the available storage ca to zoo and less than or equal to the design storage
that the plan calls for the application of nutrients thpat it e greatert thank design If available storage capacity
rage capacity,this indicates
is
negative,the estimated volume of accumulated waste exceeds the design storage volume of the structure. her
of these situations indicates that the pled application interval in the waste utilization plan is inconsistent with
t�§t-ruclurers fiemporary storage capaci'fy.
v '
Source Name Swine Feeder-Finish oon Li uid
Start Date 09/30 Des Stora a Ca acit a s
Plan Year 180
Month Available Storage
1 rag Capacity(Days)*
1
-— -- —�- 1 142
1 ---3 ------- — --__1.39_
1 180
1 180
1 180
1 6 180
� 1 8 180
1 180
9 180
1
1 i 174
1 169
IZ 1S0*Available Storage Capacity is calculated as of the end of each month.
963096 Database Version 4.1 Date Printed: 05-27-2015 Ca — 4 pacify Page 1 of 1

Required Specifications For Animal Waste Managem ent
1- Animal waste shall not reach surface waters of the state b ru
manmade conveyances, direct application,or direct discharge during ,
,operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
owns or has an agreement for use of adequate land on which to properly
Zisppllse'h'
WM".IftheProdace'rdoesnot own adegiiiate land to pro er�of the waste, he/she shall provide evidence of an agreement 1 y
landowner, who is within a reasonable roximi with a
of the land for waste application.It is the responsibility f thin
e owner
er the use
waste production facility to secure an update of the Nutrient Management
Plan when there is a change in the operation, increase in the number of
animals, method of application, receiving crap type, m-available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil g
mo
data, climatic conditions, and level of m nagem nt, unless ith re, historical
ere are
regulations that restrict the rate of applications for other nut a ts.
4. Animal waste shall be applied to land eroding less than 5 tons per ae
Year. Waste may be applied to land eroding at more than 5 tons per acreer
per year but less than 10 tons per acre per year provided
are installed where runoff leaves the field (see USDA,NR+grass
la O�Ce s
Technical Guide Standard 393 -Filter Strips).
5. Odors can be reduced by injecting the waste or by diski g after wast e
n
application. Waste should not be applied when there is danger of drift from
the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste '
be soil incorporated on conventionally tilled cropland. When a weste is ill
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding(see "Weather and Climate in North Carolina" for ida gu nce).
963096 Database Version 4.1 --
Date Printed:5/27/2015
specification Pale 1

7. Liquid waste shall be applied at rates not to exceed t
he
such that runoff does not occur oifsite or to surface water11 infiltration rate
method which does not cause drift from the site du a and in a
ponding should occur in order to control odor and flies,
application. No
g• Animal waste shall not be applied to saturated soils
or when the soil surface is frozen. 'during rainfall events,
9. Animal waste shall be applied on actives
that the crop growing crops i 1� not covered with waste to a depth that would n such a manner
growth. The potential for salt damage from animal waste should s
bit
considered. ld also be
10. Nutrients from waste shall not be applied in fall or
planted crops on soils with a hi winter for spring
loading rates on these soils should be Potential leaching. Waste/nutrient
a minimum and
winter cover crop planted to take up released nutrients. s a suitable
applied more than 30 days prior to planting ante shall not be
breaking dormancy. of the crap or forages
11. Any new swine facility.sited on or after October 1, 1995 the following: The outer perimeter of the land area onto whic comp with
applied from a lagoon that is a component of a swine fa - h waste is
50 feet from any residential property boundary and canalm, shall be at least
other than swine waste from facilities sited on or after nal.Oct Animal waste'
shall not be applied closer that 25 feet to perennial waters. 1' 19953,
12. Animal waste shall not be applied closer than 100 feet to Wells.
wells.
13. Animal waste shall not be applied closer than 200
than those owned by the landowner, feet of dwellings other
14. Waste shall be applied in a manner not to reach other
right of-ways. property and public
963096 Database Version 4.1
Date Printed:5/2 712 0 1 5 specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over-spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall nvt be applied vn grassed waterways that discharge directly
into water courses,and on other grassed waterways, waste shall be applied
at agronomic rates in a manner that causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall
be fenced, as necessary,to protect the vegetation. Vegetation such as trees,
shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be Dept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, Ieakage,or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping3 pumps, reels,etc,,) should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a retatien that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre-plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage(pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
963096 Database Version 4.1 Date Printed:5/27/2015
Specification Pale 3

22. Waste shall he tested within 60 days of utilization and soil shall be tested at
least annually.at crop sites where waste products are applied. Nitrogen
shall be the rate-determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when these
metals approach excessive levels. pH shall be adjusted and maintained for
optimum crop production. Soil and waste analysis records shall be kept
for a minimum of five years. poultry dry waste application records shall
be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5)years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
-------------------------- _ ---------------------
-----------------
963096 Database Version 4.1
- --
" Date Printed:5/27/2015 _ -
Specification Page 4

Crop Notes
Bermudagrass Coastal Plain,Mineral Soil,Poorly Drained The
Somewing hat crop
Poorly note applies to field(s):CPl
to Drained.
Adaptation:Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
Provided for these soils.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar.31.Cover sprigs 1"to
deep(1.5"optimal). Sprigs 3"
should be planted quickly after di
wind.For Coastal and Tifton 78 plant at least 10 h /ac in 3' leg paced 2 and not aid 3'eui thd to e a�v sun O-en in eid a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two ears under good Y
conditions-. 'Tifton 44 spreads slowly;so use at least 40 bu/ac in 1.5'#0 2'rows spaced 1'to 5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
Potassium and micronutrients to apply preplant and for annual maintenance Apply 60 to 1001b/ac N in
the establishment year in split applications in April and July.For established stands apply 180 to 240
lb/ac N annually in split applications,usually in April and following the first and second hay cuts.
Of Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
Pastures and Forages to e Ca"rniiila fdr more
extension agent for assistance.
iiifdnmatiM or 661isiilt your"regional agronoiiiist 6r
.
The
crop note
Fescue: Coastal Plain,Mineral Soil,Poorly Drained to Somewhat Poorly Y D applies to field(s): CP2
Drained.
Adaptation:Moderate to Marginal.
In the Coastal Plain,tall fescue can be planted Sept. I to Oct. 15
(best)and
Pure-stand broadcast seedings use 20 to 301b/ac.,for drilled use 15 to 201b acb seed. Use certified seed
to avoid introducing weeds or annual ryegrass.Plant seed 0.25"to 0.5"deep for pure stands,0.25"in
mixture with clovers. Tall fescue will tolerate soil wetness but not flooding or prolonged saturation;use
Ladino clover for mixtures on these soils. Soil test for preplant and maintenance lime,phosphorus,and
Potassium recommendations.Apply 40 to 60 lb/ac nitrogen at planting for pure ds stan only.Do not apply
N for mixtures with clovers but use proper legume inoculation techniques.Apply n to 200 lb/ac.N to
Pure-stand fescue for hay production;reduce N rates by 25%for grazing.Apply N Feb. 1 to
Aug.20 to Sept. 30,with equal amounts in each window.Re er to Mar. 20 and
fNCSU Technical Bulletin 305
Production and Utilization of Pastures and Forages in North Carolina for additional in6ormation or
consult your regional agronomist or extension agent for assistance.
963096 Database Version 4.1 Date Printed: OS-27-- g
Crop Note Page 1 of 2.

Small The following crop note applies to felcl(s): CPl
Gram: CP,Mineral Soil, low-leachable
In the Coastal plain,oats and barley should be planted from October 15-October 30• and
rye from
October 15-November 20.For bade
each week seeding is delayed beyond the optimum Plant 22 seed/drill See foot s r increase�e seeding rate by 5%for
seeding rate modifications in the current NCSU "Small Grain production Guide". Also increase initial seeding rate by at least 10%when planting no al_tilI. Oa g table for applicable
rye at 1-1 1/2 bushels/acre.Plant all these small is should be planted at 2 bushels/accre�and
essential.Review the NCSU Official Vane grams at 1-1 I/2 deep-Adtionequate depth control is
select a high yielding variety with the charaetens ics noeeded ffor your are- and
Private companies to
than 30 lbs/acre N at planting,phosphorus and potash recommended
this time. The remaining N should be applied during the months of Febru conditions, be applied
li maw
by a soil test can also be applied at
ary-March.
----------------- .
963096 -•----------•--------------- -- -- .-- Database Version 4.1 Date Printed; 05-27-2015
Crop Note Page 2 of 2

Brock Equipment
Win 6550 Dea;�s S°
MORE RIGHT THAN RAIN ffic e( N.C.2?$0-
Cell(252)230-8934
Fax[phone]^"2
Grower: Milts Farms
Date: 01/26/2015
Farm: System Design 1 : 1/26/2015 Field Name: Field Layout 5 : 1/26/2015 Field Area: 36.77 acres
System Model: E2065 System Length: 645.00 ft
Number of Spans: 3 Total frr.Area: 27.52 acres
Ilk
. -
�..
Y - -
!- w}1P•';•'FYI-•

Brock Equipment Co.
ffiffl n k 6550 Deans St.
MC?F?E FIGHT 7i IAN RAIN Bailey.N.C.27807
Office(252)235-4114
Cell(252)230-8534
Fax{2522)235-4112
Grower: Mills Farms
Date: O1/21/2015
Farm:System Design 1 : 1/21/2015 Field Name: Field Layout 4: 1/21/2015 Field Area: 12.92 acres
System Modes: E2065 System Length: 451.00#t
Number Of Spans: 2 i"6 1 UT.Aiy2g: 9.25 r p S
- _ -
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TABLE 2 - Traveling Irrigation Gun Settings
FAT BACK BILLY MILLS
Make,Model and Type of Equipment: P 1030 Hobbs 965' x 3"hose SR 150 gun - .9T Noz. 80PSI 335' dia, 210 gpm
EQUIPMENT SETTINGS
FieldNolad�
ation TRAVELLANE Wetted Name Operating Operating
Svt�ande E6eciive Effective Diameter Diameter Pressure Pressure Arc
Hy dram Nody) Width(n) Len h(ft) (feet) (inches) (r2i Gun(psi) 0 Reel(Psi) Pattern3 Comments C,(p
H-1 . . 240 880 335 ,9 80 122 180 r 5.68 5
T••'l� H-2 11 o, „
It
it
600 1, „ „ It
g If 4.14 St
560 „ 11 3.92 5 t
H-4 ,t 540 „
3.81 5�
H-5 250 600 "
, 4.36 S
H-6 240 460
H-7 205 380 280
2.43
H-8 147
1 `]� H-9 •2 " 151 960 ,� 270 2.02 S
220 240 3.80 $ }
H-10 5.5 250 300 335
2.64 S}-
C�-11 H-11 „ 860 IV to 5.86
42.02 ACRES
1 See attached trap.
2Show separate entries for each hydrant location in each field.
3Use the following abbreviations for various arc patterns: F(full circle),TQ(three quarters),TT(two thirds),H(half circle),T(one third),Q(one quarter).
May also use degrees of arc.
NRCS, NC
NNE, 1996

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System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear
tends to reduce operating pressure and flow. With continued use, nozzle wear results in
an increase in the nozzle opening which will increase the discharge rate while
decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the design
will alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle.
Clogging of nozzles can result in pressure increase. Plugged intakes or crystallization of
mainlines will reduce operating pressure. Operating below design pressure greatly
reduces the coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout
the application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On
a windless day, variation between containers of more than 30 percent is cause for
concern. You should contact your irrigation dealer or technical specialist for assistance.
*Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual
1

OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available
in the lagoon for future wet periods. In the late summer/ early fall the lagoon should be pumped
down to the low marker (see Figure 2-1)to allow for winter storage. Every effort should be made
to maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon for
any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty
action.
The routine maintenance of a lagoon involves the following:
• Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass
are the most common vegetative covers. The vegetation should be fertilized each
year, if needed, to maintain a vigorous stand. The amount of fertilized applied
should be based on a soils test, but in the event that it is not practical to obtain a
soils test each year, the lagoon embankment and surrounding areas should be
fertilized with 800 pounds per acre of 10-10-10, or equivalent.
• Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the
lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should
include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes -- look for?
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes
2

Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment -- look for:
1. settlement, cracking, or"jug" holes
2. side slope stability--slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon
dam. A good stand of vegetation will reduce the potential damage caused by wave
action. If wave action causes serious damage to a lagoon sidewall, baffles in the lagoon
may be used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon
has any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps --check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
• Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
3

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.
4

• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and
water conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce
the amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer / early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
5

• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper- agitator impeller pump through large
- bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and
crop requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag-line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge
can be removed without liner injury. If the liner is damaged it must be repaired as soon
as possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal
content than liquid. Because of this it should probably be applied to land with low
phosphorus and metal levels, as indicated by a soil test, and incorporated to reduce the
chance of erosion. Note that if the sludge is applied to fields with very high soil-test
phosphors, it should be applied only at rates equal to the crop removal of phosphorus.
As with other wastes, always have your lagoon sludge analyzed for its nutrient value.
6

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD) I25L—� �-235F1
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) iytl°-f224--.3227
COOPERATIVE EXTENSION SERVICE (CES) qy- enzi
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 your 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.
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 below.
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 flow 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 flow in the house,flush systems,or solid separators.
E. Leakage from base or sidewall 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.
8

The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions
which could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach
of the dam. Assuming proper design and construction, the owner has the responsibility
for ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure -- an example is the placement of a pipe in the
dam without proper design and construction. (Consult an expert in lagoon design
before placing any pipes in dams.)
• Lagoon liquid levels-- high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.
7

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (✓)Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
( ) Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids (✓)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(✓)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design,operate 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 () Reduce moisture accumulation within and around
residues 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.
() Maintain fence rows and filter 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
10

c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach 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: [phone]. 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 the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the 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 your 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 offsite damage.
a. Contractors Name: 2 S
b. Contractors Address: I eA.TG
c . Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: 5
b. Phone:
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
9

Dry Manure Handling Accumulations of animal ()Remove spillage on a routine basis(e.g.7-10 day
Systems wastes interval during summer; 15-30 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 strips around stockpiles and manure handling
areas as needed.
The issues checked ( ) 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.
(Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC -- November 11, 1996
11

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production (V)Vegetative or wooded buffers:
(V)Recommended best management
practices;
(V)Good judgment and common sense
Animal body Dirty manure ()Dry floors
surfaces covered animals
Floor surfaces Wet manure-covered (V)Slotted floors;
floors (v)Waterers located over slotted floors;
(✓)Feeders at high end of solid floors;
(,,')Scrape manure buildup from floors;
( )Underfloor ventilation for drying
Manure collection Urine (-')Frequent manure removal by flush,pit
pits recharge or scrape
Partial microbial ( )Underfloor ventilation
decomposition
Ventilation Volatile gases (V)Fan maintenance;
exhaust fans Dust (v)Efficient air movement
Indoor surfaces Dust (✓)Washdown between groups of animals
( )Feed additives;
( )Feeder covers;
( )Feed delivery downspout extenders to
feeder covers
Flush Tanks Agitation of recycled( )Flush tank covers
lagoon liquid while tanks ( )Extend fill lines to near bottom of tanks
are filling with anti-siphon vents
Flush alleys Agitation during waste ( )Underfloor flush with underfloor
water conveyance ventilation
Pit recharge Agitation of recycled()Extend recharge lines to near bottom of
points lagoon liquid while pits pits with anti-siphon vents
are filling
Lift stations Agitation during sump ( )Sump tank covers
tank filling and drawdown
Outside drain Agitation during waste ( )Box Covers
collection or water conveyance
junction boxes
End of drain Agitation during waste ( )Extend discharge point of pipes
pipes at lagoon water underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions (✓)Proper lagoon liquid capacity
Biological mixing (✓)Correct lagoon startup procedures
Agitation ( )Minimum surface area-to-volume ratio
(V)Minimum agitation when pumping
( )Mechanical aeration
( )Proven biological additives
Irrigation sprinkler High pressure agitation (✓)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-stage lagoon
AMOC--November 11, 1996
12

Storage tank or Partial microbial ( )Bottom or midlevel loading
basin surface decomposition Mixing while ( )Tank covers
filling Agitation when emptying( )Basin surface mats of solids
( )Proven biological additives or oxidants
Settling basin Partial microbial decom- ( )Extend 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 carcasses in burial pits
disposal pits ( )Proper location/construction of disposal pits
Incinerators Incomplete combustion ( )Secondary stack burners
Standing water improper drainage (V)Farm access road maintenance
around facilities Microbial decomposition of away from facilities
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 NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies,EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge--Lagoon Treatment:EBAE128-88NCSU-BAE
Swine Production Facility Manure Management:Underfloor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
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 Concerns in Animal Manure Management: Odors and Flies;PR0101, Florida Cooperative Extension
1995 Conference Proceedings
The issues checked ( ) 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. *A
(Landowner Signature)
13