820645_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: 82-0645 Certificate Of Coverage Number:
2. Facility Name: D.M. Batts #1 - 5
3. Landowner's Name (same as on the Waste Management Plan): Shelton Batts
4. Landowner's Mailing Address: 185 Way cross Rd
City: Magnolia State: NC
Telephone Number: 910-532-2072 Ext. E-mail:
5. Facility's Physical Address: 1315 K Br% an Rd
City: Magnolia State: NC
6. County where Facility is located: Sampson
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"): Muo2hv-Brown LLC
S4Ae-/j&L 'BPS
10. Operator Name (OIC): Anthony S. Batts Phone No.: 910-532-2072
11. Lessee's Name (if there is not a Lessee, write "None"): t NCAP14 iC
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
Operation Types:
Allowable Count
18,560
AWS820645
Zip: 28453-9001
Zip: 28453
61C t- i79gp
OIC #: 17996
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.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
101
a
19.50
102
C. ,
L
�`(� (o
!r7 r`2 !af• D
201
r
g 019
19.50
301
r• C
19.50
401
19.50
402
[
0
Cl�c D
19.50
L 101
' c c
61,855-00
L 102
f j
61,420.00ol
L201
gzf
'.-
90,605.00
xp,p
L301
L74f
(py 7rt ;u
87,991.00
D
L401
, j`v O t 3
54,450.00
D D
L402
f
ty q
96,268.00
m O
Mail one (1) copy of the Certified Animal Waste Management Plan (CAW P) with this completed and signed application
as required by NC General Statutes 133-215_IOC(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed b,* the owner and a certified technicwl smcialist, 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
IL 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, «etland 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. 2019PermitRenewaIWncdear gov

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
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
136 .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7-
DComplete incineration according to 02 NCAC 52C .0102.
a a 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.
`'A"'® ' S',_fa-tz,A� 575-76 ioro Z/ ya xr �Zo:7-
a Q 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).
a D 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).
F1Mass 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.
Signature of Farm Owner/Manager Date
Signature of Technical Specialist Date

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: _ J 1� � � �,� CL S Title: d(>.y_0r
Signature: S'So Date:%
Name:
Signature:
Name:
Signature:
Title:
: Date:
Title:
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 0212019

Steven W. Troxler
Commissioner
SHELTON BATTS
BATTS, SHELTON
185 WAYCROSS ROAD
MAGNOLIA, NC 28453
Dear SHELTON BATTS:
4 G^
o � y
4 4
North Carolina Department of Agriculture
and Consumer Services
Veterinary Division
April 1, 2019
R. Douglas Meckes, DVM
State Veterinarian
RECI:fiG�01�i�r71✓iIR
19
;�i,�y2019
RegionalQ!�" §vlon
Regional Opeiragons SeC#ion
We are sending you two copies of a modified version of your original composter permit approval letter. This
modified approval letter includes a newly issued permit number that is replacing your National and State
Identification Numbers. You may keep a copy for your files, and forward the other copy to NCDEQ as
required with their new permit renewal application. If you have already forwarded the original letter to
NCDEQ, please forward this copy to use in its place.
Sincerely,
C
Michael J. Neault, DVM
Director of Animal Health Programs/Livestock

Steven W. Troxier North Carolina Department of Agriculture David T. Marshall, DVM
Commissioner and Consumer Services State Veterinarian
Veterinary Division
August 2, 2012
Shelton & Doris Batts Swine Farm 911 Address:
185 Waycross Road 1315 K Bryan Road aterquaht,
Magnolia, NC 28453 Magnolia, NC 28453 %0%i0p9r8tlona
910-289-3866 Sampson County won
Composting Permit # 12-8003
Dear Mr. & Mrs. Batts:
Pursuant to NCAC 52C.0102, your request to compost swine mortality on your premises at 1315 K Bryan
Road, Magnolia, NC in Sampson County is approved. Approval is granted under the following
conditions and stipulations:
l . All North Carolina solid waste, air, water quality, and other applicable regulations must be met in
siting and operation of the system
2. Only poultry or swine are to be processed in this facility; NO bovine, caprine, ovine or cervid
species shall be processed
3. Mortality to be processed shall originate only from the identified premises and the finished
product is used solely on agricultural operations owned, operated, or leased, by the pennitee
4. The final product of the process must be stored, treated and utilized in accordance with all federal,
state, and local laws, regulations, and permit requirements; the final product shall not be sold
5. Temperatures shall be within NRCS guidelines to reach a minimum of 131 degrees F within 5
days of filling the unit and remain at least at 131 degrees F for a minimum of 5 consecutive days
to maintain the composting process and reduce pathogen load
6. Dead animals are not to be removed from composting until all flesh, internal organs, and other soft
tissue are fully decomposed
7. The proposed facility shall have the following minimum setback requirements*:
0 100-foot buffer between all property lines and compost areas
a 100-foot buffer between all wells and compost areas, except for monitoring wells
• 50-foot buffer between perennial streams/rivers and compost areas
• 200-foot buffer between dwellings and compost areas as long as the facility is considered
a Small Type 3 facility (less than 1000 cubic yards material handled per quarter)**
8. A copy of the permit, plans, and operational reports shall be maintained on site and be available
upon request by NCDA&CS, Veterinary Division personnel
9. The facility and operational records shall be available for annual inspection by Veterinary
Division personnel and shall be sent to the Veterinary Division upon request
1030 Mail Service Center, Raleigh, North Carolina 27699-1030 a [phone]
An Equal Opportunity Affirmative Action Employer

10. Operational reports shall include temperature monitoring during initial facility start-up and follow-
up records that contain either 10 days/month or annual laboratory results of pathogen load testing
11. An application for a permit modification shall be required for changes in facility ownership, an
increase in facility capacity, or any other changes from the stipulations of this permit
12. The Veterinary Division must be immediately notified of any complicating issues involving
animal disease or environmental concerns
13. The State Veterinarian reserves the right to cancel this permit if a specific concern for controlling
animal disease arises, or if any of the aforementioned conditions are not met.
This document shall in no circumstances be interpreted as an endorsement of any specific manufacturer or
type of mortality management system by the State Veterinarian and the Office of the State Veterinarian
does not approve or disapprove the technical or performance standards for specific makes or designs of
equipment.
*Additional requirements and regulations will apply from DENR, Division of Solid Waste Management if
application for off -farm disposition of composted material is requested {see G.S. 130A-309.29 and 15A
NCAC 13B, Section .1400
**If greater than 1000 cubic yards of composted material is handled in the facility per quarter, a setback
from residences of 500 feet is required
Sincerely,
Dr. Tom Ray, DVM, PH
Director of Animal Health Programs/Livestock
cc: Dr. David Marshall, State Veterinarian
Dr. Sarah Mason, Director, AHP-Poultry
Dr. Betty Herring, Veterinary Medical Officer
Renee Leech - NRCS

ROY COOPER
ki0i' mdr
MICHAEL $. REGAN
S&rer ty
LINDA CULPEPPER.
mo Vt"
p
NORTH CAROLINA
Environmental Quality
February 27, 2019
Shelton Batts
D.M. Batts #1 - 5
185 Waycross Rd
Magnolia, NC 28453-9001
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
MAR 2 7 2019
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 httns-!IdN sc.eov/about/divisions/water-resources/water-duality-resiional-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 % our continued coverage under the State Non -Discharge General Permits. Non must submit an application for
permit coverage to the Division. Enclosed You will find a "Re uest for Certificate of Coverage Facilit Currently Covered b% an
Expiring State Non -Discharge General Permit." The application form must be completed, signed and returned by- April 3, 2019.
Please note that you must include one (1) com of the Certified Animal Waste Management Plan {CAWMPI with the
completed and s' ned application form. A list of items included in the CAWMP can be found on paee 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 4�_�
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Fayetteville Regional Office, Water Qualii% Regional Operations Section
Sampson County Soil and Water•=C'vnwrvation District
AFOG Section Central Files,- AWS820645
Mumhy-Brown LLC J
�ti NoW Zs-. raDepsarrertIE,t-zrmer.te q-a'ty I 'D"vsD ofVaterR=-s,_,szea
� 512 N, 5s sba.n, St. 11e33 h'e Sa% a Ce• te= I Ra _2 gr, ,1%3fe CM, 'ra 2769�ie3S

EA/EERGENC
Y ACTION .PLAN.
PHONE N�IBERS
DWQ 9ro - 3 SS_3So 0
'YMRGENCY M�NA''S
GE�I9E
SWCDZ'EM 9II
NRCS 9�0
• This plan will be implemented
overflowingm the event that wastes from
rc or
offs"e. You should not wait until Your operation are leakin
y°� ProPe�y to consider �
this does not happen, You have a Problem you shoo d make eveu��e
Peen. meters or leave
fazil.v The fodowinae e 1 c effort to ensure that
are J�Omection items you should take.
I. Stop the release of -wastes. Depending o
Suggested responses to some n the situatio
Possible problems are listed below ay or may not be possible.
A Lagoon overflow possible solutions are:
a. Add soil to berm to increase
b• PUMP waste to -fields at elevation of dam.
an acc,,ptable rate.
C. stOP all flows to the lagoon
d. Call a pumping contractor.` ediately.
e• Make sure no surface water is entering lagoon.
B. Runofi'frorn waste application field -actions include:
a- Ir'•mediately stop w
b• Create a tempo � rite aPPbcarion.
b Create
orate aY diversion to contain waste.
Incorporate Waste to reduce runoff:
d. Evaluate and eliminate
e. Evaluate the a bnunate the reason that caused the runoff
application rates for the fields where runoff Occurred.
C. Lea,1caoe from the waste pipes and sprinkrzrs-a ctIon Include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves toeliminate further discharge.
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 no siphon occurs.
d. Stop an flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Le akage from base or sidewall of lagoon. Often this is seepage as opposed to flowing
leaks possible action: owing
a, Dig a small well or ditch to catch all seepage, put in a submersible pump, and um
back to lagoon. pump
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. ApproximateIy how much was released and for what duration?
c. Any damage noted, "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?
9. Are potable water wells in danger (either on or OF,, of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, Phone y�`�-3�5-3, cc,Q (Division of Water Quality) regional office,
After call your DW
hours, emergency number: `7/ f-933—,j9e,� your phone call
should include: your name, facility, 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 t
seriousness of the situation:
b. If spill leaves property or enters surface waters, call local EMS Phone number 911.
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number y�c - �5i _ a;y�
Contact
-E , --�� �, 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 SheriiTs Department and explain your roblem to
them and ask that person to contact the proper agencies for you. p

S. Contact the cont(.or ofyour choice to begin repair of problem to minimize off -site
0-1-0 w ,&, -+ , i i rl : damage,
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (MRCS, Consulting Engineer, etc.)
a. Name: T ,., (1 _ n
b. Phone:
t0-
r
r0 ='S 90-5-)
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage� reps the system, and reassess the waste management plan to keep problems with
release of wastes from happening again.

OPERATION AND MAINTENANCE pLA'N SHEET 1 OF 2
---Y------------------ /-5-
This lagoon is designed for waste treatment (permanent
180 days of temporary Storage.
fluid level g The time requiredfor°thee) and
due to site conditions and temporary storage) g ) to be reached may
of fresh water added to the her, flushing operations Y vary
and the amount
The designed temporary storage consists of
(1) waste from animals and 180 days storage
included is storage for and
(2) excess rainfall after evaporation.
The volume of waste Year - 24 hour storm fed froor the locationlso
fairly constant throughouttthe ye- a given number of animals will be
rainfall will vary Year and from year to
be a factor to consider inaantannual. The 25 Year, but excess
year rainfall will not
volume must always be available. Pumping cycle, but this storage
A maximum elevation is determined in each design to
Pumping and this is usually the begin
building(s). If the usually Outlet invert of
from
begin p p• pipe is not installed atpthe)elevation to
is elevation
togindicateng, a Permanent marker must be installed
at to in Pumping should begin. An elevation must hbe established
P Pumping to maintain lagoon treatment depth.
Pumping can be started or stoppedd
elevations for operating convenience asysiteeconditio betweenthese two
weather, soils, crop, and equipment in order to a
runoff or ions permit, such as
leaching. PPlY waste without
Land application of waste water is recognized as an
method of disposal. Methods of a acceptable
center application include solid set,
taken when applying guns, and traveling gun irrigation. Care should be
prevent damage to crops.
The following items are to be carried out:
1• It is strongly -recommended that the treatment lagoon
charged to 1/2 its capacity to
started pre -char in prevent excessive odors duringre-
waste ep. the g g reduces the concentration of the initial
covered with effluent gatnall etimesreby reWhen ng Odors.
flush buildings with recycled lagoon liquid Solids should be
be used for flushingprecharging is complete,
after initial filling. Fresh water should not
2. The attached waste utilization plan shall be followed.
Plan recommends sampling and testing of waste
before land application. (see attachment)
is
3. Begin temporary storage reaches the elevation g pump -Out Of the lagoon when fluid level
out when the fluid level49.3 as
ssmarked by
Outstorage, Y Permanent marker. Stop less 25 yr- 24 hr storm 45.3 . This temporaryumP-
1201455 gallons. , contains 160622 cubic feet or

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 10o 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.

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 rotes 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

Mortality Management Methods
(check which method(s) are being implemented)
�J Burial three feet beneath die surface of the ground within 24 hours after
knowled4e of the death. The burial must be at least 300 feet from an,,, flowin!
stream or public body of water.
Rende:inL, at a rendering plant licensed undo: G.S. 106-163.7
Complete incineration
- In the case of dead poultry only, piacing in a disposal pit of a size and design
approved by the Department of Arriculturc
J Anv 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 of the State Vcterinarian must be
attached)
Insect Control Checklist for Animal Operations
Sun -cc Cuusc 111ti11's to Control lusecls Site SpueiGe Practicus
U1111id Syslraus
;It cutters Accunutlalion of solids O l"lush system is desiyued and oleruled
sufficiently to remove accuutttlated solids front
gulters its designed.
© ltuuove Widbing of accumulated solids id
;nuns :uul tits Crnsiod Solids Maintain lagoons, sculint; basins and pits where
lust hrceding is apparent to minimize the
crusting of solids to it eleplit of no more trtan 6 -
dl inches over wor` lh:m 30% of surface.
ussiVe Vegetative
will
Maintain veycWlive control aloud; hanks of
higoons will other impoundmculs to prevent
accumulalion of tict lying vt:yclulive (natter
along waters cdl;c on impoundment's perimcler.

Swine farm Waste Management Odor Control Checklist
Source cause r1NIPS to Minimize Will. Site S )ccific I'raclires
FaII dead Swine produclioll Vegetative. or wooded hufl'crs;
Recommended fled managenlcnl praclices;
Good judgment and common sense
Animal body surfaccs Dirty nmanure-covered animals l)ry 11oors
Flour :.lu Glees
hl.unu'c culleeliuu pill
Venlilalion eNh;nlsl I;uls
• wel ulannro-eovered floors
• Urine;
• 11.11lial Microbial decomposition
• VnL•Ilile gases;
Slolled floors;
KWalcrers localed over slowed floors;
Cl Feeders 111 high end of solid Iluols;
Cl Scrape manure buildup fi-om floors;
0 Underfloor vemilalion for drying
0 I�rcrlucul Inanure removal by flush, pil recharge,
or scrape;
0 Undcrlloor venlilation
Fall Ilia itIlellalice;
l)IIA
( r{�r.
lif llclelll air lllovelllclll
IIII luor Stl►faces
l)IISI
fj�
W;Islltlo%vll Ilellveell grollps of alllllials; --
f-1
I cell adclilives;
-.p:
Feeder covers;
Cl
Feed delivery dw orlspoul extenders h► feeder
covers
Ilusll tanks
0 Ag;ilalion ofrecycled lagc►oll
fl
Flush tank covers;
liquid while links are filling
f-1
Blend fill line; to near hollom ul'lcull.s lvilh
.111ll-siplioll vents
I lush :116 ys0
Agil;,lion during; waslecvalcr
f l
Underfloor flush will) tlnderl111ol velllilaliun —
(:unvcyaucc
I'll ledul•g a pllillu
Agilalion ofrecycled lagooll
CI
I:xlCllll lucharge lines 11) heal' holl11l11 111,ells ------ — --
lillnid while Ails are filling;
With anli-siphon vents
Lill slatiuns
Ag;ilalion dnriug sump hulk
CI
Sunlp lank covers -�----�--------------� - ----- ---
filling; and drawdown
l)ulside ►hairs collecliun
Agilalion during; wastmater
CI
Box covers
ur jllncliun buries
cunveyance
Ahlf rf; - November 11, 1776, Page 3

11M1 s lu II'linimil.e Odor _ Silr-titer spi—tic .. _ ..__._...
.r111S1.' ' • l'I':It'lll'l'S
I--nd of drainpipes ;al Agitalion during; wastewater ❑ Extend discharge point ofinpes undcrllcalla
lagoon canvey;ulcc lagoon liquid level
Lagoon curl:aces 0 Volatile gas emissions; Proper lagoon liquid cap;acily;
• biological mixing; Correct lagooa siarlup procedures;
• Agilalion
Minimum surface area-lo-voluu►e ratio;
. Mininnun agitation when.pumping;
Cl Mechanical aeration;
_ CI Proven biological additives
hrig;uiun sprinUcr I ligh pressure aghalion; hrigalt: on dry days with little or Ill) wind;
nozzles 0 Wind drill
Minimum recommended operaling; plessure;
Pump intake near lagoon liquid surface;
g=1 Pump Cram second-rlage lagoon
Xlnaage lank ur lruin a Paaual uucrabial decom►s uili
f on Cl Ifollonl or midlevel loading;
surface Mixing; while filling;
• Q 'fink elvers;
• Agitation whcu emptying Cl Imsin surface mats of solids;
f7 Proven biological additives nr oxidants
Settling l►;Isin surface Partial nait:romid decomposition; CI lixlend dr;lillpipe oullcis underneath Iignid
level;
Mixing; while filling;
-,
Agilmion wllewemplying
I-1
.Remove settled solids regularly
Manure, slurry or sludge .
Agilalion evheu spreading;
Ci ` Sail injection ofshgry/sludges;
gmc;uler onticts
Volatile gas emissions
Cl
Wash residual nuuuu'e from spreader after Ilse;
Volatile
n
Provell biological :Itltlilives oa• o„idanls
_
Ilncovercd uruinrc,
;Inrry or sludge on field
gas cuaissious while
drying
f7
Soil injection ol'sfulry/slutlgcs
m fiaces
r]
sail incorpm-alion within .11; III's.;
11 Spread in Ihin unili►rna layers (in• r;Iglid drying;
l:1 I'raven biological additives or oxidants
)call ;nlimals Carcass decomposilioll Proper disposition ofcarcasses
)cad ;uaivaal disposal
ils
ocuat:I; lms
C;►n:ass dt:crnnpusilit'la • C] Curuplele cuvt:riug of i:;ucassts in burial Ails;
n Proper localion/conslrllclion oftlispos;Il pits
• Incomplete cuuabnsliort n ';t:cond;ary Sind burners
+BMOC: - November 11, 1996. 1 aCt: I

Source - - - — Cause 11M1's fo Minimize Odur i- - -- --- f Silc Spce ilic Practices
;landing Watcr around • Improper drainage; Gradc and landscape: such that water drains F
i,cilities & Microbial decomposition of away From facilities
organic mauer
,laaure tracked onto - Poorly mainlaiued access roads — Furtn access road mainlet►auce
uhlic roads Bout farm
ccess
,dditional-Information :
Available From :
►vice 1`-fanttre Management ; 0200 JiulefBMl' Packet Y �4
NCSI1, County Iixicusion Cenlcr
wiuc Production Farur Potential Odor Sources and Remedies ; HBAE fact Shect
NCSU - RAI:
wine Production facility Manure Management: Pit Recllarge - Lagoon Treatment ; EBAI? 128-88
NCSU - 13Ati
wine Production Facility Manure Managwimit: Underfloor flush - Lagoon Treatment ; EBAH 129-88
NCSW - IIAIi
agoun Design and Manageuicnt for Livestock Manurc Treatment and Storage ; EIIAH 103-83
NCSIJ - BA li
alil►ration of Manure and Wasicwaler Application Equipment ; CgAE fact Sltect
NCSIJ - IIAIi
outrulliug Odors from Swine Buildings ; 11111-33
NCSIJ - Swine Extension
nvironmenial Assurance Program ; N1111C Manual
NC Pork Producers Assoc
ptiuns for Managing Odor; a report from the Swine Odor Task Force
NCSIJ Agri COMM Uaicatinns
uis:ntce Concerns in Animal-Manurc Management: Odors and Flies; PRO107,.1995 Conference Proceedings
Florida Cooperative Iixlension
C!, car
f.;
C)
r"
r
e
Nl()(: - November 11, 1996, Page 5

gam,
erator: helton.,Batts 1 County: Sampson Date: 07/13/93
stance to nearest residence (other than owner): 2600.0 feet
STEADY STATE LIVE WEIGHT
0
sows
(farrow to finish)
x
1417
lbs.
= 0
lbs
0
sows
(farrow to feeder)
x
522
lbs.
= 0
lbs
2880
head
(finishing only)
x
135
lbs.
= 388800
lbs
0
sows
(farrow to wean)
x
433
lbs.
= 0
lbs
0
head
(wean to feeder)
x
30
lbs.
= 0
lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 388800 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 388800 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. ' SSLW= 1 CF/lb. SSLW
Volume = 388800 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGN VOLUME
Inside top length 325.0 feet ; Inside top width 200.0 feet
Top of dike at elevation 51.0 feet
Freeboard 1.0 feet ; Side slopes 3.0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 50.0 feet
Bottom of lagoon elevation 37.0 feet
Seasonal high water table elevation 45.0 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 319.0 194.0 13.00
AREA OF TOP
LENGTH * WIDTH =
319.0 194.0
AREA OF BOTTOM
LENGTH * WIDTH =
241.0 116.0
61886 (AREA OF TOP)
27956 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
280.0 155.0 173600 (AREA OF MIDSECTION * 4)
CU. FT. _ (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM]
61886.0 173600.0 27956.0
a
DEPTH/6
2.2

VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL =
TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
325.0 200.0 65000.0 square feet
Buildings (roof and lot,water)
Length * Width =
0.0 0.0 0.0 square feet
570791 CU. FT.
TOTAL DA 65000.0 square feet
Design temporary storage period to be 180 days.
�. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 388800 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 95178 cubic feet
3. 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 *
Volume = 0.0 cubic feet
180 days storage/7.48 gallons
per CF
C. 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 = 37916.7 cubic feet

). Volume of 25 year - 24 hour storm
Volume = 7.5 inches_) 12 inches per foot * DA
Volume = 40625.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 95178 cubic feet
5B. 0 cubic feet
5C. 37917 cubic feet
5D. 40625 cubic feet
TOTAL 173720 cubic feet
SUMMARY
Total required volume 562520 cubic feet
Total design volume avail. 570791 cubic feet
Min. req. treatment volume plus sludge accumulation 388800 cubic fe
At elevv. 46.8 feet ; Volume is 388122 cubic feet (end pumping)
Total design volume less.25yr-24hr storm is 530166 cubic feet
At elev. 49.3 feet ; Volume ds 528221 cubic feet (start pumping)
Seasonal high water table elevation 45.0 feet
DESIGNED BY: APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN

W9G
erator:Shel on/Batts 2 County: Sampson Date: 07/13/93
5/
stance to nearest residence (other than owner): 2600.0 feet
STEADY STATE LIVE WEIGHT
0
sows (farrow to finish) x
1417
lbs. =
0
lbs
0
sows (farrow to feeder) x
522
lbs. =
0
lbs
2880
head (finishing only) x
135
lbs. =
388800
lbs
0
sows (farrow to wean) x
433
lbs. =
0
lbs
0
head (wean to feeder) x
30
lbs. =
0
lbs
TOTAL STEADY STATE LIVE
WEIGHT
(SSLW) =
388800
lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 388800 lbs. SSLW x Treatment Volume(CF)/lb.
SSLW
Treatment Volume(CF)/lb. SSLW=
1 CF/lb. SSLW
Volume = 388800 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGN VOLUME
Inside top length 283.0 feet ; Inside top width 227.0 feet
Top of dike at elevation 47.0 feet
Freeboard 1.0 feet ; Side slopes 3.0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 46.0 feet
Bottom of lagoon elevation 33.0 feet
Seasonal high water table elevation 41.0 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 277.0 221.0 13.00
AREA OF TOP
LENGTH * WIDTH =
277.0 221.0 61217 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
199.0 143.0 28457 (AREA OF BOTTQ
AREA OF MIDSECTION
LENGTH * WIDTH * 4
238.0 182.0 173264 (AREA OF MIDSECTION * 4)
CU. FT. = (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
61217.0 173264.0 28457.0 2.2

VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 569699 CU. FT.
TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
283.0 227.0 64241.0 square feet
Buildings (roof and lot Water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 64241.0 square feet
Design temporary storage period to be 180 days.
Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 388800 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 95178 cubic feet
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 *
Volume = 0.0 cubic feet
180 days storage/7.48 gallons
per CF
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 = 37473.9 cubic feet

Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 40150.6 cubic,feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 95178 cubic feet
5B. 0 cubic feet
5C. 37474 cubic feet
5D. 40151 cubic feet
TOTAL 172803 cubic feet
F40)0u
Total required volume 561603 cubic feet
Total design volume avail. 569699 cubic feet
Min. req. treatment volume plus sludge accumulation 388800 cubic fe
At elev. 42.8 feet ; Volume is 388710 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 529548 cubic feet
At elev. 45.3 feet ; Volume is 527575 cubic feet (start pumping)
Season high water table elevation 41.0 feet
DESIGNED BY:/Z"", — APPROVED BY
DATE,- i' DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN

Operator:DM Batts -�- -.l
County:
Sampson
Distance to nearest residence (other
than owner):
1. AVERAGE LIVE WEIGHT
(ALW)
0 sows (farrow to
finish)
x
1417
lbs.
0 sows (farrow to
feeder)
x
522
lbs.
3200 head (finishing
only)
x
135
lbs.
0 sows (farrow to
wean)
x
433
lbs.
0 head (wean to feeder)
x
30
lbs.
Describe other
Date: 08/01/94
1500.0 feet
= 0
lbs
= 0
lbs
= 432000
lbs
= 0
lbs
= 0
lbs
• 0
Total Average Live Weight = 432000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 432000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 432000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet /[P4z-dz,e -10to
4. TOTAL DESIGNED VOLUME
Inside top length (feet) -------------------- 450.0
Inside top width (feet)---------------------- 210.0
Top of dike elevation (feet)----------------- 51.0
Bottom of lagoon elevation (feet)------------ 41.0
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 3.0 444.0 204.0 9.0
AREA OF TOP
LENGTH * WIDTH =
444.0 204.0 90576 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
390.0 150.0 58500 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
417.0 177.0 295236 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
90576.0 295236.0 58500.0 1.

Total Designed Volume Available = 666468 CU. FT.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
450.0 210.0 94500.0 square feet
Buildings (roof and lot water)
0.0 square feet
Describe this area.
TOTAL DA 94500.0 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 = 432000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 789120 gals. or 105497.3 cubic feet
5B. 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 recirculatf
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
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 inch -es --per
foot
Volume = 55125.0 cubic feet
-

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 59062.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
105497
cubic
feet
5B.
0
cubic
feet
5C.
55125
cubic
feet
5D.
59063
cubic
feet
TOTAL 219685 cubic feet
6. SUMMARY
Temporary storage period____________________>
180
Rainfall in excess of evaporation=====______>
7.0
25 year - 24 hour rainfall__________________>
7.5
Freeboard___________________________________>
1.0
Side slopes_________________________________>
3.0
Inside top length___________________________>
450.0
Inside top width__________________________=_>
210.0
Top of dike elevation=====__________________>
51.0
Bottom of lagoon elevation__________________>
41.0
Total required volume_______________________>
651685
Actual design volume________________________>
666468
Seasonal high watertable elevation (SHWT)===>
45.0
Stop pumping elev.====----------------------
47.3
Must be > or = to the SHWT elev.====______>
45.0
Must be > or = to mina req. treatment el.=>
47.0
Required minimum treatment volume=====______>
432000
Volume at stop pumping elevation=====_______>
435848
Start pumping elev.__ ______________________>
49.3
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
607406
Volume at start pumping elevation=====_____=>
604013
Required volume to be pumped________________>
160622
Actual volume planned to be pumped=====_____>
168165
days
inches
inches
f eet
1'
f eet
f eet
f eet
feet
cu. ft.
cu. ft.
feet
f eet
f eet
f eet
cu. ft.
cu. ft.
f eet
CU. ft.
cu. ft.
cu. ft.
cu. ft.

Min. thickness of soil liner when required==>
7. DESIGNED BY:,- APPROVED BY:
DATE: 2 DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:rat,
,,:�!
4 c bszrv� o
1.5 feet
ay�;.s:¢ta:aan.
Sao. (• �, '�
�yFa •4Fanceo•�, rf�� .
• c�� l4
O

Operator : DM Batts III rnilnt_v: Sampson n +o _ M2 11 n f 0 A
Distance to nearest residence (other than owner): 1500.0 feet
1.
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 sows (farrow to feeder)
3200 head (finishing only)
0 sows (farrow to wean)
0 head (wean to feeder)
Describe other
x 1417
lbs.
= 0
lbs
x 522
lbs.
= 0
lbs
x 135
lbs.
= 432000
lbs
x 433
lbs. --
0
lbs
x 30
lbs.
= 0
lbs
0
Total Average Live Weight = 432000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 432000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 432000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet O&INar- Aa Y&WOaO sraAl��
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 375.0
Inside top width (feet) --------------- ------ 245.0
Top of dike elevation (feet)----------------- 55.0
Bottom of lagoon elevation (feet)------------ 45.0
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
369.0
239.0
9.0
AREA OF TOP
LENGTH * WIDTH =
369.0 239.0
88191
(AREA OF
TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
315.0 185.0
58275
(AREA OF
BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH *
4
342.0 212.0
290016
(AREA OF
MIDSECTION *
4)
CU . FT. _ ( AREA_ TOP.
+ ( 4.*AREA.... MIDSECTION) _ + AREA BOTTOM]
* DEPTH/ 6
88191.0
290016.0
58275.0
1.

Total Designed Volume Available = 654723 CU. FT.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
375.0 245.0 91875.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 91875.0 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 = 432000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 789120 gals. or 105497.3 cubic feet
5B, 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 recirculat
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day *
Volume = 0.0 cubic feet
180 days storage/7.48 gallons
per CF
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 = 53593.8 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 57421.9 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
105497
cubic
feet
5B.
0
cubic
feet
5C.
53594
cubic
feet
5D.
57422
cubic
feet
TOTAL 216513 cubic feet
6. SUMMARY
Temporary storage period____________________>
180
Rainfall in excess of evaporation=====______>
7.0
25 year - 24 hour rainfall__________________>
7.5
Freeboard____________________ _______________>
1.0
Side slopes_________________________________>
3.0
Inside top length___________________________>
375.0
Inside top width____________________________>
245.0
Top of dike elevation_______________________>
55.0
Bottom of lagoon elevation__________________>
45.0
Total required volume_______________________>
648513
Actual design volume________________________>
654723
Seasonal high watertable elevation (SHWT)===>
46.0
Stop pumping elev.__________________________>
51.4
Must be > or = to the SHWT elev.====______>
46.0
Must be > or = to min.'req. treatment el.=>
51.0
Required minimum treatment volume=====______>
432000
Volume at stop pumping elevation=====_______>
437546
Start pumping elev.==_______________________>
53.3
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
597301
Volume at start pumping elevation=====______>
593879
Required volume to be pumped________________>
159091
Actual volume planned to be pumped=====_____>
156333
days
inches
inches
feet
1'
f eet
f eet
f eet
f eet
cu. ft.
cu. ft.
feet
f eet
feet
f eet
cu. ft.
cu. ft.
f eet
cu. ft.
cu. ft.
cu. ft.
cu. ft.

Min. thickness of soil liner when required==>
7. DESIGNED BY: APPROVED BY:
DATE: /O - %¢ DATE: ve
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
OPERATION AND MAINTENANCE PLAN
------------------------------
r�
o 164l 5) 46
`0
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 consider in an annual 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-rec-ommended 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 53.3 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 51.4 . This temporary
storage, less 25 yr- 24 hr storm, contains 159091 cubic feet or
1190001 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.

Operator:DM Batts Site 4 County: Sampson Date: 01/08/96
14506// 314,,se-S
Distance to nearest residence (other than owner): 2500.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0
sows
(farrow to
finish)
x 1417
lbs.
= 0
lbs
0
sows
(farrow to
feeder)
x 522
lbs.
= 0
lbs
2400
head
(finishing
only)
x 135
lbs.
= 324000
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 = 324000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 324000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 324000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Vo lume = 0.0 cubic f eet *a .5:1,4e Sfcrz�we, s�T ,r� / ,, R,-que-s-I
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 280.0
Inside top width (feet)---------------------- 205.0
Top of dike elevation (feet)----------------- 38.0
Bottom of lagoon elevation (feet)------------ 23.5
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 3.0 274.0 199.0 13.5
AREA OF TOP
LENGTH * WIDTH =
274.0 199.0 54526 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
193.0 118.0 22774 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
233.5 158.5 148039 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/E
54526.0 148039.0 22774.0 2.
Total Designed Volume Available = 507013 CU. FT.

5. TEMPORARY STORAGE. REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
280.0 205.0 57400.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 57400.0 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 = 324000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 591840 gals. or 79123.0 cubic feet
5B. 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 recirculat
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallonE
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfallrin 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 = 33483.3 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 35875.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
79123
cubic
feet
5B.
0
cubic
feet
5C.
33483
cubic
feet
5D.
35875
cubic
feet
TOTAL 148481 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 : l
Inside top length___________________________>
280.0 feet
Inside top width====________________________>
205.0 feet
Top of dike elevation_______________________>
38.0 feet
Bottom of lagoon elevation__________________>
23.5 feet
Total required volume_______________________>
472481 cu. ft.
Actual design volume=_______________________>
507013 cu. ft.
Seasonal high watertable elevation (SHWT)===>
33.0 feet
Stop pumping elev.__________________________>
33.3 feet
Must be > or = to the SHWT elev.====______>
33.0 feet
Must be > or = to min. req. treatment el.=>
29.5 feet
Required minimum treatment volume=====______>
324000 Cu. ft.
Volume at stop pumping e.levation=====_______>
324085 cu. ft.
Start pumping elev._________________________>
36.3 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
471138 cu. ft.
Volume at start pumping elevation=====______>
469536 cu. ft.
Required volume to be pumped________________>
112606 cu. ft.
Actual volume planned to be pumped=====_____>
145451 cu. ft.
Min. thickness of soil liner when required==>
2.1 feet
M
*

7. DESIGNED B N�_,J APPROVED BY:
s'
DATE: DATE: (rA
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: ,i ad- L-4 s&-, c. r� /�, ��� - s ,rr r Ada , li;l poll
1�9
*Note: Engineering approval is for minimum design standards
and is based on pre -construction site and soils investigations.
Technical specialist shall verify soils during construction, coNsvc.r
with Engineer on any required modifications, and perform final
as -built certification. Technical specialist is responsible
for excavation calculations and nutrient management plan.
Technical specialist to verify with owner/operator (1) all
applicable setback distances, and (2) excavation of known
tile drains in construction area before sitework begins.

Operator:DM Batts Site 4 County: Sampson Date: 01/08/96
G -'n -j-A, Z -- S7Ap"5 E-3
Distance to nearest residence (other than owner): 2500.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0
sows
(farrow to
finish)
x
1417
lbs.
= 0
lbs
0
sows
(farrow to
feeder)
x
522
lbs.
= 0
lbs
4000
head
(finishing
only)
x
135
lbs.
= 540000
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 = 540000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 540000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 540000 cubid feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = -0.0 cubic feet A/o
4. TOTAL DESIGNED VOLUME J
Inside top length (feet) ---------------------- 630.0
Inside top width (feet)---------------------- 160.0
Top of dike elevation (feet)----------------- 36.5
Bottom of lagoon elevation (feet)------------ 24.0
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 3.0
Total design volume using prismoidal formula
1
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 624.0 154.0 11.5
AREA OF TOP
LENGTH * WIDTH =
624.0 154.0
AREA OF BOTTOM
LENGTH * WIDTH =
555.0 85.0
96096 (AREA OF TOP)
47175 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
589.5 119.5 281781 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/E
96096.0 281781.0 47175.0 1.
Total Designed Volume Available = 814683 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
630.0 160.0 100800.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 100800.0 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 = 540000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 986400 gals. or 131871.7 cubic feet
5B. 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 recirculat
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallon:
Volume = 0.0 cubic feet per CF
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 = 58800.0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 63000.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
131872
cubic
feet
5B.
0
cubic
feet
5C.
58800
cubic
feet
5D.
63000
cubic
feet
TOTAL 253672 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___________________________>
630.0 feet
Inside top width____________________________>
160.0 feet
Top of dike elevation_______________________>
36.5 feet
Bottom of lagoon elevation__________________>
24.0 feet
Total required volume_______________________>
793672 cu. ft.
Actual design volume________________________>
814683 cu. ft.
Seasonal high watertable elevation (SHWT)===>
26.0 feet
Stop pumping elev.__________________________>
32.5 feet
Must be > or = to the SHWT elev.====______>
26.0 feet
Must be > or = to min. req. treatment el.=>
30.0 feet
Required minimum treatment volume=====______>
540000 cu. ft.
Volume at stop pumping elevation=====_______>
547077 cu. ft.
Start pumping elev.=== ---------------- ______>
34.8 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
751683 cu. ft.
Volume at start pumping elevation=====______>
748555 cu. ft.
Required volume to.be pumped________________>
190672 cu. ft.
Actual volume planned to be pumped=====_____>
201478 cu. ft.
Min. thickness of soil liner when required==>
1.8 feet

7. DESIGNED BY: APPROVED BY:
DATE DATE:006
NOTE: SEE ATTACHED WASTE UTILIZATrION PLAN
COMMENTS: : S,-L`�
11% E AR04', i`,
SSlpy '�� �•�
1 41
0
RV
*Note: Engineering approval is for minimum design standards
and is based on pre -construction site and soils investigations.
Technical specialist shall verify soils during construction, coNs04-f
with Engineer on any required modifications, and perform final
as -built certification. Technical specialist is'responsible
for excavation calculations and nutrient management plan.
Technical specialist to verify with owner/operator (1) all
applicable setback distances, and (2) excavation of known
tile drains in construction area before sitework begins.

Murphy -Brown, LLC 11/15/2016 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s):
Farm Name:
Shelton Batts
D.M. Batts 1-5; AWS820645
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish 18560
Gilts
Boars
Storage Structure:
Storage Period:
Peon Method:
Anaerobic Lagoon
>180 days
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water andforgrouridwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields 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. Annual soil tests are strongly 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 environmentally safe manner.
1. 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.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWR regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1of11

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same -
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility_ In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements flor compliance with ISANCAC
2H .0217 adopted by the Environmental Management Commission_
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft?, tons, etc.):
Caeacity T E Waste Produced r Animal Total
Farrow to Wean
3203 galtyr
galtyr
Farrow to Feeder
3861 galtyr
galtyr
Farrow to Finish
10478 galtyr
galtyr
Wean to Feeder
191 galtyr
galtyr
Wean to Finish
776 galtyr
galtyr
18561 Feeder to Finish
927 galtyr
17,205,120 gal/yr
Gilts
1015 galtyr
galtyr
Boars
2959 galtyr
galtyr
Total 17,205.120 galtyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
.Capacity Type Nitr2gen Produced per Animal Total
Farrow to Wean
3.84 Ibs/yr
Ibs/yr
Farrow to Feeder
6.95 Ibs/yr
Ibs/yr
Farrow to Finish
18.86 lbstyr
lbstyr
Wean to Feeder
0.34 lbstyr
lbstyr
Wean to Finish
1.4 lbstyr
lbstyr
18560
Feeder to Finish
1.67 lbstyr
30,995 Ibs/yr
Gilts
1.83 lbstyr
lbstyr
Boars
5.33 Ibs/yr
lbstyr
Total 30,995 Ibs/yr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utriization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 202.87
Total N Required 1st Year: 31584.60
Total N Required 2nd Year: 34532.70
Average Annual Nitrogen Requirement of Crops: 33,058.65
Total Nitrogen Produced by Farm: 30,995.20
Nitrogen Balance for Crops: (2,063.45)
The following table describes the specifications of the hydrants and fields that contain thecrops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2of11

Reception Area Specifications Establishment Year for Giant Miscanthus-201a
Tract Field Irrigated Sail 1st Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total The N
Pull Acreage Type Code Apply Yield Ibs N/Unit Realdual /Ac Utilized
2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total The N
Code Apply Yield I N/Unit Residual /Ac Utilized
Total
Lbs N/Ac
Total Ibs N
Utilized
8577
1
2.20
BOB
C
Mar -Set
4.40
48.18
212.00
466.40
L
Sopt-API,
1
50
50.00
110,00
202.00
576.40
8577
2
0.33
BOB
C
Mar -Sept
4.40
48.18
212.00
175.98
L
Sept -Apr
1
60
60.00
41.60
282.00
217.46
8577
3
1.10
BOB
C;
Mar -Set
4.40
48.18
212.00
233.20
L
Se t-A r
1
50
50.00
55.00
262.00
2B8.20
8577
7
0.19
BOB
C
Mar -Set
4.40
48.18
212.00
1312.28
L
Se -A r
1
50
50.00
309.50
262,00
1621.78
8577
8
6.51
AuA
C
Mar -Sept
5.50
4909
270.00
1487.67
L
Sept -Apr
1
50
50.00
275.50
320.00
1763.17
8577
0
4.59
AuA
C
Mar -Set
5.50
49.09
270.00
1239.28
L
Sept -Apr
1
50
50.00
229.50
320.00
1468.78
8576
to
4.96
AuA
C
Mar -Set
5.50
0,09
270.00
1339.18
L
Sept -Apr
1
5o
60.00
248.00
320.00
1587.18
8578
11
6.17
AuA
C
I Mar -Set
6.60
49.00
270.00
1665.87
L
Sept -Apr
1
50
60.00
308.60
320.00
1974,37
8577
20
2.42
BOB
C
Mar -Set
4.40
48 18
212.00
513.04
L
Sept -Apr
1
50
60.00
121.00
262.00
634.04
8577
21
4.96
BOB
C
Mar -Set
4.40
48 18
212.00
1051.52
L
SeRLAg
1
50
60.00
248.00
282.00
1299.82
8577
21A
8.18
BOB
C
Mar -Set
4.40
46 18
212.00
1734.17
L
Se t-Apr
1
5D
50.00
409.00
282.00
2143.17
8577
22
3.58
BOB
C
Mar -Set
4.40
4818
212.00
768.96
L
Sept -Apr:
1
50
50.00
179.00
282.00
937.96
8577
22A
4.95
BOB
C
Mar -Set
4AD
48.18
1 212.00
1049.40
L
Sept -Apr
1
50
50.Q0
247.50
262.00
1296.90
8577
23
5.23
1 BOB
C
Mar -Set
4,40
1 48.18
212.OD
1108.76
L
Sept -Apr
1
50
50.00
261.50
262.00
1370.26
8577
24
4.13
1 BOB
C
I Mar -Set
4,40
1 4B.16
212.00
875.56
L
Sept -Apr
1
so
1 80.00
208.60
262,00
1082.06
8577
25
2.42
BOB
C
Mar -Sept
4,40
1 48.18
212.00
513.04
L
Se t-A r
1
50
50.00
121.00
282,00
034.04
8577
1A
6.61
BO
C
Mar -Set
4.40
48.18
212.00
1401.33
L
Sept -Apr
1
50
$0.00
330.50
262,00
1731.83
8577
2A
6.61
BOB
C
Mar -Set
4,40
48.18
212.00
1401.33
L
Sept -Apr
1
50
50.00
330.50
262.00
1731.83
8577
3A
6.61
BOB
G
Mar -Set
4.40
48.18
212.00
1401.33
L
Se t-A r
1
50
50.00
330.60
262.00
1731.83
8577
4A
6.08
BOB
C
Mar -Set
4.40
48.10
212.00
1284.72
L
Sept -Apr
1
50
50.00
303.00
262.00
1587.72
8577
5A
6.61
BOB
C
Mar -Set
4.40
48.16
212.00
1401.33
L
Sept -Apr
1
50
50.00
330.50
262.00
1731.83
8577
GA
4.68
110E
C
Mar -Sat
4.40
48.18
212.00
992.16
L
Sa t-A r
1
5o
50.00
234,00
282.00
1226.16
8577
4
3.03
BOB
GM
Mar -Set
1.00 1
30.00
30.00
90.90
O.OD
0.00
30.00
90.90
8577
5
4.41
AuA
GM
I Mar -Set
1,00 1
30.00
30.00
132,30
0.00
0,00
30.00
132.30
8577
6
4.08
AuA
GM
Mar -Set
1.00 1
30.00
30.00
122.40
0.00
0,o0
30.00
122.40
8577
7A
5.70
AuA
GM
Mar -Set
1.00 1
30.00
30.00
171.00
0.00
0.00
30.00
171,00
8577
8A
5.34
AuA
GM
Mar -Sept
1.00 1
30.00
30.00
160.20
1
0.00
0.00
30.00
160,20
8577
9A
5,62
AuA
GM
Mar -Set
1.00
1 30.00
30.00
168.60
0.00
0.00
30.00
168.60
8578
10A
6.90
AuA
GM
Mar -Set
1,00
1 30.00
30.00
177.00
'
0.00
0.00
30.00
177.00
8578
11A
5.79
AuA
GM
Mar -Set
1.00
1 30,00
30.00
173.70
0.00
0,00 1
30.00
173.70
8578
12
6.17
AuA
GM
Mar -Set
1.00 j
30.00
30.00
185.10
0.00
0.00 1
30.00
185.10
8578
12A
5.51
AuA
GM
Mar -Set
1,00
30.00
30.00
165.30
0.00
0.00 1
30.00
165.30
8578
13
0.17
BOB
GM
Mar -Set
1.00
3000
30.00
185.10
0.00
0.00
30.00
185,10
8578
13A
5.51
BOB
GM
Mar -Set
1.00
30.00
30.00
165.30
'
0,00
0.00
30.00
165.30
8578
14
6.17
BOB
GM
I Mar -Set
1.00
3000
30.00
185.10
0.00
0.00
30.00
186.10
8578
14A
2.20
BOB
GM
Mar -Set
1.00
30.00
30.00
68.00
0.00
0.00
30.00
68.00
8578
15
2.81
BOB
GM
Mar -Set
1.00
30.OD
30.00
84.30
0.00
0.00
30.00
1 84.30
8578
15A
0.57
BOB
GM
Mar -Set
1.00
30.00
30.00
17.10
0.00
0.00
30.00
17,10
6578
16
2.30
WaB
GM
Mar -Set
1.00
1 30.00
30.00
69.00
'
0.00
0.00
30.00
69.00
8578
16A
3.03
WaB
GM
Mar -Set
1,00
1 30,00
30.00 1
90.90
0.00
0,00
30.00
90.90
8576
17
3.00
WaB
GM
Mar -Sept
1.00
3000
30.00
90.00
0.00
0.00
30.00
90.00
8578
17A
2.04
WaB
GM
Mar -Sat
1.00
30.00
30.00
79.20
'
0.00
0.00
30,00
79,20
8578
18
1.98
WaB
GM
Mar -Set
1.00
30.00
30.00
69.40
0.00
0.00
30.00
59.40
8578
18A
3.86
WaB
GM
Mar -Set
1.00
3000
30.00
115.80
0.00
0.00
30.00
116.80
85i8
19
3,36
WaB
GM
Mar -Set
1.00
30.00
30.00
100.80
0.00
0.00
30.00
100,80
0578
19A
3.12
WaB
GM
Mar -Sept
i.Utl
30.06
30.00
93.60
0.00
0.00
30.00
93.60
Totals: 202.87 28354.60 5230.00 31584.80
3(a) of 11

Reception Area Specifications Second and Subsequent years for Giant Mlacenthus - 2017+
See Additional Comments on Page 7 for "Double Harvest System" O Non
Tract Field Irrigated Soil 1st Crop Time to 1st Crop tat Crop Lbe N/Ac Lbe N Total ibe N
Acreage Type Code Apply Yield Ibs N/Unit Residual /Ac Utilized
2nd Crop Time to 2nd Crop 2nd Crop Lbe N/Ac Lbs N Total The N
Code Apply Yield The NiUnit Residual /Ac Utilized
Total
Lbs N/Ac
Total Ibs N
Utilized
8677
1
2.20
BOB
C
Mar -Set
4.40
48A8
212. 00
466.40
L
Se t- r
1
50
60.00
110.00
262.00
578.40
8577
2
0.83
BOB
C
Mar -Set
4.40
48.18
212.00
175.96
L
Sept -Apr
1
50
50.00
41.50
282.00
217.46
8577
3
1.10
BOB
C
Mar -Set
4.40
48.19
212.00
233.20
L
Sept -Apr
1
50
60.00
55.00
262.00
288.20
S577
7
6.19
BOB
C
Mar -Sat
4.40
48.18
212.00
1312.28
L
Sept -Apr
1
50
50.00
309.60
202.00
1621.78
8577
8
5.51
AuA
C
Mar -Set
5.50
49.09
270.00
1487.67
L
Sept -Apr
1
5U
50.00
275.50
320.00
1783.17
8577
9
4.59
AuA
C
Mar -Set
5.50
49.U9
270.00
1239.28
L
Sept -Apr
1
50
50.00
229.50
320.00
1468.78
8578
1U
4.96
AuA
C
Mar -Set
5.50
49.09
270.00
1339.18
L
Sept -Apr
1
50
50.00
248.00
320.00
1587.18
8578
11
6.17
AuA
C
Mar -Set
5.50
49.0d
270.00
1665.87
L
Se -A r
1
50
50.00
308.60
320.00
1974.37
8577
20
2.42
BOB
C
Mar -Set
4.40
48.18
212.00
513.04
L
Sept -Ape
1
50
50.00
121.00
262.00
634.04
8577
21
4.96
BOB
C
Mar -Set
4.40
48.18
212.00
1051.52
L
Sept -Apr
1
50
50.00
248.00
282.00
1299.52
8577
21A
8.18
BOB
C
Mar -Set
4.40
48.18
212.00
1734.17
L
5ept-A r
1
50
60.00
409.00
262.00
2143.17
8577
22
3.68
BOB
C
velar -Set
4.40
48.1E
212.00
758.96
L
Sept -Apr
1
50
50.00
179.00
282.00
937.98
8577
72A
4.95
BOB
C
Mar -Set
4.40
48.18
212.00
1049.40
L
Sept -Apr
1 1
50
60.00
247.50
262.00
1296.90
8577
23
5.23
BOB
C
Mar -Set
4.40
48.18
212.00
1108.76
L _
Sept -Apr
1
50
50.00
281.50
262.00
1370.26
8577,
24
4.13
BOB
C
Mar -Set
4.40
48.18
212.00
876.56
L
Se t-A r
1
50
50.00
206.50
262.00
1082.06
8577
25
2.42
BOB
C
Mar -Set
4.40
48,18
212.00
613.04
L
Se t-A r
I
50
50.00
121.00
262.00
634.04
8577
1A
6.61
BOB
C
Mar -Set
4.40
48.18
212.00
1401.33
L
Se t-A r
1
60
50.00
330.50
262.00
1731.83
8577
2A
6.61
BOB
C
Mar -Sept
4.40
48.1E
212.00
1401.33
L
Se t-A r
1
50
1 50.00
330.60
262.00
1731.83
8577
3A
6.61
BOB
C
Mar -Set
4.40
48.18
212.00
1401.33
L
Sept -Apr
I
50
50.00
330.50
282.00
1731.83
0577
4A
6.06
BOB
C
Mar -Set
4.40
48.18
212.00
1284.72
L
Sept -Apr
1
60
50.00
303.00
262.00
1587.72
6577
5A
6.61
BOB
C
Mar -Sat
4.40
1 48.18
212.00
1401.33
L
Sept -Apr
I
50
60.00
330.80
262.00
1731.83
8577
8A
4.68
BOB
C
Mar -Set
4.40
48.18
212.00
992.16
L
Sept -Apr
1
50
50.00
234.00
282.00
1226.16
8577
4
3.03
BOB
GM
I Mar -Set
1.00
60.00
80.00
181.80
0100
0.00
60.00
181.80
8577
5
4.41
AuA
GM
Mar -Set
1.00
6000
60.00
254.00
0.00
0.00
60.00
264.60
8577
6
4.08
AuA
GM
Mar -Set
'1.00
60.00
80.00
244.80
"
0.00
0.00
60.00
244.80
6577
7A
5.70
AuA
GM
Mar -Set
1.00
6000
60.00
342.00
0.00
0.00
60.00
342.00
8577_
j 8A
6.34
AuA
GM
Mar -Set
1.00
60.00
60.00
320.40
0.00
0,00
60.00
320.40
8577
9A
6.82
AuA
GM
Mar -Set
1.00
60.00
60.00
337.20
`
0.00
0.00
60.00
337.20
8578
10A
5.90
AuA
GM
Mar -Set
1.00
1 60.00
60.00
364.00
1
0.00
0.00
60.00
364.00
8578
11A
5.79
AuA
GM
Mar -Set
1.00
60.00
80.00
347AO
0.00
0.00
60.00
347.40
8578
12
6.17
AuA
GM
Mar -Sat
1.00
60.00
60.00
370.20
0.00
0.00
60.00
370.20
8578
12A
5.51
AuA
GM
Mar -Set
1.00
60.00
60.00
330.60
0,00
0.00
60.00
330.60
8578
13
6.17
BOB
GM
Mar -Set
1.00
60 00
60.00
370.20
0.00
0.00
60.00
370.20
8578
13A
5.51
BOB
GM
Mar -Se t
1.00
60.00
60.00
330.60
r
0.00
0.00
60.00
330.60
8578
14
6.17
BOB
GM
Mar -Set
1.00
60.00
60.00
1 370.20
0,00
0.00
60.00
370.20
8578
MA
2.20
BOB
GM
Mar -Set
1.00
6000
60.00
132.00
`
0.00
0.00
60.00
132.00
8578
15
2.81
BOB
GM
Mar -Set
1.00
1 60.00
60.00
188.60
"
0.00
0.00
60.00
1 168.60
8578
15A
0.57
BOB
GM
Mar -Set
1.00
1 60.00
60.00
34.20
0.00
0.00
60.00
34.20
8578
16
2.30
Was
GM
Mar -Set
1.00
6000
60.00
138.00
`
0.00
0.00
60.00
138.00
8578
16A•
3.03
WaB
GM
Mar -Set
1.00
60.00
60.00
181.80
0.00
0.00
60.00
181.80
8578
17 ;
3.00
Was
GM
Mar -Set
1.00
8000
60.00
150.00
0.00
0.00
60,00
180A0
8578
17A
1 2.64
WaB
GM
Mar -Sept
1.00
6000
60.00
158.40
0.00
0.00
60.00
158.40
8578
1 18
1.98
WaB
GM
Mar -Set
1.00
6D.00
60.00
116.80
0.00
0.00
60.00
118.80
8578
18A
3.86
WaB
GM
Mar -Set
1.00
60.00
60,00
231.60
0.00
0.00
60.00
231.60
8578
19
3.36
was
GM
Mar -Set
1.00
6000
60,00
201.60
`
0.00
0.00
60.00
201.60
8578
19A
3.12
WaB
GM
Mar -Sept
I 1.OU
60 00
60.00
187.20
0.00
0.00
60.00
187.20
Totals: 202.87 29302.70 5230.00 3453170
3(b) of 11

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. in fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definitely interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier_ You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two Inches before drtilim f wbest results.
CROP CODE LEGEND
Crop Code
Crop
Description -Harvested As
A
Barley
Grain Crop
B
Grazed Hybrid Bermudagrass
Pasture/Grazed
C
Hybrid Bermudagrass Hay
Hay
B/C
Comb. Hybrid Bermudagrass
Graze/Hay Combination
D
Cam - Grain
Grain Crop
E
Com - Silage
Silage
F
Cotton
Cotton Lint
G
Grazed Fescue
Pasture/Grazed
H
Fescue Hay
Hay
I
Oats
Grain Crop
J
Rye
Grain Crop
K
Grazed Overseed
Pasture/Grazed (Seeded in Bermudagrass)
L
Overseed Hay
Hay (Seeded in Bermudagrass)
M
Grain Sorghum
Grain Crop
N
Wheat
Grain Crop
O
Soybean
Grain Crop
P
Pine Trees
Pine Trees
S
Small Grain
Grain Crop/ Hay (After Grain Crop)
CC
Cover Crop
Not Harvested; Bumed/Disked In
GM
Giant Miscanthus
Biomass Crop
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application
rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in
the tables_
See attached map showing the fields to be used for the utilization of animal waste.
4of11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farrow to Wean
0.8
Farrow to Feeder
0.96
Farrow to Finish
3.9
Wean to Feeder
0.07
Wean to Finish
0.27
18560 Feeder to Finish
0.34 6310.4
Gilts
0.39
Boars
0.55
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your ptriduction factity will produce
approximately 6310.4 pounds of plant available nitrogen per year and will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
9 you remove the sludge every 5 years, you will have approximately 31552 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid berrnuda grass hayland at the
rate of 300 pounds ofnitrogen peracre, you will need 105 acreas of land. if you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 252.416 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION -
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to property
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
'This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated property to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and arnounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5of11

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract
Hydfant
--
T�, pe
-BOB
Crop---
inthr
* inches
8577
1
- - C
- 0.75
1
8577
2
BOB
C
0.75
1
8577
3
BOB
C
0.75
1
8577
7
BOB
C
0.75
1
8577
8
AuA
C
0.6
1
8577
9
AuA
C
0.6
1
8578
10
AuA
C
0.6
1
8578
11
AuA
C
0.6
1
8577
20
BOB
C
0.75
1
8577
21
BOB
C
0.75
1
8577
21A
BOB
C
0.75
1
8577
22
BOB
C
0.75
1
8577
22A
BOB
C
0.75
1
8577
23
BOB
C
0.75
1
8577
24
BOB
C
0.75
1
8577
25
BOB
C
0.75
1
8577
1A
BOB
C
0.75
1
8577
2A
BOB
C
0.75
1
8577
3A
BOB
C
0.75
1
8577
4A
BOB
C
0.75
1
8577
5A
BOB
C
0.75
1
8577
6A
BOB
C
0.75
1
8577
4
BOB
GM
0.75
1
8577
5
AuA
GM
0.6
1
8577
6
AuA
GM
0.6
1
8577
7A
AuA
GM
0.6
1
8577
8A
AuA
GM
0.6
1
8577
9A
AuA
GM
0.6
1
8578
10A
AuA
GM
0.6
1
8578
11 A
AuA
GM
0.6
1
8578
12
AuA
GM
0.6
1
8578
12A
AuA
GM
0.6
1
8578
13
BOB
GM
0.75
1
8578
13A
BOB
GM
0.75
1
8578
14
BOB
GM
0.75
?
8578
14A
BOB
GM
0.75
1
8578
15
BOB
GM
0.75
1
8578
15A
BOB
GM
0.75
1
8578
16
WaB
GM
0.6
1
8578
16A
WaB
GM
0.6
1
8578
17
WaB
GM
0.6
1
8578
17A
WaB
GM
0.6
1
8578
18
WaB
GM
0.6
1
8578
18A
WaB
GM
0.6
1
8578
19
WaB
GM
0.6
1
8578
19A
WaB
GM
0.6
1
6 of 11

Additional Comments:
This plan revised to show a crop change from bermudagrass/overseed and
row crops to bermudag rasioverseed and giant miscanthus
The 301bs PAN/ac rates shown for giant miscanthus is for the establishment
2016. These rates will increase to 601bs PAN/ac in year 2017 and
subsequent years, as shown on page 3(b).
During the second and subsequent years, producer may utilize the "Double
Harvest System" which allows up to 601bs PAN/ac from March until first
harvest, which must be harvested by June 30, then another 601bs PAN/ac
following first harvest until September30 and second harvest must be completed
before March 1.
Production and application rates updated to reflect the current rates as listed
on the NCSU Nutrient Management website for the soil types listed.
7of11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: D.M. Batts 1-4; AWS820645
Owner: Shelton Batts
Manager:
Owner/Manager Agreement:
Ilwe understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. l/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWR before the new
animals are stocked.
/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWR upon request.
Name of Facility Owner: Shelton Batts
Signature:
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist
Affiliation:
Address:
Telephone:
M. Kevin Weston
Smithfield Hog Production Division
2822 Hwy 24 West, PG Drawer 856
Warsaw, NC 28398
[phone]
Date
Date
Signature: ,( Lam✓-�--_ � _ fi�/SIZ6" 6
Date
8of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. if the producer
does not own adequate land to properly dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the responsibility of the
owner of the waste production facility to secure an update of the Nutrient Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recieving crop type, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic
crop yields based upon soil type, available moisture, historical data, climatic conditions,
and level of management, unless there are regulations that restrict the rate of applications
for other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than+ 5 tons per acre per year but less than 10 tons
per acre per year provided grass filter strips are installed where runoff leaves the field
(See USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips).
5 Odors can be reduced by injecting the waste or disking after waste 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 will be soil
incorporated on conventionally filled cropland. When waste is 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
guidance).
7 liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor and
flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9 of 11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is not
covered with waste to a depth that would inhibit growth. The potential for salt damage from
animal waste should also be considered.
10 Nutrients from waste shall not be applied in fall or winter for spring planted craps on soils with a
high potentiat for leaching. Waste/nutrient loading rates on these salts should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of the crop or forages breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following: The
outer perimeter of the land area onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential property boundary and canal. Animal
waste, other than swine waste from facilities sited on or after October 1, 1995, shall not be
applied closer than 25 feet to perennial waters.
12 Animal waste shalt not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by
the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by 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 not
be applied on 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.
10of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 kept mowed and accessible. Berms and
structures should be inspected regularly for evidence of erosion, leakage, 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, piping, 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 rotation 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.
22 Waste shall be tested within W 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 soil 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 a
minimum of five years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
11 of 11

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MICHAEL S. REGAN
LINDA CULPEPPER
Dftdor
Shelton Batts
DMBatts #1-5
185 Waycross Rd
Magnolia NC 28453-9001
Dear Mr. Shelton Batts
NORTH v&wune Q ARIOLIUty
April 08, 2019
APR 2 3 2019
Water Quality
Rmgi ml Operations secom
Subject: Additional Information Request
Application No. AWS820645
D M Batts #1-5
Sampson Counter
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:
E! Missing Copies of Site Man/Field Maps: Our record show that the copies of the field maps are
missing in your WUP or NMP. jA z - Ll- t -4 - / 9
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 2019PermitRenewal )ncdenr.gov
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: Fad-etteville.Regional Office, Water Quality Regional Operations Section
AFOGS Section Files - AWS820645
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